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HomeMy WebLinkAboutB10-1739 029-110-0380 I I � Go to N n 0 01 0 N o.: 0 -10 120'-0" 65'-6' O.O. KEY PLAN BUTLER CONTACT INFORM ATI ON QUESTI ONS CONCERNI NG YOUR ORDER CALL: PROJ M GR: Kari Robertson ENGINEER: Paul Park LEAD TECH: Tino Loya (559)-651-5361 (816)-968-3383 (816)-968-3441 TEAM COORD: Steve Nissen (816)-968-3639 BMC ENGINEERING 67'-0" THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. REV DRAWING NO. DRAWING TITLE 01 010-174113-00 112 1s 23 SPECIFIC ERECTION DRAWING LIST 03 252'-6" SPECIFIC ANCHOR BOLT DRAWING THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER D10 -174113-01A 142'-0" 64'-0" 46'-6" SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR t BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE SPECIFIC REACTION DRAWING AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE D10 -174113-01C TITLES AND DRAWING SEQUENCE NUMBERS r THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. ' DRAWING TITLE: AG FILE NO.: D10-174113-01 E ROOF DATE: 02/16/83 0 00 It SECONDARY STRUCTURAL DRAWING NUMBER: REVISION SPECIFIC REACTION DRAWING I to FRAMING PLAN D 83-123456-05L 02 D10-174113-01 G 0 o 01 ZDRAWING ANCHOR BOLT DETAIL SHEET TITLE D10 -174113-01J THE YEAR DURING WHICH YOUR SEQUENCE 01 ORDER WAS ENTERED NUMBER VALLEY AND HIP BEAM FRAMING PLAN THE BUTLER ORDER NUMBER D10-174113-02 OF YOUR ORDER REVISION LEVEL OF THE DRAWING. 01 IF THE DRAWING HAS NEVER BEEN FRAME CROSS SECTION REVISED, 00 APPEARS HERE. 0 I I � Go to N n 0 01 0 N o.: 0 -10 120'-0" 65'-6' O.O. KEY PLAN BUTLER CONTACT INFORM ATI ON QUESTI ONS CONCERNI NG YOUR ORDER CALL: PROJ M GR: Kari Robertson ENGINEER: Paul Park LEAD TECH: Tino Loya (559)-651-5361 (816)-968-3383 (816)-968-3441 TEAM COORD: Steve Nissen (816)-968-3639 BMC ENGINEERING 67'-0" THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. REV DRAWING NO. DRAWING TITLE 01 010-174113-00 COVER DRAWING 03 D1 0-174113-01 SPECIFIC ANCHOR BOLT DRAWING 00 D10 -174113-01A SPECIFIC REACTION DRAWING N 00 D10 -174113-01B SPECIFIC REACTION DRAWING 00 D10 -174113-01C SPECIFIC REACTION DRAWING 00 D10-174113-01 D SPECIFIC REACTION DRAWING 00 D10-174113-01 E SPECIFIC REACTION DRAWING 0 00 D1 0-174113-01 F SPECIFIC REACTION DRAWING 1 00 D10-174113-01 G SPECIFIC REACTION DRAWING 01 D10 -174113-01H ANCHOR BOLT DETAIL SHEET 00 D10 -174113-01J ANCHOR BOLT DETAIL SHEET 01 D1 0-174113-01 K VALLEY AND HIP BEAM FRAMING PLAN 01 D10-174113-02 FRAME CROSS SECTION 01 D10 -174113-02A FRAME CROSS SECTION 01 D10 -174113-02B FRAME CROSS SECTION 01 D10 -174113-02C FRAME CROSS SECTION 01 D10 -174113-02D FRAME CROSS SECTION 01 D10 -174113-02E FRAME CROSS SECTION 01 D10 -174113-02F FRAME CROSS SECTION 01 D10 -174113-02G FRAME CROSS SECTION 00 D10 -174113-02H FRAME CROSS SECTION 01 D10 -174113-02J FRAME CROSS SECTION 01 D10 -174113-02K FRAME CROSS SECTION 01 D10 -174113-02L FRAME CROSS SECTION 01 D10 -174113-02M FRAME CROSS SECTION 01 D10 -174113-02N FRAME CROSS SECTION 01 D10 -174113-02P FRAME CROSS SECTION 00 D10 -174113-02Q FRAME CROSS SECTION 01 D10 -174113-02R FRAME CROSS SECTION Q 00 D10 -174113-02S FRAME CROSS SECTION 01 D10 -174113-02T FRAME CROSS SECTION 01 D10 -174113-02U FRAME CROSS SECTIONS 01 D10 -174113-02V FRAME CROSS SECTIONS 01 D10 -174113-02W FRAME CROSS SECTIONS 01 D10 -174113-02X FRAME CROSS SECTIONS 01D10 -174113-02Y FRAME CROSS SECTIONS D 01 D10 -174113-02Z FRAME CROSS SECTIONS 01 D10-174113-02AA CROSS SECTION DETAIL SHEET 01 D10-174113-02AB CROSS SECTION DETAIL SHEET 01 D10-174113-02AC CROSS SECTION DETAIL SHEET 00 D10-174113-02AD CROSS SECTION DETAIL SHEET 01 D10-174113-03 ROOF BRACING PLAN 01 D10 -1741.13-03A ROOF BRACING PLAN 01 D1 J 174113-03B WIND BRACING DETAIL SHEET 01 D10 -174113-03C WIND BRACING DETAIL SHEET 01 D10-174113-04 ROOF FRAMING PLAN 01 D10 -174113-04A ROOF FRAMING PLAN 01 D10 -174113-04B ROOF FRAMING PLAN 01 D10 -174113-04C ROOF FRAMING DETAILS 01 D10 -174113-04D ROOF FRAMING DETAILS 01 D10 -174113-04E ROOF FRAMING DETAILS 01 D1 0 -1 74113-04F ROOF FRAMING DETAILS 01 D10 -174113-04G ROOF FRAMING DETAILS 00 D10 -174113-04H ROOF FRAMING DETAILS 01 D10-174113-05 WALL SECONDARY ELEVATION 01 D10 -174113-05A WALL SECONDARY ELEVATION 01 D10 -174113-05B WALL SECONDARY ELEVATION 01 D10 -174113-05C WALL SECONDARY ELEVATION 01 D10 -174113-05D WALL SECONDARY ELEVATION 01 D10— 1 74113-05E WALL SECONDARY DETAIL SHEET 01 D10 -174113-05F WALL SECONDARY DETAIL SHEET 01 D1 0 -1 74113-05G WALL SECONDARY DETAIL SHEET 01 D10-174113-07 ROOF PANEL PLAN 01 D10 -174113-07A ROOF PANEL PLAN 01 D10 -174113-07B ROOF PANEL DETAIL SHEET 01 D1 0 -1 74113-07C ROOF PANEL DETAIL SHEET 01 D10 -174113-07D ROOF PANEL DETAIL SHEET 01 D10-174113-08 ROOF SOFFIT PLAN 01 D1 0 -1 741 1 3-08A ROOF SOFFIT PLAN 01 D1 0 -1 74113-08B ROOF SOFFIT PLAN 01 D10 -174113-08C SOFFIT DETAIL SHEET 01 D10 -174113-08D SOFFIT DETAIL SHEET SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE SEVERAL GENERAL ERECTION DRAWINGS CALLED "PLANOGRAPHS", SEE THE DRAWING MANIFEST FOR A COMPLETE LIST OF THESE DRAWINGS. DESIGN CRITERIA PER 2007 EDITION OF CALIFORNIA BUILDING CODE THE Occupancy Category (Table 1604.5) III (High Occupancy) Section 1606 Dead Loads Weight of Roof Panel, Insulation, and Secondaries (psf) 2.7 Collateral Load on Frames (psf) Electrical, Fire & Solar 10.0 Collateral Load on Secondaries (psf) Electrical, Fire, & Solar 10.0 Section 1603.1.2 Roof Live Load Roof Live Load, (psf) Reducible per Section 1607.11.2 20.0 Section 1603.1.3 Roof Snow Load Ground Snow Load, Pg (psf) 0 Roof Snow Load, Pf (psf) 0 Snow Load importance Factor, Is 1.10 Snow Exposure Factor, Ce 1.00 Snow Thermal Factor, Ct 1.00 Section 1603.1.4 Wind Design Data Basic Wind Speed, 3 sec gust (mph) 85 Wind Importance Factor, Iw ( 1.15 > Wind Exposure Category C Enclosure Classification Enclosed Internal Pressure Coefficient +/— 0.18 Section 1603.1.5 Earthquake Design Data Seismic Importance Factor, Is 1.25 Spectral Response Acceleration at 0.2—sec Period, Ss 56% g Spectral Response Acceleration at 1—sec period, S1 23% g Design Spectral Response Acceleration at Short Periods, Sds .505 g Design Spectral Response Acceleration at 1—sec Period, Sd1 •297 g Site Class D Seismic Design Category D Basic Seismic Force Resisting System(s) R Bracing — Ordinary Conscentrically Braced Frames (OCBF) 3.25 Main Frames — Ordinary Steel Moment Frames (OSMF) 3.50 Seismic Response coefficient, Cs Bracing .194 Main Frames .180 Design Base Shear (kips), V=Cs W See Reactions Analysis Procedure — Equivalent Lateral Force Procedure Not Designed for Factory Mutual FIELD WORK SUMMARY FW0001 FIELD WORK MAY BE REQUIRED AT LOWER ROOF BEAM KNEE AREA FOR BRACING CLIP CONNECTION, ROOF SECONDARIES, WALL SECONDARIES, & ROOF PANELS. COVER DRAWING NOTES STANDARD NOTES: CD0002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. CDO013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. CD001 7 MATERIALS ASTM DESIGNATION ------------------------------------------------ STRUCT PLATE 1" & LESS A529 AND A572 FY — 55 KSI GRADE 55 STRUCT PLATE OVER 1" A529 AND A572 FY = 50 KSI GRADE 50 LIGHT GAGE COLD FORMED EQUIV TO A1011 FY = 60 KSI GRADE 60 ROOF AND WALL PANELS A653 AND A792 GRADE 50, 8 ROUND TUBE A500 GRADE B FY = 42 KSI SQUARE TUBE A500 GRADE B FY = 46 KSI BRACE RODS 3/4- & LESS A510 GRADE 1018 BRACE RODS 0 R 3/4" A572 GRADE 50 OR GREATER CDO028 HIGH STRENGTH BOLTING: ---------------------- ALL HIGH STRENGTH BOLTS USED IN PRIMARY FRAME CONNECTIONS ARE A325 WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE "TURN—OF—THE—NUT" METHOD SPECIFIED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", PUBLISHED BY RCSC, DATED JUNE 30, 2004. A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE—NUT METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A A325 BOLT DRAWING 1080268. AS ERECTED FIELD ASSEMBLIES OF MEMBERS METAL!BUILDING SYSTEMS MANUAL SEC. WHICHGENERALLY REQUIRE L/500 TO * FOR BUILDINGS WITH TOP RIDING IDCE'C nn COLUMN PLUMB TOLERANCE. ��,�.P��' PERMIT # 1.� i ®-'� ( —7 BUTTE COUNTY DEVELOPMENT 6ERVICES REVIEWED FOR 'It, CODE COMPLIANC DATE 1 -'7 i i BY t. THIS DRAWING, INCLUDING THE INFORMATION HEREON, II BU Butler dITIgS REMAINS THE PROPERTY OF BUTLER BUILDINGS. Bul Buildings IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 1540Genessee St. Kansas City,MO 64102 DESCRIBED IN THE APP(JCABL.E PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PLRPOSE WITHOUT PRIOR WRITTEN REV DATE BY DESCRIPTION APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTORANDIOR ERECTOR IS SOLELY 1 11103/10 LCT UPDATED SCHEDULE RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. RELEASE FOR FI COVER DRAWING SHALL BE AS SPECIFIED IN 2006 MBMA A —CSA S16-01 CLAUSE 29.7), �a03,, MBLED MEMBERS.- T .CRANE DATA DRAWING FOR '. i'i'�S(�r.. ifs°4. Z ; DER NORTH VALLEY BUILDING SYSTEMS ,LOB# 174113 ,nD� LUNDBERG FAMILY FARMS eVi�R DATE 11/03/10 ON RICHVALE, CA ® WAWNGECK ,EDT A 0z900pe VAd CWpb AV LCT DER'S PDk PAGE 00 �I �c�p� O I r- 0 I 04 N x ID I — O n 0 I O N V to InI � N 1 o I iV N I 00 DO I I 0 GO Ito I lcq0 C4 1 `p `p Q Q Q Q 10 12 13(:14D 14 17 18 20 22 252 —6" 142'-0" 64'-0" 46'-6' 12'-0" 1 22'-0" 20'-0" 20'-0" 20'-0" _I_ 20'-0" ��20'-0" "I� 20'-0" �I 20'-0" 20'-0" 20'-0" 1 20'-0" 1 18'-6" 6" 4' to I AB11 (TYP.)I I I I I4'-6" B a I I I r ------------------------------J I a m a n a ® a t 19 " A811 —aw— I ® AB3 20 /161 i I I I (TYP.)+.01 I I I A9, I I I I I I I I 1o'L " AB11 AB3 L 3 19 AB1 AB1 AB14 i1YP.) In AB11 AB1 20 �)— ®--- i�� ® m I 3 F' I r--- — 0 I cTM a 0 I M o 6" 6' —6' 4'-6' -� I 3 ---------- A812D64- I ®I ABSR ABS I I AB1 AB1 AB11 319 19 I I °I AB1 AB1 I I . I � co I I I ABI r–I • I 3 1 0 0 I I� 0 0 I I (TYP.) AB10 Li N I Lr�m — —M L-------- o- — — T AB11 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOTAPPLYTO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER 1'-0" l_uJ 11 13 14 15 16 19 21 ANCHOR BOLT PLAN z ALL BOTTOM OF COLUMNS ARE 6" BELOW FINISH FLOOR THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT I MODIFIED, REPRODUCED OR USED FOR AAIY OTHER PURPOSE WITHOUT PRIOR WRRTEN APPROVAL OF BUTLER BUILDINGS. REV THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY 01 RESPONSIBLE FOR ACCURATE, GOOD QUALITY W01WAANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS 02 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER 03 ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 0 Butler Buildings 1540 Genessee SL Kansas City, MO 64102 DATE BY DESCRIPTION 7-28-10 AGL MOVED COLUMN LOCATION 024-10 AV CHANGED DETAILFROMAB5RTOABI7 1D18-10 LCT UPDATED DETAILS, ADDED DIMENSIONS PERMIT # BUTTE COUNTY DEVELOPMENT SEPVICES REVIEWED FOR DATE CODE COIV L.IAP,' r BY�r RELEASE FOR FINAL W SPECIFIC ANCHOR BOLT DER NORTH VALLEY BUILDING SYSTEMS TOMER LUNDBERG FAMILY FARMS MON RICHVALE, CA <'?� �1.F. IS l` SOWING JOB 11 174113 Qlu mznf DATE 08/02/1 O DRAWAUCHECK A BIIa &q* Bbd Cm"W AV / LCT PAGE 01 �i� 16 1 FRAME AT GRID 10 J❑INT NO, DESCRIPTI❑N VERT REACTI❑N (kip) H❑RZ REACTI❑N (kip) 1 DL 4.29 2.72 15 DL 3.80 -2,74 16 DL 1.02 0.00 1 CLL 8.58 5.46 15 CLL 7.61 -5.49 16 CLL 2.04 0.00 1 LL 10.30 6.55 15 LL 9.13 -6,59 16 LL 2.45 0.00 1 WLL -9.47 -6.27 15 WLL -5.59 2.97 16 WLL -3.63 0.00 1 WLR -7.49 -1.94 15 WLR -8,41 7.59 16 WLR -4.89 0,02 1 1P -2,20 -0.89 15 1P -2.11 0.92 16 1P 0,00 0.00 1 1S 2.20 0.89 15 1S 2.11 -0.92 16 1S 0,00 0.00 1 EQ -1.42 -3.65 15 EQ 1,42 -3.62 16 EQ 0.00 0100 THE BUTLER ENGINEER'S SEAL APPLIES ONLYTO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BYBUTLER THEBUTLERENGINEERS SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 3 15 L � 1 FRAME AT GRID 13, 14, & 17 15 J❑INT NO. DESCRIPTI❑N VERT REACTI❑N (kip) H❑RZ REACTI❑N (kip) 1 DL 3.25 1,59 15 DL 3,13 -1,61 1 CLL 6,49 3,19 15 CLL 6,26 -3.22 1 LL 17.78 3.83 15 LL 17.51 -3.86 1 WLL -7.53 -5.16 15 WLL -4.71 1.15 1 WLR -4,33 0.39 15 WLR -7.32 6.02 1 1P -1.80 -0,26 15 1P -1,75 0,29 1 1S 1.79 0.26 15 1S 1.75 -0,29 1 EQ -1.98 -4.46 15 EQ 11.98 -2.81 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS - IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORQAANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALLAPPLICABLEBUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES CODE C MPLI ACF - DATE !3Y E I � rrt2' ,I � til RELEASE FOR FII AL 0 ST. Butler Buildings SPECIFIC REACTI�N DRAWING 1540 Genessee 5t. Kansas City, MO 64102 DATE BY DESCRIPTIDN BUILDER I NORTH VALLEY BUILDING SYSTEMS JOB# 174113 CUSTOMER LUNDBERG FAMILY FARMS LOCATION RICHVALE, CA eur,LER �� 10/11/10 ® DRAV*40 CI( ECT /kBrr &W ftd ODS► AV AGL BUILDERS POM PAGE 01B 4J L 16 22 FRAME AT GRIDS C AND F FRAME AT GRID N 13 14 17 (A) (22 FRAME AT SIDEWALL GRID H 13 H 16 H V 22 H V DL DEAD LOAD 0.53 2.62 -0.53 2.64 CLL COLLATERAL LOAD 1.40 6.14 -1.40 6.24 LL LIVE LOAD 1.62 7.30 -1.62 11.86 WL1 WIND LEFT+IN PRESS -4.19 -8.25 -1.65 -4.77 WL2 WIND LEFT+IN SUCT -5.03 -6.31 -2.85 -1.94 WR1 WIND RIGHT+INT PRESS 0.32 -5.05 0.70 -5.22 WR2 WIND RIGHT+INT SUCT -0.52 -3.11 -0.50 -2.38 EP1 EW PRESS+IN PRESS -0.34 -7.72 0.99 -7.58 EQL SEISMIC LOAD LEFT -2.69 -1.53 -1.71 2.15 EQR SEISMIC LOAD RIGHT 2.69 1.53 1.71 -2.15 WX WX -0.35 1.87 0.23 8.33 SL MIN SNOW LOAD -0.04 -0.851 0.04 3.20 0.00 MAX. POS. REACTION 3.95 16.051 0.92 20.83 -1.98 MAX. NEG. REACTION -3.88 -6.65 -5.18 -6.00 FRAME AT GRID N 13 14 17 (A) (22 FRAME AT SIDEWALL GRID H bb WX AT SIDEWALL GRIDS G AND 11 13 H V 14 H V 17 H V 20 V 22 H V DL DEAD LOAD 0.08 4.52 0.00 2.79 0.00 3.17 2.22 -0.08 2.60 CLL COLLATERAL LOAD 0.17 7.33 0.00 5.08 0.00 6.37 4.54 -0.17 5.69 LL LIVE LOAD 0.24 14.13 0.00 10.17 0.00 12.54 5.01 -0.24 8.43 SLL SNOW LOAD LEFT SLOPE -0.03 3.15 0.00 -0.05 0.00 0.00 0.05 0.03 -0.05 WL1 WIND LEFT+INT PRESS -4.36 -18.21 0.00 -0.041 0.00 -6.12 -15.58 -9.26 0.73 WL2 WIND LEFT+INT SUCT -4.63 -16.58 0.00 1.51 0.00 -4.90 -14.82 -9.70 2.10 WR1 WIND RIGHT+INT PRESS -1.70 -10.90 0.00 -2.44 0.00 -5.25 -7.62 -4.09 -2.02 WR2 WIND RIGHT+INT SUCT -1.98 -9.26 0.00 -0.89 0.00 -4.02 -6.87 -4.52 -0.66 EP1 EW PRESS+IN PRESS -1.45 -14.33 1.01 -5.23 1.11 -7.04 -8.47 -2.90 -6.76 EQL SEISMIC LOAD LEFT -2.67 -3.64 0.00 4.33 0.00 0.28 -8.85 -6.06 8.49 EQR SEISMIC LOAD RIGHT 2.671 3.64 0.00 -4.33 0.00 -0.28 8.85 6.06 -8.49 SL MIN SNOW LOAD -0.01 -0.01 0.00 0.011 0.00 0.02 -0.14 0.01 3.27 MAX. POS. REACTION 2.121 26.07 1.07 18.141 1.18 22.10 13.92 4.29 17.02 MAX. NEG. REACTION -4.55 -15.37 -0.06 -3.57 -0.09 -5.15 -13.71 -9.85 -5.23 bb WX AT SIDEWALL GRIDS G AND 11 13 H V 14 V 17 V 20 V 22 H V DL DEAD LOAD 0.08 1.53 1.86 1.88 1.95 -0.08 1.67 CLL COLLATERAL LOAD 0.17 2.52 3.75 3.77 3.85 -0.17 3.58 LL LIVE LOAD 0.27 4.12 6.17 6.20 5.90 -0.27 6.02 WL1 WIND LEFT+IN PRESS -3.20 -7.65 -2.04 -4.85 -10.14 -4.60 -0.40 WL2 WIND LEFT+IN SUCT -4.66 -6.55 0.67 -2.75 -8.70 -5.68 1.83 WR1 WIND RIGHT+INT PRESS 1.69 -3.40 -3.58 -3.45 -3.09 -0.42 -4.09 WR2 WIND RIGHT+INT SUCT 0.24 -2.30 -0.87 -1.35 -1.65 -1.10 -1.87 EP1 EW PRESS+IN PRESS 1.23 -5.47 -4.10 -4.68 -7.36 -1.49 -4.54 EQL SEISMIC LOAD LEFT -2.20 -3.47 4.08 0.26 -6.95 -4.82 6.71 EQR SEISMIC LOAD RIGHT 2.20 3.47 -4.08 -0.26 6.95 0.01 -6.71 SL MIN SNOW LOAD -0.01 -0.011 0.01 0.02 -0.12 3.40 3.25 MAX. POS. REACTION 1.82 8.281 12.44 12.55 12.40 4.29 11.94 MAX. NEG. REACTION -4.50 -6.64 -2.99 -3.72 -8.74 -5.51 -3.85 bb WX AT SIDEWALL GRIDS G AND 11 O HB4 (HIP BEAM #4) b WX AT GRIDS L 10 V 9 E V Z DL DEAD LOAD 0.82 0.00 CLL COLLATERAL LOAD 1.89 0.00 LL LIVE LOAD 3.77 0.00 WL1 WIND LEFT+INT PRESS -3.42 0.00 WL2 WIND LEFT+INT SUCT -3.42 0.00 WR1 WIND RIGHT+INT PRESS -4.62 0.00 WR2 WIND RIGHT+INT SUCT -4.62 0.00 EP2 EW PRESS+IN SUCT -3.69 0.53 ES1 EW SUCT+IN PRESS -3.69 -0.67 EQL SEISMIC LOAD LEFT 0.29 0.00 EQR SEISMIC LOAD RIGHT -0.29 0.00 SL MIN SNOW LOAD 4.65 0.00 -4.22 MAX. POS. REACTION 7.36 0.53 -1.66 MAX. NEG. REACTION -4.12 -0.67 O HB4 (HIP BEAM #4) b WX AT GRIDS L THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEERS SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 13 14 22 FRAME AT GRIDS J AND L 10 V Z DL DEAD LOAD 0.00 0.85 CLL COLLATERAL LOAD 0.00 2.11 LL LIVE LOAD 0.00 3.29 WL1 WIND LEFT+IN PRESS -0.58 -2.81 WL2 WIND LEFT+IN SUCT -1.27 -1.40 WR1 WIND RIGHT+IN PRESS 1.07 -2.39 WR2 WIND RIGHT+IN SUCT 0.38 -0.97 EP1 EW PRESS+IN PRESS 1.21 -3.29 EQL SEISMIC LOAD LEFT -0.03 0.34 EQR SEISMIC LOAD RIGHT 0.03 -0.34 SL MIN SNOW LOAD 0.00 3.29 MAX. POS. REACTION 1.21 6.24 MAX. NEG. REACTION -1.27 -2.78 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEERS SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 13 14 22 FRAME AT GRIDS J AND L V Z DL DEAD LOAD 0.94 0.00 CLL COLLATERAL LOAD 2.24 0.00 LL LIVE LOAD 4.49 0.00 WL1 WIND LEFT+INT PRESS -4.25 0.00 WL2 WIND LEFT+IN SUCT -4.25 0.00 WR1 WIND RIGHT+IN PRESS -6.20 0.00 WR2 WIND RIGHT+IN SUCT -6.20 0.00 EP2 EW PRESS+INT SUCT -4.71 0.70 ES1 EW SUCT+INT PRESS -4.71 -0.87 EQL SEISMIC LOAD LEFT 1.00 0.00 EQR SEISMIC LOAD RIGHT -1.00 0.00 SL MIN SNOW LOAD 6.69 0.00 MAX. POS. REACTION 9.85 0.70 MAX. NEG. REACTION -5.64 -0.87 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEERS SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 13 14 22 FRAME AT GRIDS J AND L REACTION NOTES: HORIZONTAL 1 E ) N NK PS.n(1 KIP -= 110 OPOU DS)) MZ MOMENT REACTIONS ARE SSTATED IN INCH -KIPS ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN THE DIAGRAM BELOW. 2. VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUT BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. 6. BRACING REACTIONS a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1, EP2 AND ES1 REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE. c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL `--- - THI8 DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR 15 SOLELY RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL. APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STAN6AJW PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACINO. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE DESCWPUON PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES CODE°�'IEWL- FCJ 3 bb sof."�,�IA DATE RELEASE FOR FINAL CONST. SPECIFIC REACTION DRAWING PN NORTH VALLEY BUILDING SYSTEMS LUNDBERG FAMILY FARMS RICHVALE. CA Ammempomwcmww JOB 174113 DATE 10/11/10 PAGE 13 H V 14 H V 22 H V DL DEAD LOAD 0.49 2.97 0.37 3.68 -0.86 3.44 CLL COLLATERAL LOAD 1.16 5.14 0.92 7.37 -2.08 7.68 LL LIVE LOAD 1.80 8.22 1.43 11.93 -3.23 12.31 SLL SNOW LOAD LEFT SLOPE -0.04 4.76 0.02 -0.08 0.02 -0.01 WL1 WIND LEFT+INT PRESS -4.14 -12.15 -2.29 -6.82 -0.13 -9.67 WL2 WIND LEFT+INT SUCT -4.22 -9.34 -1.95 -2.07 -1.66 -5.67 WR1 WIND RIGHT+IN PRESS -0.55 -6.25 -0.82 -6.90 1.30 -7.58 WR2 WIND RIGHT+IN SUCT -0.63 -3.45 -0.48 -2.16 -0.23 -3.57 EP1 EW PRESS+IN PRESS -1.88 -9.91 -1.62 -8.73 1.88 -11.68 EQL SEISMIC LOAD LEFT -3.41 -4.87 -1.37 4.00 -2.37 1.48 EQR SEISMIC LOAD RIGHT 3.411 4.87 1.37 -4.001 2.37 -1.48 SL MIN SNOW LOAD -0.03 -0.04 -0.02 0.021 0.04 3.17 MAX. POS. REACTION 4.221 17.031 2.66 22.661 1.34 23.30 MAX. NEG. REACTION -3.82 -10.13 -2.05 -6.641 6.56 -9.64 REACTION NOTES: HORIZONTAL 1 E ) N NK PS.n(1 KIP -= 110 OPOU DS)) MZ MOMENT REACTIONS ARE SSTATED IN INCH -KIPS ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN THE DIAGRAM BELOW. 2. VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUT BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. 6. BRACING REACTIONS a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1, EP2 AND ES1 REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE. c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL `--- - THI8 DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR 15 SOLELY RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL. APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STAN6AJW PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACINO. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE DESCWPUON PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES CODE°�'IEWL- FCJ 3 bb sof."�,�IA DATE RELEASE FOR FINAL CONST. SPECIFIC REACTION DRAWING PN NORTH VALLEY BUILDING SYSTEMS LUNDBERG FAMILY FARMS RICHVALE. CA Ammempomwcmww JOB 174113 DATE 10/11/10 PAGE 0 PORTAL FRAME REACTION H H I f V V PORTAL FRAME REACTION H H i V f V SI EWALL GRID BETWEEN DS (WL) (WL) (qHN (Q) 13 J—H 8 22 7 16 22 J—H 8 15 7 O SI LL GRID BETW GRIDS (WL) (WL) (EQ) (Q) 16 C—F 5 9 7 16 22 C—F 5 9 7 16 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLERAND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. SIDGRIDL BGRIDSN (WL) (WL) (Q) (Q) T—N 20-22 4 5 10 13 T—N 20-22 4 5 10 13 REACTION NOTES: 1 E ) IN S. (1 KIPS �1HORIZONTAL 000POU DS) MZ MOMENT REACTIONS AREREACTIONS �STATED IN INCH—KIPS ABOUT THE Z—AXIS. POSITIVE REACTIONS ARE SHOWN IN THE DIAGRAM BELOW. 2. VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR (V) FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. 6. BRACING REACTIONS a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1, EP2 AND ES1 REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z—AXIS DIRECTION PERPENDICULAR TO THE FRAME UNE. c. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL OOhIER BE E WI RTFq lT PRICDR�W�RIT USED FOR APPROVAL. OF BUTLER BUILDINGS. THE GENERAL CONTRACTORANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GU DES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RE -VD FOR CODE COMPLIANCE DATE BY RELEASE FOR FINAL CONST. Butler Buildings SPECIFIC PORTALS REACTION DRAWING 1540 Genesee St. Kansas City, MO 64102 DATE In DESCRIPTION BUILDER NORTH VALLEY BUILDING SYSTEMS JOBM 174113 CUSTOMER LUNDBERG FAMILY FARMS DATE LOCATION RICHVALE, CA BV rL�R 10/11 /10 ® ORAWNICHECK PRaecT A-&~ ftd Oomp" AV AGL UILDERS POM PAGE 01G — —0 Ll!�— — — 0 I rFRAME 1T--9-7 — — 10' 8' USE (4) 1' DIA X LENGTH USE (4) 1" DIA X LENGTH USE (4) 1' DW X LENGTH A FR1 CHOR BOLTS o0 ( ANCHOR BOLTS 554 GRAD OJECTED 3 E 36) A (R 4GGBRADE 36) 8' PROJECTED 3 36) DETAIL AB1 DETAIL AB2 P DETAIL AB3 GRID 20 13 USE (8) 1' DIA X LENGTH 2 8 2 1 0 1/16" 1'-6 3/8" 1 (ANCHOORR BOLTS 1 PROJECTED 3 E 38) 7' 1'-4 3/4' 5' A A g• 1 T '04 2" 2' ^ a o I I I a M 1 I I I O a o A I 1 O1 n � \ N N ( I O M S DETAIL A68 \ ® I ® tV ---- O CD ^ I 0- < ZL N . ® ® N 1 Z 1 1 USE (8) 1" DIA X LENGTH $ `p USE (4 1 1.44" DIA X LENGTH I 5' 4' < 2 1 < ((F 55ANCH00468, GRADE 36 < BOLTS — — — — < (ANCHbR BOL75 " PROJECTED 3 ) 1 PROJECTED 3 1/2� 1 < DETAIL AB6 DETAIL AB6A DETAIL A87 USE 1` DIA XLENGTH B — ANCHOR BOLTS (F1554, G 36) e PROJECTED 3 — N (V O , . 0 w 0 :r ® ® W N N 1 4' 2' 2' 1 4' 4" 2' USE(4) BOLA X LENGTH g• USE (4) 1' DIA X LENGTH ANCHORiF1554, GRADE 36 I ANCHOR BOLTS PROJECTED 3' ) A (F7554, GRADE 36) PROJECTED 3' DETAIL A810 () DETAIL AB11 DETAIL A812 A USE BOLTTS� x LENGTH A 1'-6 3/8' 10 1/18' 10. (F1554, GRADE 36) A g" PROJECTED 3' ZZ— 5 2 2' N In ® ® 1 l o < < I I t A 1 ^ — 1 2' 2- 5- V-4 3/4" 2' 2' 2' ((USE (4) 1 114" DIA X LENGTH ANCH BOL PROJECTED 3 1 2) USE 4 1" DVA X LENGTH ^ 7' • A 4' 4' F1554, GRADE 36 / ANCHOR BOLTS I �► USE (4) 1 DIA X LENGTH --► ANCHOR BOLTS PROJECTED 3 E 36) (F1554, GRADE 36) cb PROJECTED 3` DETAIL A915 DETAIL AB16 DETAIL AB17 m THE BUTLER ENGINEERS SEAL APPLIES 10' 8' USE (4) 1' DIA X LENGTH USE (4) 1" DIA X LENGTH USE (4) 1' DW X LENGTH A FR1 CHOR BOLTS o0 ( ANCHOR BOLTS 554 GRAD OJECTED 3 E 36) A (R 4GGBRADE 36) 8' PROJECTED 3 36) DETAIL AB1 DETAIL AB2 P DETAIL AB3 GRID 20 13 USE (8) 1' DIA X LENGTH 2 8 2 1 0 1/16" 1'-6 3/8" 1 (ANCHOORR BOLTS 1 PROJECTED 3 E 38) 7' 1'-4 3/4' 5' A A g• 1 T '04 2" 2' ^ a o I I I a M 1 I I I O a o A I 1 O1 n � \ N N ( I O M S DETAIL A68 \ ® I ® tV ---- O CD ^ I 0- < ZL N . ® ® N 1 Z 1 1 USE (8) 1" DIA X LENGTH $ `p USE (4 1 1.44" DIA X LENGTH I 5' 4' < 2 1 < ((F 55ANCH00468, GRADE 36 < BOLTS — — — — < (ANCHbR BOL75 " PROJECTED 3 ) 1 PROJECTED 3 1/2� 1 < DETAIL AB6 DETAIL AB6A DETAIL A87 USE 1` DIA XLENGTH B — ANCHOR BOLTS (F1554, G 36) e PROJECTED 3 — N (V O , . 0 w 0 :r ® ® W N N 1 4' 2' 2' 1 4' 4" 2' USE(4) BOLA X LENGTH g• USE (4) 1' DIA X LENGTH ANCHORiF1554, GRADE 36 I ANCHOR BOLTS PROJECTED 3' ) A (F7554, GRADE 36) PROJECTED 3' DETAIL A810 () DETAIL AB11 DETAIL A812 A USE BOLTTS� x LENGTH A 1'-6 3/8' 10 1/18' 10. (F1554, GRADE 36) A g" PROJECTED 3' ZZ— 5 2 2' N In ® ® 1 l o < < I I t A 1 ^ — 1 2' 2- 5- V-4 3/4" 2' 2' 2' ((USE (4) 1 114" DIA X LENGTH ANCH BOL PROJECTED 3 1 2) USE 4 1" DVA X LENGTH ^ 7' • A 4' 4' F1554, GRADE 36 / ANCHOR BOLTS I �► USE (4) 1 DIA X LENGTH --► ANCHOR BOLTS PROJECTED 3 E 36) (F1554, GRADE 36) cb PROJECTED 3` DETAIL A915 DETAIL AB16 DETAIL AB17 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R 13 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WRHOLIT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANOMR ERECTOR 19 SOLELY RESPONSIBLE FOR ACCURATE, GOOD WALRY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPUCABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1'-o" I in , o t I ® ® l t 10' 2' 2' j2 - LA USE (4) 1" DIA X LENGTH g- FR1 CHOOBOLTS RR BOLTSe'USE (4) 1DIA X LENGTH OJECTED 3 E 36) A (Ft 5ANCH046, GRADE 36) PROJECTED 3" DETAIL AB4 (DETAIL AB4R — REVERSED) DETAIL AB5 (DETAIL AB5R — REVERSED) 1'-8 3/8' 10 1/16' 1'_p• 1 5' 1'-0 3/4` B. B` A 2, 2. Ld \ r ^ 1 O p N ® ® ® N I 1 m USE (4) 1 114' D LENGTH I,0, to O ANCHOORR B10LTT55 (F1554, GRADE 36 PROJECTED 3 1/2 A Z a • A • t0 ® ® a 1 2, 2, < < 4` 5" 8' USE 8 1 DIA X LENGTH 1•_p• 1• USE (4) 1" DIA X LENGTH (ANCH BOLTS < ANCHOORR BOLTS PROJECTED3 E 38) 1 (F1554, GRADE 36) 554 GPROJECTED 3" DETAIL ABB DETAIL AB9 A io F A 10 � g n 16 ' n eoZ• 2" h tl OI I • in l ® ED ^ - -- to A 1 10 O 4 1/2- 5' J co N 1 2" 10' < < �A USE (4) 1 1/4" DIA X LENGTH 1 1 4' 2' 4" USE 1 DIA BOLTS X �� ANCHOR BOLTS (F1554, GRADE 36 1'-0' ( PROJECTED 3 1/2'� PROJECTSE 36) DETAIL AB13 DETAIL AB14 SIDEWALL COLUMN BASE SEE APPROPRIATE DETAIL PERMIT # 10 1/18- 1'-6 3/8* BUTTE COUNTY DEVELOPMENT SERVICES EVI EWER FOR CODE COMPLIANCE ri � DATE BY �----- —1 !n o Ll LJ _ N �Q�ESS /® V-4 3/4" 5" CNI p. F -L F p ,r FRAME 1 1/4" DIAD ANCHOR BOLTS ` 3R PROJECTED rr r 171 DETAIL A31 9X PORTAL FRAME COLUMN — (LEFT) Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10!18!10 LCT REVISED ANCHOR BOLT DETAILS 1088110 LCT ADDED DIMENSION ON DETAIL ABI 8 RELEASE FOR FINAL ANCHOR BOLT DETAIL SHEET DER NORTH VALLEY BUILDING SYSTEMS TOMER LUNDBERG FAMILY FARMS 4T10N RICHVALE, CA 174113 @tJTLER DAIE 10/11 /10 ® DRAWN)CHECK A Wu18oW ftd CamWW AV LCT PAGE 01H THE BUTLER ENGINEERS SEAL APPLIES ONLYTO THE WORK PRODUCT BUTL R AND DESIGN AND PER- g FORMANCE FORMANCE REQUIREMENTS SPECIFIED ,5 BY BUTLER. THE BUTLER ENGINEER'S OES SEAL NOTY TO PERFORDMANCE OR DFSISIGNN OFHANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R 13 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WRHOLIT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANOMR ERECTOR 19 SOLELY RESPONSIBLE FOR ACCURATE, GOOD WALRY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPUCABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1'-o" I in , o t I ® ® l t 10' 2' 2' j2 - LA USE (4) 1" DIA X LENGTH g- FR1 CHOOBOLTS RR BOLTSe'USE (4) 1DIA X LENGTH OJECTED 3 E 36) A (Ft 5ANCH046, GRADE 36) PROJECTED 3" DETAIL AB4 (DETAIL AB4R — REVERSED) DETAIL AB5 (DETAIL AB5R — REVERSED) 1'-8 3/8' 10 1/16' 1'_p• 1 5' 1'-0 3/4` B. B` A 2, 2. Ld \ r ^ 1 O p N ® ® ® N I 1 m USE (4) 1 114' D LENGTH I,0, to O ANCHOORR B10LTT55 (F1554, GRADE 36 PROJECTED 3 1/2 A Z a • A • t0 ® ® a 1 2, 2, < < 4` 5" 8' USE 8 1 DIA X LENGTH 1•_p• 1• USE (4) 1" DIA X LENGTH (ANCH BOLTS < ANCHOORR BOLTS PROJECTED3 E 38) 1 (F1554, GRADE 36) 554 GPROJECTED 3" DETAIL ABB DETAIL AB9 A io F A 10 � g n 16 ' n eoZ• 2" h tl OI I • in l ® ED ^ - -- to A 1 10 O 4 1/2- 5' J co N 1 2" 10' < < �A USE (4) 1 1/4" DIA X LENGTH 1 1 4' 2' 4" USE 1 DIA BOLTS X �� ANCHOR BOLTS (F1554, GRADE 36 1'-0' ( PROJECTED 3 1/2'� PROJECTSE 36) DETAIL AB13 DETAIL AB14 SIDEWALL COLUMN BASE SEE APPROPRIATE DETAIL PERMIT # 10 1/18- 1'-6 3/8* BUTTE COUNTY DEVELOPMENT SERVICES EVI EWER FOR CODE COMPLIANCE ri � DATE BY �----- —1 !n o Ll LJ _ N �Q�ESS /® V-4 3/4" 5" CNI p. F -L F p ,r FRAME 1 1/4" DIAD ANCHOR BOLTS ` 3R PROJECTED rr r 171 DETAIL A31 9X PORTAL FRAME COLUMN — (LEFT) Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10!18!10 LCT REVISED ANCHOR BOLT DETAILS 1088110 LCT ADDED DIMENSION ON DETAIL ABI 8 RELEASE FOR FINAL ANCHOR BOLT DETAIL SHEET DER NORTH VALLEY BUILDING SYSTEMS TOMER LUNDBERG FAMILY FARMS 4T10N RICHVALE, CA 174113 @tJTLER DAIE 10/11 /10 ® DRAWN)CHECK A Wu18oW ftd CamWW AV LCT PAGE 01H SIDEWALL COLUMN BASE SEE APPROPRIATE DETAIL II I I CANOPY 1-6 3/8- 10 1 16" BASE COLUMN II FLOOR POST I I II LINE I I LINE E a Q II I I II I I 71 ° II ° II II I A. L� L� a IF d • ♦ .d ° ° ° ♦ ° .. , . .0'. ° A A.d I ♦ ° a 5"J. 1'-4 3/4* e ♦ d • ° 1 1/4- DIA. FRAME e° d° ♦ d A.d° ANCHOR BOLTS PROJECTED 3 1/2" DETAIL A320X I PORTAL FRAME COLUMN — (RIGHT) SECTION "A—A" SECTION "B—B" Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRFTON PERMIT # BUTTE COUNTY DEVELOPN4ENT SERVICES REVEWED FOR CODE dbmP FANCE ' DATE BY RELEASE FOR FINAL CONST. ANCHOR BOLT DETAIL SHEET DER NORTH VALLEY BUILDING SYSTEMS TC'AER LUNDBERG FAMILY FARMS AT1ON RICHVALE, CA JECT DERS POM "BM 174113 THIS DRAWING, INCLUDING THE INFORMATION HEREON, LI THE BUTLER ENGINEER'S SEAL APPLIES ® ABrrBmp�BYNy REMAINS THE PROPERTY OF BUTLER BUILDINGS. ONLY THE WORK PRODUCT PAGE 01 J BUTLER AND DESIGN AND PER- R IS PROVIDED SOLELY FOR ERECTING THE BUILDING FORMANCE REQUIREMENTS SPECIFIED DESCRIBED IN THE APPLICABLE PURCHASE ORDER MID SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR BY BUTLER. THE BUTLER ENGINEER'S ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN SEAL DOES NOT APPLY TO THE APPROVAL OF BUTLER BUILDINGS. PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT THE GENERAL CONTRACTOR ANWR ERECTOR IS SOLELY FURNISHED BY BUTLER EXCEPT TO RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORIWANSHIP ANY DESIGN OR PERFORMANCE IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS REQUIREMENTS SPECIFIED BY BUTLER. ALLAPPLI BLE BUTLERERECTIONERECTION GUIDE SYANO' AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRFTON PERMIT # BUTTE COUNTY DEVELOPN4ENT SERVICES REVEWED FOR CODE dbmP FANCE ' DATE BY RELEASE FOR FINAL CONST. ANCHOR BOLT DETAIL SHEET DER NORTH VALLEY BUILDING SYSTEMS TC'AER LUNDBERG FAMILY FARMS AT1ON RICHVALE, CA JECT DERS POM "BM 174113 B�IT[.tR DATE 10/11/10 ® ABrrBmp�BYNy DRAWWCHECK AV LCT PAGE 01 J �j 0 0 I 1 OOi M O I N N 0 1 ` p Y Y Y Y Y "10 12 13 14 17 18 20 22 23 252'-6 Ew 142'-0" 64'-0'EW 46 -6 12'-0" 22'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 1 20'-0" 1 20'-0" _ 20'-0" I20'-0" I 20 -0" I 18-6" 6" 4'-6" -6 6" 6- -6" 4'-6" J -1 - EW io I yB 04 m 0� I I _ I I I I I I I 2-5 4'-6" I I w Iw I I I I I I 3:12 3:12 I I EW to — — — — — RIDGE I tC4I /oil r I I I I I — I II --m o I o I 5.514.12 3.12 — —L9- 'oI ,"' — — I I ve4 � Gas I �l I i ILEEa — I I / .835:12 5.514:12 E _ — I ®----�--- -- ---�3:12 I io Y I I - RIDGE I 'v I --r B I I I no 0- 0 Val— _ ED 5.514:12 5.514:12 I I Rol I � � .dry � I I I I / RIDGE O I M I D7 e I — O w lJ Nr7 � 1 N to _ _ — _ — — — — _ _ — 1'-0" 10 Q lt�2'-9" I �" I 2'- 1'-0" 0 I THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER 4'-6" 1 1 29'-6" —1 31'-6" 1 T 42'-0" T 18'-6- 1-6'-6- 20'-0- 8'-6" 1-6'-6"20'-0" 14'-0" 20'-0" 11'-6" 23'-6" 20'-0' 23'-6- 65'-6" EW 67'-0" 132'-6" T ' (Db'-l=I 11 13 14 15 16 19 dD 23 VALLEY AND HIP BEAM FRAMING PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE SMILING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORIO.MNSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING NOTE: HB = HIP BEAM VB = VALLEY BEAM 0 I 0 I M N (O I O n X O I O N c0 I LO 7 fo I N ^ y(vI , 0 I O N , 0 I i� 0 I 04 N iD I 1n in Z O N O � O N 0 I CD 0 I PO N PERMIT # 0 BUTTE COUNTY DEVELOPMENT SERVICES cnnn EVI E'AIE- FOR CODE 'V P.I ANCE DATE 13Y CID aj - n J �I 3 v Butler Buildings 1540 Genesee SL Kansas City, MO 64102 DATE BY DESCRIPTION 10.18-10 LCT ADDED DIMENSIONS RELEASE FOR FINAL CONST. VALLEY AND HIP BEAM FRAMING PLAN DER NORTH VALLEY BUILDING SYSTEMS JOB# 174113 TOMER LUNDBERG FAMILY FARMS \TION RICHVALE, CA B:,/%LtR DATE 10/11/10 JFGT O DMWWCHECK A ft~ Sbd Ow"b AV LCT DERg PC# PAGE 01K BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 1 B 12 0097284 3/4 x 2-1/2 HI STIR. 0095235 1'-101/2" 1 C 8 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1264 D 8 0097282 5/8 x 2-1/4 HI STIR. 0095233 2 G 4 0097282 5/8 x 2-1/4 HI STIR. 0095233 PCL1043 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 OP76020 10112'1 C347 2 0545101 1 1 11-41/2" 1 C346 3 0545102 1 PBM1112 1'-101/2" 1 C347 PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1019 2 OP76020 ROOF BEAM 141-3 7/8" ELEVATION ON GRID 3 PBM1079 1 0P'76022 JACK BEAM 30'- 0" PBM1112 2 OP'76016 ROOF BEAM 22'- 8" PBM1264 2 OP'75952 CANOPY BEAM 3'- 2" lfR}' RELEASE FOR FINAL CONS "T�, PBM1322 2 0P76002 ROOF BEAM 121- 4 7/16" FORMANCE REQUIREMENTS SPECIFIED DESCRIBIEDINTH PCL1043 2 0P75950 COLUMN 10'- 5 3/8" PCI 1046 2 OP75942 COLUMN g' 01 " REV DAT E BY DFsCRPTICN 1111116PCL1147 2 OP76018 COLUMN 8' - 3 /Z -f- 1/4" 311 11 5,-p13h6 g3f1 r r r r/ 311 44-0 h6 rs -831 r O OO -83/rs S O r3/rs O 4 o 11116 3, 3 12 O O �— 12 PBM1264 C 13 PBM1264 ® INDICATES DIRECTIONAL MARK PBM1019 PBM1019 D C C D 2 4� AW ow PCL1147 PCL1147 r 0 /g 3@5,-p1316 3 G 1 PBM1079 1 j 2 4�/8 3@5, 11116 O ® G 3 O r3/r6 zo 4'-p o 0 2@ x -171B PBM 1112 Q 4'-011/16 0 � PBM1322 4,-011116 � PBM1112 2�4;y7 o 718 C° , Iry 12 O B B PBM1322 4 Orr/16 31--- O N 0 12 A o 1 —13 B A o A B 'N w C7 A wPCL1043 = rN w cc TC T 2 o rn w Q PCL1043 J `P UDo co\_PCL1046 U J FLOOR U o LINE Eo r _ _ _ _ _ _ - PCL1046 LU- �= r i- � = 4'-6 7'-6 22'-015'-0 RIDGE 15'-0 22'-0 Q— w CVD R Q P M - K.2.:)rn r ' ELEVATION ON GRID 3 THE BUTLER ENGINEER'S SEAL APPLIES THIS lfR}' RELEASE FOR FINAL CONS "T�, ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING ,,I Butler Buildings I ( \ 1 FORMANCE REQUIREMENTS SPECIFIED DESCRIBIEDINTH 1540GenesseeSt. KarlsasCity,MO 64102 FRAME CROSS SECTIO N 1 BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE REPROEAPPLICABLEPURCHASEORDERAND SHALL NOT BE MODIFIED,DUCED OR USED FOR ANY OTHER PURPOSE P WITHOUT RIOR WRITTEN PERFORMANCE OR DESIGN OF ANY OF BUTLER BUILDINGS. REV DAT E BY DFsCRPTICN HUILDLH NORTH VALLEY , JUIl a OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO THE GENERAL CONTRACTOR ANMOR ESEC70R IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP 1 11/03/10 LCT CHANGED BOLTCALLOUT CUSTOMLR ( / 174113 unlL ANY DESIGN OR PERFORMANCE REOUIREMENTS SPECIFIED BY BUTLER. INERECTNGTIISBUILDING INCONFORMANCE WITHTHIS DRAWING. DETAILS REFERENCED IN THIS DRAWING, 'DCA TIM RICHVALE,CA 11/03/2010 ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER "RQFCT LUNDBERG FAMILY FARMS ABWeScoyn DIS WNU LCK S``.i C°"'un„y ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. iii uDEgs Pon LCT AGL PACE 02 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RE�irE-Y, ,ED FOR CODE COMPI-I NCE DATE BY BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STR. 0095235 B 12 0097284 3/4 x 2-1/2 HI STIR. 0095235 C 8 0097284 3/4 x 2-1/2 HI STIR. 0095235 D 8 0097282 5/8 x 2-1/4 HI STIR. 0095233 m V ) ( U FLANGE BRACE SCHEDULE ID 4'-()11116 � N Y DIMENSION t 1 0545100 12 101/2" C347 31__ 0545102 1'-101/2" C347 rr LijQ J ao U 0 co W� m = 4'-6 V ) ( U FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 101/2" C347 3 0545102 1'-101/2" C347 1111116 1 5 13116 "$ 1 '-8311 01 116 ]g , g,"11 Is -831, 3 O 3 83/r s'-0 '3/16 4'-o r r 0 0 12 O O 116 31-- ® ® 12 PBM 1264 —_13 C PBM1239 PBM1239 PCL1137 D C c r' p �s 1' 0 2 ;4 3@5,_p13h6 3�5 p 1311 PCL1136 3 6 j1I16 3 O O 3 4, 118 PBM 1309 O 4'-o 11/ 16 O PBM1309 3 24�r7/ T s PBM1335 g B 4-p1r�'s co PBM1335 oN 12 A 1 -13 B= B A co _ I— N W A 2 PCL1002 T = r_N TW PCL1002 T Z Q PCL1046 w °'cc ¢ PCL1046 v U FLOOR o co } _LINE - U co - T-6 22'-01'-1 15'-0 RIDGE 15'-0 22'-0 7'_6Q 98'-0 - Q w T R OM P K. ' K1 ELEVATION ON GRID 4 AND 5 RELEASE FOR FINAL �� J �� AL CONI THE BUTLER ENGINEER'S SEAL APPLIES THIS DRAWING, NCLUDINGTHE INFORMATION HEREON, ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF BUTLER BUILDINGS. Butler Buildings I ,IVAI BUTLER AND DESIGN AND PER- IT IS PROVIDED SOLELVFORERECTING THE BUILDING FORMANCE REQUIREMENTS SPECIFIED DESCRIBED IN THE APPLICABLE PURCHASE 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS SECTIO BY BUTLER. THE BUTLER ENGINEER'S SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR SEAL DOES NOT APPLY TO THE ANYOTHER PURPOSE wnHouT PRIOR WRITTENAPPROVAL OF BUTLER BUILDINGS. fF.V DATE By DESCRIPTION BUDDER NORTH VALLEY II 1104 PERFORMANCE OR DESIGN OF ANY 174113 OTHER PRODUCT OR COMPONENT THE GENERAL CONTRACTOR ANDOR ERECTOR IS SOLELY 1 11/03/10 LCT UPDATED PART SCHEDULE FURNISHED BY BUTLER EXCEPT TO RESPONSIBLE FOR ACCURATE, GOOD OUALRY WORKMANSHIP DAIS ANY DESIGN OR PERFORMANCE IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOI""N RICHVALE,CA 11/03/2010 REQUIREMENTS SPECIFIED BY BUTLER. DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GU DES, UHAM4U I cep AND INDUSTRY STANDARDS PERTAINING TO PROPER PROTECT LUNDBERG FAMILY FARMS nel�s�„v. sl.an:;vmv.�r LCT AGL ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. RI IX DFRR POtl PAGE 02A PERMIT # BUTTE COUNTY DEVELOPMENT SLE RVICES RWEMED FOR CODE COM LIANICE DATE BY PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES r1l . F-1 V'l WED FOR CODE COMPLIANCE DATE_ BY BOLTED CONNECTION SCHEDULE Q QTY I BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 H I STIR. 0095235 OP75998 B 12 0097284 3/4 x 2-1/2 H I STIR. 0095235 ROOF BEAM 22'- 9" C 8 0097284 3/4 x 2-1/2 H I STR. 0095235 PBM1322 D 8 0097282 5/8 x 2-1/4 H I STIR. 0095233 PCL1002 G r4 1 0097282 5/8 x 2-1/4 H I STR. 0095233 PCL1043 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 OP76036 1011211 C347 3 0545102 OP75998 1'-101/2" C347 013116 / 1 �,'011I16 5 16 1-83/1 83/i 5:o r3/s 3 O O 3 4-011/16 O � PBM1171 PBM1171 O 1 ® 12 13 C PCL1109 OC C r' -o 116 2 4,/8 3o5 0 13116=7 PCL1110 O 4.0 1 T 11 16 PBM1169 O 3 B 12 13 1111 L16 _8311 rr r1 12 31 PBM 1264 ---, 41La 1 �S 3@5, 013L1g�15 � 3 O 0 4' -011116 O - 2@q,_1?1s,8' 33L4 3 PBM1221 — ,,011 116 0 PBM1322 N Q12 31 1 PART SCHEDULE PHASE 1 (174113) A A A A A A A A ok ) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1169 1 OP76036 ROOF BEAM 221-911 PBM1171 2 OP75998 ROOF BEAM 13'-3 5/811 PBM1221 1 OP75996 ROOF BEAM 22'- 9" = PBM1264 1 OP75952 CANOPY BEAM 3' - 211 PBM1322 1 OP76002 ROOF BEAM 12'- 41/16" N L1J PCL1002 1 OP75980 COLUMN 10' - 5 3/811 PCL1002 PCL1043 1 OP75950 COLUMN 10' - 5 3/8" PCL1046 1 OP75942 COLUMN 9' - 0 1/211 PCL1109 1 OP75994 COLUMN 10'- 3 7/81' PCL1110 1 OP76000 COLUMN 10'- 3 7/811 CO A B AB r = Q N L1J T L u _� T J PCL1002 r = T T T= r CO v w °' w PCL1043 C? PCL1046 j FLOOR v °- LINE Q 4'-6 7'-6 22'-0 15'-0 R i DG E 15'-0 22'-0�t CC 1_U VU T R Q P°M r'A I TV ELEVATION ON GRID 10 RELEASE FOR FIN ST. THE BUTLER ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. Butler Buildings ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- OR 1540GenesseeSt. Kansas City,MO 64102 FRAME CROSS SE ySN FORMANCE REQUIREMENTS SPECIFIED DESCRIBEDED PURCHAING SE RDERNc DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL BE MODIFIED, REPRODUCED USED FOR RIItDFR REV DATE BY D sCRIPTIaI NORTH VALLEY �n{a 174113 BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE ANY OIHERPURPOSE WITPRIOR WRfTTEN HE hIW APPROVAL OF BUTLER BUILDINGS. PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT THEGENERAL 11/03/10 LCT ADDED PHASE CALLOUT USTOMCR UAIE 11/03(2010 LOCAII U RICHVALE, CA 0aip FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE IDLEFCONTRACTOR RACCUATE,G ODQUATORISSOLELv IN ERONSIBG6 FOR AccuNG IN GOOD QUALITY wo H THIS HiP INERECTINGTHIS THIS rnO�FCT LUNDBERG FAMILY FARMS D[14."Clii K LCT AGL REQUIREMENTS SPECIFIED BY BUTLER. DRAN9NG. DETAILS REFERENCED IN THIS DRAWING, LSREF R CEDINFORMANCE THISDRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARYnl IN DF RS P1)# PAGL BRACING. 02C PERMIT # BUTTE COUNTY DEVELOPMEN' SERVICES REW"ED QED FOR CODE COMPLIAI CE DATE Ely BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL B 12 0097284 3/4 x 2-112 HI STIR. 0095235 PBM1222 C 8 0097284 3/4 x 2-1/2 H I STIR. 0095235 PBM1224 D 8 0097282 5/8 x 2-1/4 HI STIR. 0095233 PBM1264 3r C'-0\1 FLANGE BRACE SCHEDULE ID NS PART NUMBER 1 FS PART NUMBER I Y DIMENSION DETAIL 3 0545102 2 F 1'-101/2" C347 PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1171 2 OP75998 ROOF BEAM 131-3 5/8" PBM1222 1 OP75968 ROOF BEAM 22' - 9" PBM1224 1 OP75972 FLANGE 8' - 6 7/8" PBM1264 1 OP75952 CANOPY BEAM 3'- 2" 1'-7 PCL1043 1 OP75950 COLUMN 10' - 5 3/8" _ m ! PCL1103 1 1 OP75958 COLUMN 151- 5 7/8" U- = 4 PCL1110 1 OP76000 COLUMN 10' - 3 7/8" PCL1125 1 OP75970 COLUMN 10'- 3 1/4" R Q JB AA A6 11 11 2Q2-831 15 OA31 11 �1g 6 5/013/16 1A�8 X-13AAlA6 3 3 �4'�-o 1j116 3 �Q o0 M EO O T PCL1103 PCL -I043 r EC rn Q LU v J vFLOOR °- LINE �,�OFESS'1p .. NSL F. 31 - - - - - - - - - - - - L 1'-7 ? 22'-0 15'-0 RIDGE 15'-0 9'-0 _ m ! ¢— -- U- = 4 61 '-0 Ec Lu T R Q P N ELEVATION ON GRID 13 RELEASE FOR FI 14L' ONST. THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. Butler Buildings ` BUTLERAND DESIGNAND PER- IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIEEDINTHE APPLICABLE PURCHASE ORDER AND 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS SEC ION FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHERPURPOSE WITHOUT PRIOR WRITTEN REV DATE BY DESCRFWN RunnER NORTH VALLEY 174113 SEAL DOES NOT APPLY TO THE APPROVAL of BUTLER BUILDINGS PERFORMANCE OR DESIGN OF ANY OTHER OTHER PRODUCT OR COMPONENT 1 11/03/10 LCT UPDATED PART SCHEDULE CUSTOMER THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DAIG FURNISHED BY BUTLER EXCEPT TO RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP 11/03/2010 1.0CATICIN RICHVALE, CA ANY DESIGN OR PERFORMANCE IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING, PRO GT LUNDBERG FAMILY FARMS DHAWNG1 I --CK LCT AGL REQUIREMENTS SPECIFIED BY BUTLER. ALL APPLICABLEBUTLER ERECTION GUIDES, ua sleaicom°any AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY RI Ip DERS Poa Pnet BRACING. 02D rtRtvllT # BUTTE COUNTY DEVELOPMENT SERVICES R :VI' -WED MR CODE COMPLIANCE BY - -AlT # BUTTE COUNTY DEVELOPMENT SERVICES R 4 r-EVI `-NIED FOR CODE COMPLIANCE BY_ BOLTED CONNECTION SCHEDULE NS PART NUMBER O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL B 12 0097284 314 x 2-1/2 HI STIR. 0095235 1 C 8 0097284 3/4 x 2-1/2 HI STR. 0095235 1 D 8 0097282 5/8 x 2-1/4 HI STIR. 0095233 1 N FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER 1 Y DIMENSION DETAIL 3 0545102 1 1'-101/2" 1 C347 1111 X16 ,-g311 5 0136r/js 118 11(16 ,-83/� 12 O 3 1— PBM1264 —, r 1^, -4-7 18 5,-0131j6 1' 1 5, X13116 5 -013116 O �' 016116 O O PBM1223 3 12 31 (' / I- 2 CD 1 �N CDT I T a-) Q W J O C O PBM1171 PCL1110 v FLOOR LINE PBM 1242 O Lo T PART SCHEDULE PHASE 1 (174113) PCL1043 -fT QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1170 1 OP75966 ROOF BEAM 81-6 7/8" wQcr_ PBM1171 1 OP75998 ROOF BEAM 13'- 3 5/8" PBM1223 1 OP75962 ROOF BEAM 22' - 9" FORMANCE REQUIREMENTS SPECIFIED PBM1242 1 OP75964 ROOF BEAM 13'-3 5/8" PBM1264 1 OP75952 CANOPY BEAM 31- 2" / I- 2 CD 1 �N CDT I T a-) Q W J O C O PBM1171 PCL1110 v FLOOR LINE PBM 1242 O Lo T PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1170 1 OP75966 ROOF BEAM 81-6 7/8" THIS DRAWING, INCLUDING THE INFORMATONHEREON, PBM1171 1 OP75998 ROOF BEAM 13'- 3 5/8" PBM1223 1 OP75962 ROOF BEAM 22' - 9" FORMANCE REQUIREMENTS SPECIFIED PBM1242 1 OP75964 ROOF BEAM 13'-3 5/8" PBM1264 1 OP75952 CANOPY BEAM 31- 2" SEAL DOES NOT APPLY TO THE PCL1043 1 OP75950 COLUMN 10' - 5 3/8" PCL1103 1 OP75958 COLUMN 15' - 5 7/8" PCL1110 1 OP76000 COLUMN 10' - 3 7/81' RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP PCL1111 1 OP75954 COLUMN 10'- 3 1/4" PCL1111 PBM1170 M EO O n PERMIT �k BUTTE COUNTY DEVELOPMENT SERVICES PCL1103 I EWEWE MR CODE COMPLIANCE DATE BY F ESS/a 22'-0 15'-0 RIDGE15'-0 9'-0 �z Cc r 11 w "' LL. _ P, ct RELEASE FOR F1 I A NST. Butler Buildings� 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS S q' , DAT By DESCRIPTM RU" -DER NORTH VALLEY / 'x'R" 174113 11/03/10 LCT UPDATED PART SCHEDULE CA15TOA1EIR UAIE 1 OCAmN RICHVALE, CA 11/03/2010 PROJECT LUNDBERG FAMILY FARMS Agi-blopeSieaIC—P.1' LCT AOL [it A DFRS PM PAGE 02F 61'-0 R Q ELEVATION ON GRID 17 THE BUTLER ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATONHEREON, ONLY THE WORK PRODUCT OF REMAINS THE PROPERTY OF BUTLER BUILDINGS. BUTLER AND DESIGN AND PER- IT IT ISPROVIDED SOERECTING THEBUILDING FORMANCE REQUIREMENTS SPECIFIED INTHEAPPLICABLE PURCHASE ORDER AND BY BUTLER. THE BUTLER ENGINEER'S SHALL NOTBE MODIFIED, REPRODUCED OR USED FOR ANY OTHERPURPOSE WITHOUTPRIOR WRITTEN SEAL DOES NOT APPLY TO THE APPROVAL of BUTLER BUILDINGS. PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT THE GENERAL CONTRACTOR ANWOR ERECTOR IS SOLELY FURNISHED BY BUTLER EXCEPT TO RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP ANY DESIGN OR PERFORMANCE IN ERECTING THIS BUILDING IN CONFORUANCE WITH THIS REQUIREMENTS SPECIFIED BY BUTLER. DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE COR RECT USE OF TEMPORARY BRACING Cc r 11 w "' LL. _ P, ct RELEASE FOR F1 I A NST. Butler Buildings� 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS S q' , DAT By DESCRIPTM RU" -DER NORTH VALLEY / 'x'R" 174113 11/03/10 LCT UPDATED PART SCHEDULE CA15TOA1EIR UAIE 1 OCAmN RICHVALE, CA 11/03/2010 PROJECT LUNDBERG FAMILY FARMS Agi-blopeSieaIC—P.1' LCT AOL [it A DFRS PM PAGE 02F BUTTE COUNTY DEVELOPMENT SERVICES R !H D F 0 R CODE COM,4PLIAINCE ... By--.- BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1179 B 12 0097284 3/4 x 2-1/2 HI STIR. 0095235 1'-101/2" C 8 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1264 D 1 8 0097282 5/8 x 2-1/4 HI STIR. 0095233 OP75990 G 1 4 0097282 5/8 x 2-1/4 HI STIR. 0095233 OP77642 0 F_ w FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 101f2" C347 2 0545101 PBM1179 1'-41/2" C346 3 0545102 1'-101/2" C347 2�2,�a3116 j1 16 r r 112�2,-83/is 013116 11 16 51-013/ 1'$ 11I16 5 2 ? 16 4'-p1 r16 3 r r/8 O O OO12 12 31 -13 PBM1264— , r C—PBM1264 PCL1106- n0nAH H-7-7 ELEVATION ON GRID 21.9 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 16 'ODE COMPLIANCE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS REV THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD OUALBY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1177 1 OP77648 ROOF BEAM 81-5 7/8" PAGE 02H PBM1179 1 OP77632 JACK BEAM 30'- 0" PBM1180 1 OP77638 ROOF BEAM 22' - 8" PBM1264 2 OP75952 CANOPY BEAM 3' - 2" PBM1335 1 OP75990 ROOF BEAM 12'- 4 7/16" PBM1350 2 OP77642 ROOF BEAM 141- 3 7/8" PCL1043 1 OP75950 COLUMN 10' - 5 3/8" PCL1046 1 OP75942 COLUMN 91- 0 112" PCL1096 1 OP77650 COLUMN 151- 5 1/4" PCL1097 1 OP77652 COLUMN 14'- 11 1/4" PCL1104 1 OP77646 COLUMN 15'-5 1/4" PCL1105 1 OP77640 COLUMN 8' - 3 1/4" PCL1106 1 OP77644 COLUMN 8' - 3 1/4" 2@4'- 1 ;/8 I 4'_pyr/rs � 1 O ` 12 0 13 co Q w co J � U co 0 0o Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE I BY I DESCRPTON U__ �,tJ pEL F A F RELEASE FOR FINALjCpNST/ FRAME CROSS SECTIJN J V I DER NORTH VALLEY 174113 ISTONII R DATE 11/03/2010 CATION RICHVALE, CA ABIue9cope :ileal ComVany DRAWNG14 ( K LCT AG L_ tQ1ECT LUNDBERG FAMILY FARMS II DFR'S POO PAGE 02H BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 H I STIR. 0095235 PBM1290 C 8 0097282 5/8 x 2-1/4 H I STIR. 0095233 1 11-41/2" 4, A A IA6 �''-OAAh6 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 4 101/2" C347 2 0545101 PBM1290 11-41/2" C346 4 0545101 1 1 11-41/2" 1 C347 PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1039 4 OP76024 WX BEAM 12'- 4 7/16" PBM1290 4 OP76038 ROOF BEAM 20'- 7 1/4" PCL1041 4 OP76034 COLUMN 10'- 3 3/16" PCL1046 4 OP75942 COLUMN 91- 0 1/2" 2@2-gAA�A6 1,1AA 6 y rr s 2�2'-8rrjr6 2@5�,o13116 2 5'_0131116 O O O4=prr/rs 2�4-, r ;1'8PBM1290 0 PBM1290 O 4-p11116 1 C O 12 O 12 31 O 13 O PBM1039 PBM1039 co A C C A (Oil A = = A 'D C'3 co G PCL1041 & _ � w PCL1041 Q N CV = W c0 CO W ' ' � N � o Q o Q C Do U w Lu C? Do PCL1046 U U CD PERMIT# 0o FLOOR CO BUTTE COUNTY DEVE_OPMENT SERVICES } LINE PCL1046 �, A� ca,-° REVDDA E FOR - - - -Z - - - - - - - - - - ----- - CODE COMPLIANCE W PATB BY 2E= 1 -1 1�_ 1 <G <w 4'-6 7'-6 20'-0 RIDGE 20'-0 7'-6 4'-6 ccw LL__ " = 64'-0s E 18 17.8 17 14 13 ELEVATION ON GRID X AND W ; IIi; 1 RELEASE FOR FINAL 1911t,01 THIS DRAWING, INCLUDING THE INFORMATION HEREON, Butler Buildings A!U� THE NLYTOT NS EWORR'SSEALAPPLIES REMAINS ITISPROVIEPROPERTYOFBUTLEINGTHINGS, l (� FRAME CROSS SECTIOO� I� ONLY TO THE WORK K PRODUCT OF IT IS PROVIDED SOLELYFOR ERECTING THE BUILDING Y I BUTLER AND DESIGN AND PER- DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 1540 Genessee St. Kansas City, MO 64102 FORMANCE REQUIREMENTS SPECIFIED SHALL NOTBE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN HUNDER JOE; BY BUTLER. THE BUTLER ENGINEER'S REV DATE By oesc"rnoN NORTH VALLEY SEAL DOES NOT APPLY TO THE APPROVAL OF BUTLER BUILDINGS. FEV PERFORMANCE OR DESIGN OF ANY I� T"JFR OTHER PRODUCT OR COMPONENT IHEGENERALCONTRACTORAND%ORERECTORISSOLELy 1 11/03/10 LCT UPDATED PART SCHEDULE o�I� FURNISHED BY BUTLER EXCEPT TO RESPONSIBLE FOR ACCURATE, GOOD OUALNIYWORKMANSHIP RICHVALE, CA 11/03/2010 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS oCnTION ANY DESIGN OR PERFORMANCE DRAWING DETAILS RFPERENCEDINTHIS DRAWING, Aemds,oaes�aaic�moaw olcAwNu-tuc REQUIREMENTS SPECIFIED BY BUTLER. ALLAPPUCABLEBUTLERERECTIONGUIDES, I'RajEGT LUNDBERG FAMILY FARMS LCT AGL AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY HUN DFRS Pon BRACING. 02K BOLTED CONNECTION SCHEDULE 0 QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1001 D 8 0097282 5/8 x 2-1/4 HI STIR. 0095233 1'-101/2" G 4 0097282 5/8 x 2-1/4 HI STIR. 0095233 PCL1000 12 3 1118 �,,011I16 PBM1274 "ol PCL1046- FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 2 10142" C347 2 0545101 PBM1001 11-41/2" C346 3 0545102 1'-101/2" C347 5,,�13I1 Q 8,,�13I16 4 '�11 116 O �1,1�Is PBM1000-7 C THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED SY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 111116 ,_811/16 1111116 -81111 6 5-� 13/16 116 O O � PBM1001 ELEVATION ON GRID Y THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT 6 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRTTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND,OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GU DES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Ia-Ameie 1 PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1000 2 OP76030 BEAM 14'- 3 15/16" PBM1001 1 OP76026 BEAM 10' - 0 1/8" PBM1274 2 OP76008 WX BEAM 12'- 5 5/16" PCL1000 2 OP76028 BEAM 12'- 4 5/16" PCL1046 2 OP75942 COLUMN 91- 0 1/2" PCL1082 1 OP76032 BEAM 14'- 9 3/8" 5 0 4 -0 1116 4,y7�8 4 -0 11116 PBM1274 12 73 _ 1 cfl 1 �r z 0 PCL1046 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE py RELEASE FOR FINAL C( Butler Buildings FRAME CROSS SECTIO 1540 Genessee St. Kansas City, MO 64102 DATE BY oFscRlrTaN I'ITUDER NORTH VALLEY 11/03/10 LCT ADDED PHASE CALLOUT I DCATKI" RICHVALE, CA pRI LUNDBERG FAMILY FARMS III III DFR5 PO4 wt�' -L F Li Ir as 174113 DATE 11/03/2010 DIWWN"I," Aems�„ua a�a.lc�ma.�r LCT AGL BOLTED CONNECTION SCHEDULE NS PART NUMBER O QTY I BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 1'-101/2" C 8 0097284 3/4 x 2-1/2 HI STIR. 0095235 1 G 4 0097282 5/8 x 2-1/4 HI STIR. 0095233 1 PBM1106 29/16 PBM1110 A PBM1110 co di4 A -A L_J_j :ej USE (3) 3/4" X 2-1/2" A325T HI -STRENGTH BOLT (097284) & 3/4" HEAVY HEX. NUT (095235) USE (3) 3/4" WASHERS (095946) AT SLOTS DETAIL A 3A)_ ,�3I16 O 12 5.514— PBM1084-7 C 0 lQ1� � T {{..1"L.;..• PCL1052 0 1 1 ' _00J T W /VO, I �o PCL1053 Lu CC LU 2'-9 3'-9 15 1 15.2 ) ( 16 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 10112" C347 5 0545102 PBM1106 1'-101/2" C346 1� X16 PBM1106 O � Qt PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1084 1 OP77694 BEAM 11 13/16" PBM1106 1 OP77678 BEAM -7'- 30'- 2 11/16" PBM1107 1 OP77680 BEAM 16'- 5 15/16" PBM1110 1 OP77684 JACK BEAM 19'- 1" PBM1149 1 OP77688 BEAM 20'- 4 5/16" PCL1052 1 OP77750 COLUMN 9'-0 3/16" PCL1053 1 OP77722 COLUMN 10' - 11 1/4" PCL1060 1 OP77654 COLUMN 8'- 11 1/8" PCL1063 1 OP77712 COLUMN 1 16'- 5 7/16" 3 231 `v 3,23/ 4 0 0 2 PBM1107 O O / 0 r PBM1110 DET. A DET. A SIM. N = o Lu IT` ^ 1r L / ♦� Q LU J U FLOOR - - - - LINE - - - - - - 42'-0 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT CR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 67'-0 ELEVATION ON GRID C THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCR IRED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRRTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANWOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 3s rrs�s O 4'9 0 4 PBM1149 4�r3/s A 8 0 12 -5.514 LL O 0 r A LIE] co PCL1063PCL1060 U 00 O 0o `° � 16'-05/g 2'-53/8 <� w 4 a t LL z :;i 1TTE COUNTY DEVELOPMENT SERVIt 22 R ­-V'ir_ED FOR 22.9 ,'23 ;CSE COMPLIANCE _ BY RELEASE FOR FINAL I Butler Buildings 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS SECTION I DATE BY DESCRIPTICN BULDER NORTH VALLEY �% `' JOB 174113 11/03/10 LCT CHANGED DETAIL TO BOLT CALLOUT GUSTOMl R DA[[ 11/03/2010 LocATaN RICHVALE, CA DRAWI4 (;FI (:!C PRQIECTLUNDBERG FAMILY FARMS AB1upmeCpy LCT AGL AN 11 DEB'S POq "A"L 02M BOLTED CONNECTION SCHEDULE 0 QTY I BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1117 C 8 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1118 G 4 0097282 1 5/8 x 2-1/4 HI STIR. 0095233 PCL1053 X V-0 12 5.514 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 10112" C347 5 0545102 PBM1117 1'-101/2" C346 1116 3g 1�8 PBM1117 0 0 3'23/ 2311 4 3' 2@ 0 0 PBM1118 n�, 1 PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1095 1 OP77706 BEAM 20'- 4 5/16" PBM1117 1 OP77714 BEAM 29'- 8 7/16" PBM1118 1 1 OP77676 BEAM 16'- 5 15/16" PCL1053 1 OP77722 COLUMN 10' - 11 1/4" PCL1060 1 OP77654 COLUMN 81- 11 1/8" PCL1063 1 OP77712 COLUMN 1 16'- 5 7/16" err '9' 4:rs�s PBM1095 8 0 12 — 15.514 i A LU W PCL1060 v CO 0 — - -- - - - - - - - - - - - —� - - - - - - - ,r, FESS'/0 r�r' 4L- < 42'-0 16'-05/g 2'-53/g I �7 16 22 PERMIr# 22.9 23� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ELEVATION ON GRID F CODE COMPLIANCE DATE BY RELEASE FOR FINAL t � T. THIS DRAWING, INCLUDING THE INFORMATION HEREON, BUt�2C Buildings THE BUTLER ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF BUTLER BUILDINGS. FRAME CROSS SECTIO ONLY TO THE WORK PRODUCT OF n'ISPROVIDED SOLELYFOR ERECTINGTHE BUILDING BUTLER AND DESIGN AND PER- DESCRIBED INTHEAPPUCABIF PURCHASE ORDERAND 1540 Genessee St. Kansas City, MO 64102 FORMANCE REQUIREMENTS SPECIFIED SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR BY BUTLER. THE BUTLER ENGINEER'S ANY OTHERPURPOSFWITHOUTPRIOR WRIITErJ Rev DALE qv oEscRmTrnJ BULDElt NORTH VALLEY JI,GN SEAL DOES NOT APPLY TO THE APPROVAL OF BUTLER BUILDINGS 174113 PERFORMANCE OR DESIGN OF ANY 1 11/03/10 LCT UPDATED PART SCHEDULE cusxx,JEn °�" OTHER PRODUCT OR COMPONENT RESTHE GENERAL CONTRACTOR ACCURATE,G OR ERECTOR IS SOLELY FURNISHED BY BUTLER EXCEPT TO INERECTIN EFORGINCO CONFORMANCE WITH LEFY HIP RICHVALE, CA 11/03/2010 IN ERECTING THIS BUILDING IN CONFORMANCE WI1IH THIS �ocn lk ORAWN'(•I L(;K <Et�i ANY DESIGN OR PERFORMANCE DRAWING DETAILS REFERENCED IN h113 DRAWING, a em.m,,ua;a,.I comp ­y REQUIREMENTS SPECIFIED BY BUTLER. ALL APPLICABLE BUTLER ERECTION GUIDES, ''11QCT LUNDBERG FAMILY FARMS LCT AGL ANDINDUSTRY STANDARDS PERTAINING TO PROPER _ ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY RA INGH1 n DER.,; POtl , 02N BOLTED CONNECTION SCHEDULE 0 QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STR. 0095235 PBM1007 C 8 0097284 3/4 x 2-1/2 HI STR. 0095235 1'-101/2" D 8 0097282 518 x 2-1/4 HI STR. 0095233 C347 E 16 0097284 314 x 2-1/2 HI STR. 0095235 PBM1155 G 4 0097282 5/8 x 2-1/4 HI STR. 0095233 PBM1192 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 101/2" C347 2 0545101 PBM1007 11-41/2" C346 3 0545102 1'-101/2" C347 4 0545101 23'- 11 1/4" 1'-41/2" C347 5 0545102 BEAM 1'-101/211 1 C346 PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1006 1 OP77594 BEAM 3'- 0 1/16" PBM1007 1 OP77702 BEAM 28'- 8 13/16 PBM1010 1 OP77704 BEAM 23'- 11 1/4" ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING PBM1142 1 OP77736 BEAM 35'- 1 7/16" PBM1155 1 OP77660 BEAM 19' - 10 7/8" SEAL DOES NOT APPLY TO THE PBM1192 1 OP77630 BEAM 161- 5 1/4" PBM1272 1 OP77596 BEAM 301-0 3/4" PBM1331 1 OP77656 BEAM 20'- 4 5/16" RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP PCL1011 1 OP77732 COLUMN 23'- 10 7/16" PCL1016 1 OP77720 COLUMN 16'- 2 15/16" PCL1018 1 OP77710 COLUMN 25' - 1 7/8" PCL1019 1 OP77728 COLUMN 26'- 6 9/16" PCL1020 1 OP77718 COLUMN 241-4 1/2" PCL1060 1 OP77654 COLUMN 8'-111/8" PCL1152 1 OP77700 COLUMN 8'-11 11/16" 4@4'-81/4 2 -491/6L r'67' 4@4'-51/8 1' 0 /8 r,34 r6 2' 1115 6 2@ 5-17/1 6 / PERMIT # 8 3; BUTTE COUNTY D>rVGL4PM�NT SEPViCES -111 PBM1010 1 3:03/6 2 2@3:23 REVIEWED FOR 3 Q Q O 3 3 O 2 DATE CODE" COM LIANCE 12 p BY .835— D Q PBM1272 Q 0 23� 4,r r2 PBM1006 / - C , �'`I2 � 2,5 C G X111 2@IC)PBM1007 �1 ,g G DET. 33 r 3@5-013116 �- C G O O rs/s _ 4� 2 PBM1155 PBM1192 O O T.O. B r3�s 3"$1� 1111 4 11h0 PBM1142 DET. 22 4'-7 O PBM1331 12 Q A DET. 21 -//DET. 20 I E A O r 3 �—I I-_ 12 PCL1011 PCL1018 I I � 1—�5-5/^I4 N \T 111 LL W r 1, w A w I r 1 r Q r A Q v � � I I PCL1020 J PCL1060 -'10 ' PCL1152 ¢ I PCL1019 FLOOR I v 6. P, v � CO F.F. w LINE PCL1016 ,F�l�"� �- t/���, F— If— 4'-6 29'-6 fd 20'-0 if 20'-0 20'-0 20'-0 '- 5/ F 1 a 3 l 16 0 g Lu >L z 20 22 �`` �1 :9 t' I p3 RELEASE FOR FINAL T V Butler Buildings 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS SEC1 DATF BY DESCRIPTION 131JIU7ER NORTH VALLEY 11/03/10 LCT UPDATED PART SCHEDULE ASTOWR LOCAIRN RICHVALE, CA ''1w CT LUNDBERG FAMILY FARMS RI 11 RF R'S P - LL = 132'-6 8 9 13 14 17 ELEVATION ON GRID H THE BUTLER ENGINEER'S SEAL APPLIES THIS DRAWING. INCLUDING THE INFORMATION HEREON, ONLY TO THE WORK PRODUCT OF REMAINSTHE PROPERTY OF BUTLER BUILDINGS. BUTLER AND DESIGN AND PER- ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING FORMANCE REQUIREMENTS SPECIFIED DESCRIBED uITHEAPPUCABLEPURCHASEORDER AND BY BUTLER. THE BUTLER ENGINEER'S SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANYGTHERPURPOSE WITHOUT PRIOR WRIrrEN SEAL DOES NOT APPLY TO THE APR ROYAL OF BUTLER BUILDINGS. PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT THE GENERAL CONTRACTOR AND OR ERECTOR IS SOLELY FURNISHED BY BUTLER EXCEPT TO RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP ANY DESIGN OR PERFORMANCE IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS REQUIREMENTS SPECIFIED BY BUTLER. DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY RACING ,IUB u 174113 DAIS 11/03/2010 UINWNL11- naws<ove��aslcomoa�r LCT AGL PALL 02P BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1138 C 8 0097284 3/4 x 2-1/2 HI STIR. 0095235 1'-101/2" D 8 0097282 5/8 x 2-1/4 HI STIR. 0095233 C347 E 16 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1190 rF 8 0097285 7/8 x 2-1/4 HI STIR. 0095237 PBM1331 LL C? CV FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 101/2" C347 2 0545101 PBM1138 11-41/2" C346 3 0545102 1'-101/2" C347 4 0545101 28'- 8 13/16" 1'-41/2" C347 5 0545102 BEAM 1'-101/2" C346 PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1006 1 OP77594 BEAM 3'- 0 1/16" PBM1138 1 OP77696 BEAM 23'- 11 3/4" PBM1139 1 OP77690 BEAM 28'- 8 13/16" PBM1146 1 OP77692 BEAM 301-0 3/4" PBM1190 1 OP77730 BEAM 35'- 1 7/16" PBM1331 1 OP77656 BEAM 20'- 4 5/16" PCL1060 1 OP77654 COLUMN 8' - 11 1/8" PCL1074 1 OP77734 COLUMN 16'- 2 7/8" PCL1075 1 OP77726 COLUMN 23'- 10 3/8" PCL1116 1 OP77724 COLUMN 251-1 1/4" PCL1152 1 OP77700 COLUMN 8'- 11 11/16" r r'sr� 4@4,-81/4 2'-49/16 r, 4 s 4@4'-51/8 1 0 /S 2' 1115 6 2@5'-17/16 3"03116 rs 2 Q O PBM1138 � a .835x 12 — D Q PBM1146 s Q � O PBM1006 C A C 13116 E 3@5 -0 � — g11a 3`' ,,01111 PBM1190 ,,'11116 1111r 5 A -0 V 12 3F PCL1075 PCL1116 (O � A UJ w 01 = FLOOR � U PCL1152 CO Q LINE O w J °°U - - - - - - - C° ~ - - - - - - - - - - w 2i m w 4'-6 29'-6 20'-0 60'-0 132'-6 ,s r O PBM 1139 O rrs/s 4_9 4 4�r3 1s O PBM1331 F- F A O 12 r� CD LL —:7 w CD 0) = O cc: A CE T w T PCL1060 w `D U U 00 PCL1074 0 co LU LD w w 16'- 5/g '�` LL = LITTE COUNTY DEVELOPMENT SERVICES 8 9 13 14 t_VIrkfVE>D FOR THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ELEVATION ON GRID J THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PUPPOSE WITHOUT PRIOR WRRTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANDiOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY RACIPIG. BODE COHLIANCE BY RELEASE FOR FINALT. Butler Buildings L1 II 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS SECTIbNI JOB b DAF BY DESCRIPTION °'10.DFR NORTH VALLEY 174113 oSTOMER DATE 11/03!2010 I'`MT RICHVALE, CA UiiAW N(.I L(;K PRO6CTAGI-b-P=s�xaiCom vany LCT AGL LUNDBERG FAMILY FARMS PAGE RI 111 DFRS PO# ()20 BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1095 C 8 0097284 3/4 x 2-1/2 HI STIR. 0095235 1 1'-41/2" D 8 0097282 5/8 x 2-1/4 HI STIR. 0095233 PBM1183 E 16 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1271 F 8 0097285 7/8 x 2-1/4 HI STIR. 0095237 PBM1273 K 6 0097284 1 3/4 x 2-1/2 HI STIR. 0095235 PCL1060 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 10112" C347 3 0545102 PBM1095 1'-101/2" C347 4 1 0545101 1 1 1'-41/2" C347 21115 6 2@5-17/16 4@4'-51/8 ,835x 12 — 0 PBM1271 D 0 3 2'-5_1 `� 11 116 r 1 12 M 3 r— K Lo N PBM1152 r A �0 1 o Lr, w T (.0c:) T r `1Q/ Q PCL1095� /PcLl076 J 1 20'-0 ' an 10 13 PCL1116 a 1 -1 t-- 20'-0 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 14 4@4'-81/4 O�PBM1273 0 PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1006 1 OP77594 BEAM 31-0 1/8" CODE. COMPLIANCE PBM1095 1 OP77706 BEAM 20'- 4 5/16" Butler Buildings SECTION� -' � FRAME CROSS I.� PBM1152 1 OP77666 BEAM 211-2 5/8" DATE By DESCRIPTION TTON NORTH VALLEY � � ' PBM1183 1 OP77772 BEAM 28'- 8 13/16" LOCATION RICHVALE, CA PBM1271 1 OP77776 BEAM 30' - 0 1/4" HUI DER'S P-- PBM1273 1 OP77774 BEAM 23'- 11 3/4" PCL1060 1 OP77654 COLUMN 8' - 11 1/8" PCL1074 1 OP77734 COLUMN 161- 2 7/8" PCL1076 1 OP77668 COLUMN 10'- 9 15/16" PCL1095 1 OP77778 COLUMN 23'- 10 3/8" PCL1116 1 OP77724 COLUMN 25'- 1 1/4" r: 2 -49/i 6 r 4 61 1�76 1' 0 '2 Q 0 3:03/ rs l FLOOR LINE - — - Y_ __ - — - — - 60'-0 • .l ELEVATION ON GRID L THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIE, REPRODUCED OR USED FOR ANY OIHER :W ITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP M ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GU DES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING PBM1183 0 r� LD w TTT T V/ T w J U PCL1074 J 4"9r 4 4: r3/s r PBM1095 0 22.9 23-- �A 12 —5.514 � A- 0 A CODE. COMPLIANCE < RELEASE FOR FINAL pO LU o J Butler Buildings SECTION� -' � FRAME CROSS I.� PCL1060 U Co 0 DATE By DESCRIPTION TTON NORTH VALLEY � � ' c 16' -05/g 11/0310 LCT UPDATED BOLT SCHEDULE xsTwER °"' 11103/2010 �LU � t 22.9 23-- �A ;i22 BUTTE COUNTY DEVELOPMENT SERVICES r � A- REVer— ED FOR CODE. COMPLIANCE RELEASE FOR FINAL pO Butler Buildings SECTION� -' � FRAME CROSS I.� 1540 Genessee St. Kansas City, MO 64102 DATE By DESCRIPTION TTON NORTH VALLEY � � ' 113u 174113 11/0310 LCT UPDATED BOLT SCHEDULE xsTwER °"' 11103/2010 LOCATION RICHVALE, CA Aewe��o`aiaaicomva�� uruw4u-qac LCT AGL PITIUCT LUNDBERG FAMILY FARMS PAGE ()'JR HUI DER'S P-- BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1157 C 8 0097284 3/4 x 2-1/2 HI STIR. 0095235 PBM1158 D 8 0097282 5/8 x 2-1/4 HI STIR. 0095233 PBM1159 F 8 0097285 7/8 x 2-1/4 HI STIR. 0095237 PBM1343 G 4 0097282 1 5/8 x 2-1/4 HI STR. 0095233 PCL1060 2'Fl 5 6 2@5'-17/16 -111/ .835 — PBM 115', PBM1006—A PCL1086-� FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 10112" C347 3 1 0545102 PBM1157 1'-10112" C347 4@4'-51/8 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELDWORK PBM1006 1 OP77594 BEAM 3'- 0 1/16" PBM1157 1 OP77740 BEAM 301-0 7/8" PBM1158 1 OP77746 BEAM 23'- 11 1/4" PBM1159 1 OP77764 BEAM 28'- 8 13/16" r PBM1343 1 OP77658 BEAM 20'- 4 5/16" A C PCL1060 1 OP77654 COLUMN 81- 11 1/8" PCL1085 1 OP77698 COLUMN 161- 2 7/8" PCL1086 1 OP77748 COLUMN 23'- 10 7/16" PCL1087 1 OP77744 COLUMN 25'- 1 1/4" PCL1088 1 OP77738 COLUMN 26'- 5 15/16" PCL1089 1 OP77742 COLUMN 241-3 1/8" HUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ELEVATION ON GRID N CODE COMPLIANCE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS, THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BU ILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE I BY I DESCRIPTION �,V:L F. L.I RELEASE FOR FINAL C�N FRAME CROSS SECTION 4@4'-8114 2'-4yi 6 r; 6rr6 AUSTOMLR DDAncrj RICHVALE, CA r'3 I It DFI?S PO PBM1158 � 8 3: o�js 3:2 2@3: 23/ 2 4 A'r r A C O PBM1159 3'S r rr rs/6 71 C 8r 3 2.rrs/s G O 6 4 r �'rsi r 6 PBM1343 PCL1089 F A � O PCL1088 = o _ 12 —5.514 �T 07 w = U- O (0 r ¢ Lu A Q FLOOR v PCL1060 W _j C° U co LINE PCL1085 0 - - t=I - - - 20'-0 20'-0 16'-05/8 T w 2'-53/8 HUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ELEVATION ON GRID N CODE COMPLIANCE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS, THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BU ILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE I BY I DESCRIPTION �,V:L F. L.I RELEASE FOR FINAL C�N FRAME CROSS SECTION IUL)ER NORTH VALLEY AUSTOMLR DDAncrj RICHVALE, CA waIECT LUNDBERG FAMILY FARMS I It DFI?S PO 174113 VTLER DATT 11/03/2010' DRAWN'( LK nem.5��wsl..Izomo+�r LCT AGL PAVE 0?_S BOLTED CONNECTION SCHEDULE Q QTY I BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-112 HI STR. 0095235 0545101 12 2.1211 Lo PCL1072 4'-17 A1RIC, 12 O 31 col r 7'-0314 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 2 101/2" C347 3 0545101 PBM1115 1'-41/2" C347 6 0545046-29-4 11-113/81, NOTE 1 7 0545046-29-4 12'- 2 15/16" 11-93/81, NOTE 1 8 0545046-29-4 ROOF BEAM 11-65/811 NOTE 1 9 0545046-29-4 OP75976 1'-3" NOTE 1 2'-7314 7`-034 1 1 T-0314 7 7 1 1 I 1 DET. 2 I I PBM1115 " A A T -3r: I I w 4 o < Q FINISHED 1 I vFLOOR — — — — — — , 1 1 1 41 rr'/. _ — HIP BEAM 1 & 2 716 DET. 16 I J cO U O PCL1046 ' FINISHED 4 FLOOR 1 2 @ GRID M V T @ GRID 2 ELEVATION ON GRID M AND 2 716 4`1 4,-01 � 116 O O 31 12 — (ol DET. 16 \—PBM1122 1 I PCL10461 FINISHED - - 4 6FLOOR 1 2 @ GRID T K M @ GRID 2 3 ELEVATION ON GRID T AND 2 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 1 PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1109 2 OP75974 ROOF BEAM 22'- 7 3/16" PBM1115 2 OP76010 ROOF BEAM 30'- 5 1/16" PBM1121 2 OP76046 ROOF BEAM 12'- 2 15/16" PBM1122 2 OP76044 ROOF BEAM 12'- 2 15/16" PBM1261 2 OP75976 ROOF BEAM 12'- 4 7/16" PBM1347 2 OP76012 ROOF BEAM 17'- 3 7/8" PCL1046 6 OP75942 COLUMN 9' - 0 1/2" PCL1054 2 OP76004 COLUMN 10'- 10 1/4" PCL1058 2 OP76042 COLUMN 10'- 5 11/16" PCL1072 2 OP76006 COLUMN 8'- 9 11/16" NOTE 1: SEE 04 DRAWINGS FOR DETAIL 1� 1013 �6 3@5, 0131j6 � .01116 O O 2@4'171$ PBM1109 �, -011116 O 12 31 DET. 1 PBM1261 CO � A I T �f cI _j PCL1058 co U PCL1046 O b a Lu Lu�- Q L Q o— 4'-6 7'-6 U_= oc= THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PIJRCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/CR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING I 1 A � I v 1 T w I N = rr o Q 1 LU 1 v FINISHED I FLOOR 22'-0 34'-0 U ELEVATION ON GRID R AND P PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY 3 RELEASE FOR FINAL CQNST� Butler Buildings / /� / l 1540 Genessee St. Kansas City, Mo 64102 FRAME CROSS SECTION C/ DATE By DEGCRI'TION RULDER NORTH VALLEY 11/03/10 LCT CHANGED GRID CALLOUT CUSTOMER OCA M" RICHVALE, CA ' ''ADT LUNDBERG FAMILY FARMS Ill III DPRS PM JW 4 174113 DA E �/ /�I� 11/03/2C10 A ews��P�:adai c�mv.�� DIAIWNULI LCT AGL PAGE 02T BOLTED CONNECTION SCHEDULE ID QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STR. 0095235 0545046-29-4 12 2.1211 co 1 . r 12 2.1211 (0l . 2@ 5,_9112=11' -7 O 51-7'314 PCL1043 SEE FRAME AT GRID 13 DWG - 02D_ FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 101/2" C347 6 0545046-29-4 PBM1198 1'-11 3/8" NOTE 1 7 0545046-29-4 1 11-93/81, NOTE 1 8 0545046-29-4 FLOOR NE 11-65/811 NOTE 1 9 0545046-29-4 ROOF BEAM 1'-3" NOTE 1 1,_4114 3'-97116 3�"37116 FLOOR LINE - - VALLEY BEAM 1 3`.97116 3 "3711 2@7'-0314=14'-1112 n 5'_7314 0 7 5'-7314 O PBM1227 o . PBM1234 ,A I DET. 3 SIM. 7 DET. 4 REF. THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. NOTE 1: SEE 04 DRAWINGS FOR DETAIL 1 PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION ac pco �AMIE PBM1123 1 OP76014 w ~ 0o U T- PCL1072 SEE FR PCL1043 SEE FRAME PBM1198 1 o AT GRID U 17'- 2 13/16" I ED DWG - 02J AT GRID 17 >_ DWG - 02F FLOOR NE PBM1227 1 OP76060 ROOF BEAM 17'- 2 13/16" LU PBM1233 1 OP76056 ROOF BEAM 28'- 0 3/4" PBM1234 1 OP76058 LU 6'-43/8 10'-71/4 28'-37/16 PBM1269 2 LL ROOF BEAM 17' - 0 1/16" A14 V-18 U-17.8 T-17 13' - 3 11211 PCL1046 3 VALLEY BEAM 1 COLUMN 91- 0 1/2" THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. NOTE 1: SEE 04 DRAWINGS FOR DETAIL 1 PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1123 1 OP76014 ROOF BEAM 13' - 3 1/2" PBM1198 1 OP76050 ROOF BEAM 17'- 2 13/16" PBM1201 1 OP75940 ROOF BEAM 12'- 10 11211 PBM1227 1 OP76060 ROOF BEAM 17'- 2 13/16" PBM1233 1 OP76056 ROOF BEAM 28'- 0 3/4" PBM1234 1 OP76058 ROOF BEAM 281- 0 3/4" PBM1269 2 OP76048 ROOF BEAM 17' - 0 1/16" PBM1270 1 OP76040 ROOF BEAM 13' - 3 11211 PCL1046 3 OP75942 COLUMN 91- 0 1/2" PCL1072 1�2)1 OP76006 COLUMN 8'- 9 11/16" 1' _5114 5'-9112 4' 4112 314 0 6 Q 6 12 6 2.1211 CD Cc M PBM1269 I..L W 1 1�"p11s 4' 1718 3,,1314 4,-011)16 PBM1270 DET. 5 12 Q 3 � • w o A PCL1000 DET.6 -IU ~' FLOOR SEE FRAME Q A LINE AT GRID YCD LIJ r >_ PCL1072 DWG - 02L co U PCFLOOR I PCL1000 SEE FRAME – - - - — w� C� 6'-43/8 10'-71/4 Z-12 Y-13 Z-18 Y-17 HIP BEAM 2 1,-0118 314 4'"178 31 4"0"--0 � PBM1201 1 12 0 3 col r 11-0 FRAME 0 GRID 14 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APR RO'✓AL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS D RAW114G. DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY PCL1082 SEE FRAME AT GRID Y DWG - 02L I-_ 4 - LINE I AT GRID Y CO DWG - 02L LU W 4'-6 7'-6 1 '-0 LL_ _ Z Y FRAME Cad GRID 13 PERMIT # 1,-01(8 BUTTE COUNTY DEVELOPMENT SERVICES 3,-13►4 REV'IEWED FOR 4'"17 C.�DE COMPLIANCE 4.011116 vn BY231 12 T. 32 Q00 cP -w-IRAME 00 v AT GRID aFLOOR FEBS/ C?DWGeO F. �?! ao - LINEF Lu til Q w 4'-6 7'-6 1 '-0 C owc=`� / Z .3 I) FRAME @ GRID 17 J RELEASE FOR FINAL CO T� Butler BuildingsL' 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS SECTIONS 'I DATE BY DFSCRPTION UuILER NORTH VALLEY """ 174113 11/03/10 LCT UPDATED PART AND DETAIL CALLOUTS CUSTOM R DATE LOCATI`V RICHVALE, CA 11/03/2010 I)IIAWHU, (,K 0T LUNDBERG FAMILY FARMS A81ua"°` ea10o `a°' LCT AGL HI IN DFR'S PON PACE 02U BOLTED CONNECTION SCHEDULE AAQTY NS PART NUMBER BOLT NO. DESCRIPTION NUT NO. DETAIL 0545100 4 0097284 3/4 x 2-1/2 H I STIR. 0095235 21.9 22 PCL1097 SEE FRAME AT GRID 22 3@5.834 11 12 4'.6' , 12 HIP BEAM 3 PCL1099 (o 16 2:rrs o1 O 4 PBM1187 4_r 16 8 0 12 DET. 10 —15.514 1 A oC Q PCL1060 v FLOOR o LINE 16'-05/g - 2'-53/8 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 101/2" C347 10 21.9 22 0545046-29-4 1'-11 3/8" NOTE 1 11 20'- 4 3/16" 0545046-29-4 11-93/811 NOTE 1 12 BEAM 0545046-29-4 11-65/811 NOTE 1 13 1 ONLY TO THE WORK PRODUCT OF 1 0545046-29-4 1 1'-3" NOTE 1 3.1',a 1p 12 FS —72-635 pA NS CJ w I w U CID i o I CID 1'-0 18'-6 QTY PART NUMBER DESCRIPTION LENGTH cI Lu 1 OP77768 BEAM = 21.9 22 PBM1188 23 OP77770 ELEVATION ON GRID S 20'- 4 3/16" PACE PBM1189 1 OP77786 BEAM T- 0 7/16" THE BUTLER ENGINEER'S SEAL APPLIES PBM1199 1 ONLY TO THE WORK PRODUCT OF ROOF BEAM 36'- 8 15/16" BUTLER AND DESIGN AND PER- PCL1060 3 FORMANCE REQUIREMENTS SPECIFIED COLUMN 8'- 11 1/8" BY BUTLER, THE BUTLER ENGINEER'S PCL1099 1 SEAL DOES NOT APPLY TO THE COLUMN 1 8'- 9 13/16" PERFORMANCE OR DESIGN OF ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, OTHER PRODUCT OR COMPONENT I'ROIF CTLUNDBERG FAMILY FARMS ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE BRACING REQUIREMENTS SPECIFIED BY BUTLER. 1 NOTE 1: SEE 04 DRAWINGS FOR DETAIL rs 0 8 PBM1189 12 DET.9 15.514 A fr Q FLOOR PCL1060 U Co LINE o w� 4'-51/8 f 2'-53/8 Q CD C) o w� wz 23 ELEVATION ON GRID T rr r rs 3�2'rrs o �s r 4,9 O 4 PBM1188 O 12 DET. 11 15.514 PCL1096 A < SEE FRAME 1 w AT GRID 22 PCL1060 v `FLOOR q LINE - w - 00 16'-05/8 2'-53/8 1'A 18'-6 PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1187 1 OP77768 BEAM 20'- 4 3/16" DINWN0. PBM1188 1 OP77770 BEAM 20'- 4 3/16" PACE PBM1189 1 OP77786 BEAM T- 0 7/16" I PBM1199 1 OP77784 ROOF BEAM 36'- 8 15/16" RFV DATC PCL1060 3 OP77654 COLUMN 8'- 11 1/8" LCT ADDED FLOOR LINE CALLOUT PCL1099 1 OP77780 I COLUMN 1 8'- 9 13/16" IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DATE CODE COMPLIANCE 21.9 22 23 ELEVATION ON GRID O 174113 NAIL RELEASE FOR FINAL I THIS DRAWING, INCLUDING THE INFORMATION HEREON, 11/03/2010 DINWN0. REMAINS THE PROPERTY OF BUTLER BUILDINGS. nswsov, s�a�Ico�rpz�y Butler BuIIdIIIgS L AGL IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING PACE FRAME CSEC p SECTIO ROSS IO DESCRIBED IN THEAPPLICARLE PURCHASEORDERAND 1540 Genessee St. Kansas City, MO 64102 I SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN RFV DATC BY DESCRIPTION InnIDFR NORTH VALLEY APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND OR ERECTOR IS SOLELY 1 11/03/10 LCT ADDED FLOOR LINE CALLOUT CIISTM1ER RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IOCATItN RICHVALE, CA IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, I'ROIF CTLUNDBERG FAMILY FARMS ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING 14 11 DERS PO5 F 7 f JUB M 174113 NAIL 11/03/2010 DINWN0. ( K nswsov, s�a�Ico�rpz�y LCT AGL PACE 02V BOLTED CONNECTION SCHEDULE O QTY I BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 0545046-21-3 0 F_ T "A' 1� , 2 6 11 8 1 1 O O c �\ O 12 5.514x— j PCL1059 FLOOR LINE I PBM1108 I I I I I ELEVATION ON GRID 19 & 21 1511e 1� a �511e O O 12 5.5141— .� PBM1260 PCL1131 I I A CL FLOOR I _LINE I I = 13'-0 C� LU LB C ELEVATION ON GRID 22 DET. 12 DET. 15 PCL1063 SEE FRAME AT GRID C FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 2 10112" C347 14 0545046-21-3 PBM1126 1'-2 7� NOTE 7171 NOTE 1: SEE 04 DRAWINGS FOR DETAIL e 5 -'� g11� 2@3.11314 ,'1112 14 1 1� 0 12 3.899F — oc O A Q � `I J PCL1066 bo 0 FLOOR bo r LINE co w= < w 3'-59/16 22'-87/16 A-23 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. Hip Beam 4 3@5'013116 12 3 r._ r - FLOOR -LINE - - PBM1126 ELEVATION ON GRID 17 C-22-2222 N T DET. 13 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILD INGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1108 2 OP77686 BEAM 21'- 0 7/8" 1'-55/16 PBM1126 1 OP77758 BEAM 28'- 8 9/16" PBM1127 1 OP77754 BEAM 28'- 8 9/16" PBM1260 1 OP77604 BEAM 12 - 9 7/16" PBM1361 1 OP77578 BEAM 19'- 4 11/16" PCL1059 2 OP77682 COLUMN 101- 11 1/8" PCL1065 1 OP77752 COLUMN 10' - 11 7/16" PCL1066 1 OP77756 COLUMN 1 8'- 10 3/16" PCL1131 1 OP77800 COLUMN 12'- 1 5-6"11- 2: -6 2 I 2@ �I Q��'1112 ,/2 14 14 14 1� C I I PBM1127 I I I 14 12 3.899F— (01 00 Q 0 PCL1065 --,,, LU _ J o FLOOR 00 LINE w= Lu 9'-25/16 LL_ z A-15 A � wT rn = o T pC w J 1'-55/16 18'-45/8 V-5 DET. 14 B-16 C-18.5 Hip Beam,,5, BUTTE COUNTY DEVELOPMENT SERVICES REVIE- ED FOR 22 CODE COMPLIANCE DATE BY ♦♦ , B 22 A -A Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 11/03/10 LCT ADDED PART CALLOUT RELEASE FOR FINAL C, M8T. FRAME CROSS SECTIONS tt" NORTH VALLEY TOMER ATK" RICHVALE, CA Ur CT LUNDBERG FAMILY FARMS DFR'S PO# 174113 ou DALE 11 /032010 UHAW N LI L(;K Aewe­w­­comu­r LCT AGL BOLTED CONNECTION SCHEDULE O QTY I BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STIR. 0095235 0545101 2, 4111 6 1. p 14 3@5,-013116 O p11 [16 O 4,_711116 4 011[j6 3'-811s 4 PBM1257 O DET. 17 ' r 12 31 Q Aco = / c� L v PCL1152 - = co C? w } J (D w 1 -1 � w 4'-6 LL 2 I I I PCL1011 -Al SEE FRAME I FLOOR AT GRID H LINE - -L 30'-6 35'-0 ELEVATION ON GRID 13 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 1 0545100 1 101/2" C347 2 0545101 PBM1151 11-41/2" C346 4 0545101 11116 p 11-41/2" C347 5 0545102 361-0 3/411 1'-101/2" C346 6 0545046-29-4 BEAM 1'-11 3/8" NOTE 1 10 1 0545046-29-4 1'-11 3/8" NOTE 1 14 0545046-21-3 2 11-27/811 NOTE 1 15 PANE 02X 0545046-21-3 1'-2 7/8" NOTE 1 2^ _gg116 ' -89116 3' -109111 -1 p I$ H , _813[16 5 3'-41 5 6 10 OAO 7 10 O 3' -11 318 4' -p 1166 6 1'-39116 10 14 DET. 19 15 2.652 12 — PBM1329 (o ro PBM1150 w I-_ A TI I EO PCL1078 2 5'-11/2 w8'-67/16 8'-6'/16 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. DET. 18 PCL1053 SEE FRAME AT GRID F FLOOR LINE 26'-23/16 Valley Beam 2 THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AMD SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANYOTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR 2 SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALrrY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1150 1 0P77664 BEAM 13'- 10 1/4" PBM1151 1 0 P77672 BEAM 35 - 6 5/8" 11116 p PBM1257 1 0 P77670 BEAM 361-0 3/411 1540 Genessee St. Kansas City, MO 64102 PBM1329 1 OIP77584 BEAM 25'- 11 1/4" PCL1078 1 OIP77674 COLUMN 91-0 1/8" PCL1152 2 OIP77700 BEAM 1 8'- 11 11/16" PANE 02X NOTE 1: SEE 04 DRAWINGS FOR DETAIL BY 2,-4111 6 1, p 14 3@51-p13116 RELEASE FOR FINAL 3 -8 Is 11116 p Butler Buildings 011[16 4, _711116 4 PBM1151 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS SECTIONS O DATE By DESCRIPTIO AI 12 31 11/03/10 LCT AIDDED FLOOR LINE CALLCUT Cu TOMnv ' new°"°`°sl°°ic'm°'°" 11/03/2010 PRajEGT LUNDBERG FAMILY FARMS DRAW N'CI I (;I( LCT AGE Bl In ITFR'S POp PANE 02X I A F- _PCL1018 G SEE FRAME co Luco v PCL1152 = AT GRID H 00 DO o Q FLOOR 0o _j LINE Lu Q41 4'-6 30'-6 fw I- = 35'-0 ELEVATION ON GRID 14 cb _,inAIT # BUTTE COUNTY DEVELOPMENT SERVICES] �+ REVIEWED FOR r"ODS r%nhA I IANCE %; �Q BY Fr RELEASE FOR FINAL T. Butler Buildings / 1540 Genessee St. Kansas City, MO 64102 FRAME CROSS SECTIONS DATE By DESCRIPTIO HINDER NORTH VALLEY JUB4 174113 UA n- 11/03/10 LCT AIDDED FLOOR LINE CALLCUT Cu TOMnv LocnTITN RICHVALE, CA new°"°`°sl°°ic'm°'°" 11/03/2010 PRajEGT LUNDBERG FAMILY FARMS DRAW N'CI I (;I( LCT AGE Bl In ITFR'S POp PANE 02X BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 0097284 3/4 x 2-1/2 HI STR. 0095235 0545046-21-3 4@4'-71/8 4'-07/16 2@5'-313/16 14 14 14 14 12 14 14 .805 �— r� I IPBM1237 �o II DET. 26 II II o II II r II II 20'-91 /8 DET. 27 FLANGE BRACE SCHEDULE ID NS PART NUMBER FS PART NUMBER Y DIMENSION DETAIL 4 0545100 1 101/2" C347 14 0545046-21-3 1 1 1'-2 7/8" NOTE 1 15 27'- 3 13/16" 1 0545046-21-3 1 1'-2 7/8" NOTE 1 4'-1101/16 4'-1011/1 2@4'-103/,, 14 14 14 PBM1245 PBM1247 DET. 27 20'-91/8 cb- 14 Valley Beam 4 1 r 23/16 3 1-4 2-111, 1j11 6 5'-4 3114 29' 14 14 PBM1248 12 12.635 DET. 30 +24'-6" - DET. 31 Q 20 Valley Beam 5 G Q DT -t ------ D ET. 29 I 14'-51/16 17 DET. 28 61 NOTE 1: SEE 04 DRAWINGS FOR DETAIL 0- DET. 29 SIM. PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1226 1 O'P77788 ROOF BEAM 191- 3 1/2" PBM1247 IDET. 28 REF. B PBM1236 1 0 P77620 ROOF BEAM 27'- 3 13/16" 11/03/10 LCT MOVED PURLIN BEAM 1 SECTION UFP PBM1237 1 0 P77618 ROOF BEAM 20'- 3 11/16" DET. 37 REF. PBM1245 1 0 P77798 ROOF BEAM 11'- 0 1/4" ARmaao�si.droomoa�r PBM1246 1 0 P77612 ROOF BEAM 19'- 9 13/16" �' IB i� PBM1247 1 0 P77796 ROOF BEAM 201- 8 1/2" PBM1248 1 0 P77610 ROOF BEAM 12'- 7 15/16" RIDGE PBM1359 1 0 P77808 I ROOF BEAM 12'- 7 15/16" PCL1124 1 0 P77790 I COLUMN 8'- 11 3/8" 4'-71516 i 315116 1 12 15 2.121 CID Q O A co U I I 5�-31316 5'-314 1� � 14 Ir DET. 24 PCL1043 SEE FRAME AT GRID 10 PBM1236 Valley Beam 3 PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES 3; REVIEWED FOR 2 CODE COMPLIANCE DET. 36 2@3,23 DATE BY - +24' -6'1 Y+24'_6" �FESs/©� �G ` p^ co�,, PBM159 DET37 r_� r +17' 1 -0 20'-0 20 22 22 Purli n Beam 1!/ l 1 RELEASE FOR FINAL C N I Butler Buildings FRAME CROSS SECTIOWS PBM1245- I ` L_ 1540 Genessee St. Kansas City, MO 64102 PBM1247 IDET. 28 REF. B I is BUILDER NORTH VALLEY '� 11/03/10 LCT MOVED PURLIN BEAM 1 SECTION UFP DET. 31 REF. o ��- DET. 27 REF. I DET. 37 REF. T DItAWN'(kLU( PRO.IFCT LUNDBERG FAMILY FARMS ARmaao�si.droomoa�r DET. 26 REF. LCT AGL PBM1248 DET. 36 REF. �' IB i� DET. 27 REF. X PBM1359 REF. �-� RIDGE --------- PBM1237 P _ _ _ _ _ _ _ - - - 1'-0 20'-0 13'-109/16 6'-17/16 20'-0 —' 20'-0 14 17 20 13 Valley Beam 4 Plan View THIS DRAWING, INCLUDING THE INFORMATION HEREON, THE BUTLER ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF BUTLER BUILDINGS. " ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHERPURPOSEWITHOUTPRIORWRI`TTEN APPROVAL OF BUTLER BUILOHNGs. SEAL DOES NOT APPLY TO THE PE RFOR MANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DPAWING, DETAILS REFERENCED IN THIS DRAWING, REQUIREMENTS SPECIFIED BY BUTLER. AILL APPLICABLEBUTLERERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 5�-31316 5'-314 1� � 14 Ir DET. 24 PCL1043 SEE FRAME AT GRID 10 PBM1236 Valley Beam 3 PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES 3; REVIEWED FOR 2 CODE COMPLIANCE DET. 36 2@3,23 DATE BY - +24' -6'1 Y+24'_6" �FESs/©� �G ` p^ co�,, PBM159 DET37 r_� r +17' 1 -0 20'-0 20 22 22 Purli n Beam 1!/ l 1 RELEASE FOR FINAL C N I Butler Buildings FRAME CROSS SECTIOWS V 1540 Genessee St. Kansas City, MO 64102 DATE BY OESCRIPIM BUILDER NORTH VALLEY 174113 11/03/10 LCT MOVED PURLIN BEAM 1 SECTION UFP ("STOWR uAIE 11!03/2010 LOCA" "'N RICHVALE, CA DItAWN'(kLU( PRO.IFCT LUNDBERG FAMILY FARMS ARmaao�si.droomoa�r LCT AGL RI IR DF R'8 Pl W I JACK BEAM ROOF BEAM � ANGLE ( 0543597) NS/FS SLOTS AGAINST JACK BEAM DETAIL 1 USE (8) 3/4" WASHERS (095946) AT SLOTS IN CLIPS HIP BEAM C8X18.75 OP75982 ROOF BEAM--\ ®1 USE (12) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) USE (8) 3/4" WASHERS (095946) AT SLOTS IN CLIPS ANGLE (OHT9151 ) SLOTS AGAINST ROOF BEAM /\\—USE (2) 3/4" WASHERS (095946) AT SLOTS IN CLIPS DETAIL 9 1 ANGLE (OHT9116) SLOTS AGAINST ROOF BEAM HIP BEAM �` \ ANGLE ( 0543596) NS/FS — SLOTS AGAINST C1 2X20.7 C 12X20.7 OP75984 ROOF BEAM / —ANGLE( OHT9117 ) DAIe SLOTS AGAINST USE (4) 3/4" WASHERS ROOF BEAM J J ROOF BEAM i� USE(12)3/4"X21/2 SLOTS AGAINST A325T HI -STRENGTH 00 BOLT (097284) & 3/4 HEAVY HEX. NUT -� (095235) ANGLE (OHT9151 ) SLOTS AGAINST ROOF BEAM /\\—USE (2) 3/4" WASHERS (095946) AT SLOTS IN CLIPS DETAIL 9 1 ANGLE (OHT9116) SLOTS AGAINST ROOF BEAM HIP BEAM �` \ ANGLE ( 0543596) NS/FS — SLOTS AGAINST C1 2X20.7 C 12X20.7 OP75984 ROOF BEAM / -F 17 —T.O.C. DAIe USE (12) 3/4" WASHERS USE (4) 3/4" WASHERS (095946) AT SLOTS ulcnwNu-�-cK LCT AGL IN CLIPS ANGLE (OHT9117) -� ROOF BEAM USE (21) 3/4" X 2 1/2 SLOTS AGAINST A325T HI -STRENGTH COLUMN ROOF BEAM HEAVY HEX. NUT SLOTS AGAINST DETAIL 5 JACK BEAM USE (6) 3/4" X 2 112 ROOF BEAM A325T HI -STRENGTH 2 1/2 BOLT (097284) & 3/4 NGTH r HEAVY HEX. NUT ) & 3/4 WCOLUMN-7/ OP77624 (095235) OP76946 — �f STUB COLUMN BACK-UP f ROOF BEAM PLATEtII1v ` MN Y7- THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS, BLl+ler Buildings L 1 _ -CD HIP BEAM —\ ff SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN ANGLE (OHT9151 ) SLOTS AGAINST ROOF BEAM /\\—USE (2) 3/4" WASHERS (095946) AT SLOTS IN CLIPS DETAIL 9 1 ANGLE (OHT9116) SLOTS AGAINST ROOF BEAM HIP BEAM �` \ ANGLE ( 0543596) NS/FS — SLOTS AGAINST C1 2X20.7 C 12X20.7 OP75984 ROOF BEAM / ANGLE (OHT9116) I I SLOTS AGAINST ROOF BEAM DETAIL 2 USE (4) 3/4" WASHERS ROOF BEAM (095946) AT SLOTS IN CLIPS GIRT T -CLIP I —(OP75932) ANGLE ( 0543596) NS/FS SLOTS AGAINST COLUMN �I USE (4) 3/41 X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) USE (3) 3/4" X 2 1/2 J A325T HI -STRENGTH BOLT (097284) & 3/4 COLUMN HEAVY HEX. NUT (095235) DETAIL 6 21.9 T +17' —ELEV. __ _ T.O.C. ROOF BEAM USE (4) 3/4" WASHERS (0 59 6) AT SLOTS t ANGLE ( 0543595) NS/FS SLOTS AGAINST STIFFENER USE (16) 3/4" X 2 112 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) U COLUMN DETAIL 10 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER-FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. USE (6) 3/4" WASHERS (095946) AT SLOTS IN CLIPS ROOF BEAM COLUMN USE (12) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ROOF BEA USE (4) 3/4" X 2 1/ A325T HI-STRENI BOLT (097284) & HEAVY HEX. N Ul (095235) I T I DETAIL 3 -ANGLE (OHT9143 ) SLOTS AGAINST COLUMN OP77262 BACK-UP PLATE ANGLE (OHT9135 ) SLOTS AGAINST 1 COLUMN \ \x ROOF BEAM DETAIL 7 1 21.9 22 JACK BEAM I I ELEV I N I COLUMN -F 17 —T.O.C. DAIe USE (12) 3/4" WASHERS USE (4) 3/4" WASHERS (095946) AT SLOTS ulcnwNu-�-cK LCT AGL IN CLIPS ' )I ROOF BEAM USE (21) 3/4" X 2 1/2 IN CLIPS A325T HI -STRENGTH ROOF BEAM -BOLT (097284) & 3/4 HEAVY HEX. NUT SLOTS AGAINST (095235) JACK BEAM ANGLE (OHT9116) I I SLOTS AGAINST ROOF BEAM DETAIL 2 USE (4) 3/4" WASHERS ROOF BEAM (095946) AT SLOTS IN CLIPS GIRT T -CLIP I —(OP75932) ANGLE ( 0543596) NS/FS SLOTS AGAINST COLUMN �I USE (4) 3/41 X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) USE (3) 3/4" X 2 1/2 J A325T HI -STRENGTH BOLT (097284) & 3/4 COLUMN HEAVY HEX. NUT (095235) DETAIL 6 21.9 T +17' —ELEV. __ _ T.O.C. ROOF BEAM USE (4) 3/4" WASHERS (0 59 6) AT SLOTS t ANGLE ( 0543595) NS/FS SLOTS AGAINST STIFFENER USE (16) 3/4" X 2 112 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) U COLUMN DETAIL 10 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER-FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. USE (6) 3/4" WASHERS (095946) AT SLOTS IN CLIPS ROOF BEAM COLUMN USE (12) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ROOF BEA USE (4) 3/4" X 2 1/ A325T HI-STRENI BOLT (097284) & HEAVY HEX. N Ul (095235) I T I DETAIL 3 -ANGLE (OHT9143 ) SLOTS AGAINST COLUMN OP77262 BACK-UP PLATE ANGLE (OHT9135 ) SLOTS AGAINST 1 COLUMN \ \x ROOF BEAM DETAIL 7 1 21.9 22 JACK BEAM I I ELEV I N I COLUMN C14 OP76980 .� BACK-UP PLATE VALLEY BEAM USE (15) 3/4"X2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ANGLE (OHT9140 ) SLOTS AGAINST ROOF BEAM ROOF BEAM 1� jk/ 1 1� VALLEY BEAM ANGLE (OHT9140 ) SLOTS AGAINST ROOF BEAM IUSE (6) 3/4" WASHERS (095946) AT SLOTS IN CLIPS DETAIL 4 USE (6) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ANGLE (OHT9168 ) SLOTS AGAINST ROOF BEAM / / ROOF BEAM / / /—ROOF BEAM ___ - _(i) USE (2) 3/4" WASHERS (095946) AT SLOTS IN CLIPS DETAIL 8 rtRMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY_ - RELEASE FOR FINAL CC Cross Section Detail Sheet IUnDBR NORTH VALLEY usTomo3 OCAi1''' RICHVALE, CA 'RaEcT LUNDBERG FAMILY FARMS n nl ra-R'S POp -F 17 —T.O.C. DAIe USE (4) 3/4" WASHERS ASm•s��u. maer„�no•ro ulcnwNu-�-cK LCT AGL (095946) AT SLOTS IN CLIPS ROOF BEAM ANGLE ( 0543595) NS/FS SLOTS AGAINST JACK BEAM ROOF BEAM 2 1/2 NGTH ) & 3/4 WCOLUMN-7/ OP77624 OP77626 UT I STUB COLUMN STUB COLUMN DETAIL 11 MN Y7- THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS, BLl+ler Buildings L 1 IT IS PROVIDED SOLELYFOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 1540 Genessee St. Kansas City, MO 64102 SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS, REV DATE BY DESCRPTON THEGENERAL CONTRACTOR ANMOR ERECTOR ISSOLELY 1 11/03/10 LCT UPDATED PART CALLOUT RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. C14 OP76980 .� BACK-UP PLATE VALLEY BEAM USE (15) 3/4"X2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ANGLE (OHT9140 ) SLOTS AGAINST ROOF BEAM ROOF BEAM 1� jk/ 1 1� VALLEY BEAM ANGLE (OHT9140 ) SLOTS AGAINST ROOF BEAM IUSE (6) 3/4" WASHERS (095946) AT SLOTS IN CLIPS DETAIL 4 USE (6) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ANGLE (OHT9168 ) SLOTS AGAINST ROOF BEAM / / ROOF BEAM / / /—ROOF BEAM ___ - _(i) USE (2) 3/4" WASHERS (095946) AT SLOTS IN CLIPS DETAIL 8 rtRMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY_ - RELEASE FOR FINAL CC Cross Section Detail Sheet IUnDBR NORTH VALLEY usTomo3 OCAi1''' RICHVALE, CA 'RaEcT LUNDBERG FAMILY FARMS n nl ra-R'S POp J(ki p 174113 DAIe 11/03/2010 ASm•s��u. maer„�no•ro ulcnwNu-�-cK LCT AGL REFER TO BRACING DETAILS FOR BOX USE (9) 3/4" X 2 112" A325T STRUT CONNECTION USE (9) 3/4" X 2 112" A325T USE (6) 3/4" X 2 1/2 HI -STRENGTH BOLT (097284) HI -STRENGTH BOLT (097284) USE (2) 3/4" WASHERS A325T HI -STRENGTH ROOF BEAM ROOF BEAM & 3/4" HEAVY HEX. NUT (095235) & 3/4" HEAVY HEX. NUT (095235) (095946) AT SLOTS (097284) & 3/4 STIFFENER USE (3) 3/4 WASHERS IN CLIPS HEAVY HEX. NUT �— 0 P77840 BOX STRUT IN CLI 6) AT SLOTS ♦ BACK-UP ROOF BEAM '� I (095235) ROOF BEAM IN CLIPS ♦ PLATE USE (3) 3/4" WASHERS �—OP77836 (095946) AT SLOTS BACK-UP 1 I ♦ I :: IN CLIPS ANGLE (OHT9118) — �. PLATE O USE 2 3/4 X 2 /2 a _ _ _ SLOTS AGAINST I� A325T HI -STRENGTH "-7c I ROOF BEAM BOLT (097284) & 3/4 ♦ 1� PLATE -} HEAVY HEX. NUT — OP77834 OP77842 (095235)HIP BEAM (NS/FS) ROOF BEAM �,� PLATE BACK-UP j j —ANGLE (OHT9169 ) '� ROOF BEAM 3 1 ANGLE L3"X3"X3/16" INSTALL BOLTS AS � ♦ �,, SLOTS AGAINST 1 USE (6) /4" X 2 /2 OP78108 (NS/FS) SHOWN TO ENSURE / 10,ROOF BEAM 4 /2 A325T HI -STRENGTH PROPER CLEARANCE `—ANGLE OHT9170) BOLT (097284) & 3/4 C HIP BEAM HIP BEAM SLOTS AGAINST HEAVY HEX. NUT ROOF BEAM CiD (095235) DETAIL 12 DETAIL 13 DETAIL 14 DETAIL 15 ROOF BEAM USE USE (6) 3/4" WASHERS A325T HIST ENG H t ANGLE (OHT9135) (0 59 6) AT SLOTS OP77838 BOLT (097284) & 3/4 f 3 SLOT AGAINST ROOF BEAM BACK-UP HEAVY HEX. NUT VALLEY USE (3) /4" WASHERS JACK BEAM HIP BEAM � PLATE (095235) ' � BEAM (095946) AT SLOTS OP76980 — � IIN CLIPS z�� I BACK-UP —ANGLE (OHT9158 ) PLATE SLOTS AGAINST _ _♦ j♦ ROOF BEAM VALLEY BEAM HIP BEAM j�♦ COLUMN ANGLE (OHT9162) /� H j I I SLOTS AGAINST t VALLEY BEAM ANGLE (OHT9135) �—ANGLE (OHT9120 ) j SLOT AGAINST I I � SLOTS AGAINST j r HIP BEAM USE (4) 3/4" X 2 1/2 VALLEY JACK BEAM A325T HI -STRENGTH BEAM USE (9) 3/4" X 2 1/2 USE (15) 3/4" X 2 1/2 BOLT (097284) & 3/4 OP76980 ROOF BEAM A325T HI -STRENGTH HEAVY HEX. NUT BACK-UP A325T HI -STRENGTH VALLEY 3 f PLATE BOLT (097284) & 3/4 BEAM BOLT (097284) & /4 (095235) USE (6) 3/4" WASHERS HEAVY HEX. NUT HEAVY HEX. NUT (095235) DETAIL 16 DETAIL 17 IN CLIPST SLOTS (095235) DETAIL 18 DETAIL 19 USE (10) 3/4" WASHERS (095946) AT SLOTS USE (7) 3/4" X 2 112" A325T 6 PERMIT# IN CLIPS HI -STRENGTH BOLT (097284) OP77766 BUTTE COUNTY DEVELOPMENT SERVICES JACK BEAM & 3/4" HEAVY HEX. NUT (095235) T-CLIP�r'- ROOF BEAM REVIEWED FOR _ _ _ _ CODE COiViP aIA ' E COLUMN _ GD Tr USE (15) 3/4" X 2 1/2 -I}' COLUMN I A325T HI -STRENGTH � � BOLT (097284) & 3/4 -} VALLEY N I �- pFESSi�j� HEAVY HEX. NUT BEAM TF. (095235) USE (3) 3/4" WASHERS -- 095946 AT SLOTS O P 77928 ( ) ANGLE ( 0543598) NS/FS I BACK-UP IN CLIPS I • USE (9) 3/4" X 2 1/2 SLOTS AGAINST COLUMN + PLATE A325T HI -STRENGTH �`° l✓ ROOF BEAM BOLT (097284) & 3/4 F HEAVY HEX. NUT —ANGLE (OHT9121) (095235) SLOTS AGAINST I �. DETAIL 20 DETAIL 21 VALLEY BEAM DETAIL 22 t . RELEASE FOR FINAL C THE BUTLER ENG I NEER'S SEAL APPLIES THIS DRAWING ,INCLUDING THE INFORMATION HEREON, p ONLY TO THE WORK PRODUCT OF REMAINSTHE PROPERTY OF BUTLER BUILDINGS. Butler Buildings BUTLER AND DESIGN AND PER- IT IS PROVIDED SOLELYFOR ERECTING THE BUILDING Cross Section Detail Shee FORMANCE REQUIREMENTS SPECIFIED DIE CRIBEDINTHE APPLICABLE PURCHASE ORDER AND 1540 Genessee St. Kansas City, MO 64102 SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR BY BUTLER. THE BUTLER ENGINEER'S ANY oTHERPURPosEwlTHouTPRIORwRDTErN SEAL DOES NOT APPLY TO THE APPROVAL OF BUTLER BUILDINGS. REV DATE BY DESCRIPTM 111tl�R NORTH VALLEY JOB" PERFORMANCE OR DESIGN OF ANY 174113 OTHER PRODUCT OR COMPONENTTHEGENERALCONTRACTGRAND,OPPRECTORISSOLELY 1 11/03/10 LCT CHANGED BOLT QUANTITY UISTOMER UA E FURNISHED BY BUTLER EXCEPT TO REsaoraslBLEFOR ACCURATE, GOOD QUALITY WORKMANSHIP 11103/2010 ANY DESIGN OR PERFORMANCE IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS IOCA 11XA RICHVALF,CA REQUIREMENTS SPECIFIED BY BUTLER. DRAWING DETAILS REFERENCED IN THIS DRAWING, DRAvuN.ur (AALL APPLICABLE BUTLER ERECTION GUIDES, rlxilBCT LUNDBERG FAMILY FARMS AamesF.rea comuaay AND INDUSTRY STANDARDS PERTAINING TO PROPER LCT AGL ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY RI wF II s POU PACE RACING. 02A8 USE (12) 3/4" WASHERS USE (21) 3/4" X 2 112 (095946) AT SLOTS A325T HI -STRENGTH IN CLIPS BOLT (097284) & 3/4 HEAVY HEX. NUT 13 (095235) ANGLE (OHT9173) -\ SLOT AGAINST COLUMN ROOF BEAM \ ROOF BEAM i I ANGLE ( 0543596) NS/FS SLOTS AGAINST C12X20.7 I ROOF BEAM HIP BEAM 1 C12X20.7 L -ANGLE (OHT9173 ) OP77844 SLOT AGAINST DETAIL 23 ROOF BEAM USE (18) 3/4" X 2 112 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ANGLE (OHT9155) - SLOT AGAINST ROOF BEAM VALLEY BEAM OP77834 r BACK-UP PLATE ROOF BEAM -� USE (9) 3/4" X 2 1/2 USE (6) 3/4" WASHERS (095946) AT SLOTS IN CLIPS 0 P77834 BACK-UP PLATE s `VALLEY � BEAM BANGLE (OHT9155) SLOT AGAINST ROOF BEAM t DETAIL 27 A325T HI -STRENGTH BOLT (097284) & 3/4 20 HEAVY HEX. NUT ROOF BEAM (095235) + —OP77834 VALLEY BACK-UP BEAM PLATE 1 ANGLE (OHT9157) - SLOTS AGAINST COLUMN USE (3) 3/4" WASHERS (095946) AT SLOTS IN CLIPS DETAIL 31 USE (6) 3/4" WASHERS (095946) AT SLOTS 1 � 1 —ANGLE S OTS AGAINST ) IN CLIPS 1 STIFFENER i ROOF BEAM VALLEY .I \ BEAM M OP77834 BACK-UP OP77834—� PLATE BACK-Up� PLATE USE (18) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT \—ANGLE (OHT9152) (095235) SLOTS AGAINST VALLEY STIFFENER BEAM DETAIL 24 USE (9) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ANGLE (OHT9155) - SLOTS AGAINST — STIFFENER ROOF BEAM USE (3) 3/4" WASHERS (095946) AT SLOTS IN CLIPS JACK BEAM OP77834 ROOF BEAM BACK-UP PLATE DETAIL 28 USE (4) 3/4" WASHERS (095946) AT SLOTS IN CLIPS ANGLE ( 0543596) NS/FS SLOTS AGAINST COLUMN USE (3) 3/4" X 2 1/2 J A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) DETAIL 32 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. GIRT T -CLIP OP75936 v � 1 USE (4) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) COLUMN USE (9) 3/4" X 2 112 A325T HI -STRENGTH BOLT (097284) & 3/4 G3) HEAVY HEX. NUT (095235) USE (3) 3/4" WASHERS OP77834 IN CL PS AT SLOTS BCK- PLATEUPt II _ �I VALLEYBEAMROOF BEAM ♦OHT9153) ♦ GAINST STIFFENER D ETA I L 125 ROOF BEAM DO NOT BOLT AT THIS LOCATION COLUMN CLIP ( OP77830 ) USE (9) 3/4" X 2 1/2 A325T HI -STRENGTH 14 BOLT (097284) & 3/4 HEAVY HEX. NUT 17 (095235) JACK BEAM ANGLE ( 0543596) NS/FS SLOTS AGAINST ROOF BEAM USE (6) 3/4" WASHERS (095946) AT SLOTS IN CLIPS DETAIL 29 -USE (8) 3/4" WASHERS (095946) AT SLOTS IN CLIPS -JACK BEAM THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING USE (13) 3/4" X 2 1f2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ANGLE ( 0543598) NS/FS SLOTS AGAINST COLUMN DETAIL 33 Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY Df_SCRIPTKXJ 11/03/10 ILCT I ADDED GIRT CLIP CALLOUT COLUMN T13 I II I I .II. USE (3) 3/4" WASHERS (0 59 6) AT SLOTS USE (9) 3/4" X 2 112 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ANGLE (OHT9154 ) 1 SLOTS AGAINST 1 COLUMN 1 J �f VALLEY L-OP77834 BEAM BACK-UP PLATE DETAIL 26 USE (9) 3/4" X 2 1/2" A325T HI -STRENGTH BOLT (097284) & 3/4" HEAVY HEX. NUT (095235) ROOF BEAM USE (3) 3/4" WASHERS OP77834 (095946) AT SLOTS PLATE BACK-UP IN CLIPS ANGLE (OHT9156) -� SLOT AGAINST ROOF BEAM ,-VALLEY BEAM DETAIL 30 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY F, RELEASE FOR FINAL CON Cross Section Detail Sheet 3 DER NORTH VALLEY TOMER A11(fl RICHVALE, CA "F0j LUNDBERG FAMILY FARMS DER'S POU 174113 DATE 1V03/2010 Df l�W f I U 1_U( new<s�ov<s�a<I comvem LCT AGL USE (6) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) VALLEY BEAM USE (2) 3/411 WASHERS (095946) AT SLOTS IN CLIP /—ANGLE (OHT9141 ) / SLOTS AGAINST VALLEY BEAM / --ROOF BEAM DETAIL 34 —OP76946 BACK-UP PLATE DIMENSION Y PART USAGE 8 O -1/2 PURLINS ROOF BEAM 8 Z-GIRTS OR COLUMN i— -- — ------ — — ----------------------- ROOF BEAM 1 7 USE (6) 3/41I X 2 1/2 I r A325T HI -STRENGTH ,✓ BOLT (097284) & 3/4 ,r HEAVY HEX. NUT (095235) I I r USE (2) 3/4" WASHERS (095946) AT SLOTS IN CLIP I A✓ ANGLE (OHT9161) — 1,/ \—VALLEY BEAM SLOTS AGAINST VALLEY BEAM � I DETAIL 35 DIMENSION Y PART USAGE O 9-1/2 PURLINS ROOF BEAM 8 Z-GIRTS OR COLUMN C346 C347 USE (9) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) USE (6) 3/4" WASHERS (095946) AT SLOTS IN CLIP COLUMN ROOF BEAM —ANGLE (OP77832) NS/FS SLOTS AGAINST COLUMN / BEAM DETAIL 36 �— PURLIN EON, , INCLUDING INFORMATION HEREON, THISTHE BUTLER ENGINEER'S SEAL APPLIES PURLIN LER REMAINS THE PROPERTY OF BUTLER BUILDINGS. REM INS THE OR GIRT IT IS PROVIDED SOLELYFOR ERECTING THE BUILDING OR GIRT FLANGE BRACE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND FLANGE BRACE SHALL NOTBE MODIFIED, REPRODUCED OR USED FOR (SEE CHART) USE (2) 1/2" X 1 1/4" (SEE CHART) SEAL DOES NOT APPLY TO THE USE (2) 1/2" X 1 1/4" FIELD BEND HEX. BOLT (095085) AND FIELD BEND THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY HEX. BOLT (095085) AND FOR ATTACHMENT 1/2" HEX. NUT (095032) FOR ATTACHMENT 1/2" HEX. NUT (095032) C346 C347 USE (9) 3/4" X 2 1/2 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) USE (6) 3/4" WASHERS (095946) AT SLOTS IN CLIP COLUMN ROOF BEAM —ANGLE (OP77832) NS/FS SLOTS AGAINST COLUMN / BEAM DETAIL 36 Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE By DESCRIPTION! USE (9) 3/4" X 2 112 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ROOF BEAM 22 V-0 ANGLE (OP77832) NS/FS ` SLOTS AGAINST COLUMN / BEAM USE (6) 3/4" WASHERS (095946) AT SLOTS I IN CLIP, I JACK BEAM DETAIL 37 ",Ivin # BUTTE COUNTY DEVELOPMENT SERVICES REV:EWED FOR CODE COMPLIANCE RELEASE FOR FINAL C001 vV Cross Section Detail Sheet 4 NORTH VALLEY ('`TpN RICHVALE, CA ,a,ECT LUNDBERG FAMILY FARMS 11 DF N PO# 174113 DnI� 11/03/2010 DRA W N'U LCK A9wcaco Ce marroompeny LCT AGL v EON, , INCLUDING INFORMATION HEREON, THISTHE BUTLER ENGINEER'S SEAL APPLIES LER REMAINS THE PROPERTY OF BUTLER BUILDINGS. REM INS THE ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELYFOR ERECTING THE BUILDING BUTLER AND DESIGN AND PER- DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND FORMANCE REQUIREMENTS SPECIFIED SHALL NOTBE MODIFIED, REPRODUCED OR USED FOR BYBUTLER. THE BUTLER ENGINEER'S AN Y OTHER PURPOSE WITHOUT P RIOR WRrrMN APPROVAL OFBUTLER BUILDINGS. SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY OTHER PRODUCT OR COMPONENT RESPONSIBLE FOR ACCURATE, GOOD OUALfTV WORKMANSHIP FURNISHED BY BUTLER EXCEPT TO IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING, REQUIREMENTS SPECIFIED BY BUTLER. ALL APR LICABLE BUTLER ERECTICN GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE By DESCRIPTION! USE (9) 3/4" X 2 112 A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) ROOF BEAM 22 V-0 ANGLE (OP77832) NS/FS ` SLOTS AGAINST COLUMN / BEAM USE (6) 3/4" WASHERS (095946) AT SLOTS I IN CLIP, I JACK BEAM DETAIL 37 ",Ivin # BUTTE COUNTY DEVELOPMENT SERVICES REV:EWED FOR CODE COMPLIANCE RELEASE FOR FINAL C001 vV Cross Section Detail Sheet 4 NORTH VALLEY ('`TpN RICHVALE, CA ,a,ECT LUNDBERG FAMILY FARMS 11 DF N PO# 174113 DnI� 11/03/2010 DRA W N'U LCK A9wcaco Ce marroompeny LCT AGL 5 4 20'-0 8326 B321 +24'-6" - - - — eR�r000 12) +17' - - — B326 B32( SECTION A �J o 0 c"j O I =W- 0 0 Q zn rn 4'-61 T-6 1 22'-0 � 0 8326 I ml CD I 01 CIO I �! c' 1 B326 SECTION B 21.9 CID 14 Cp ID 8326 ��F�11ooi B326 PART NUMBER B326 BRR1020 20 21.9 0544048 - 346 - 0 1 19'-0 ' B161X 20'-0 20'-0 19'-0 8116 REF. B326 8326 8326 8326 13115 B143 B143 o +24'-6" - - - — +24'-6" 0544049 - 428 - 0 BS01 BS01 I - B326 I I B326 8326 8326 BRR1102 eRh'r00 �p6 0544048 - 303 - 0 B004 B004 B004 B004 4 eA�r°°4 3/4 BRACE ROD (RH-RH) BRR1106 8326 0544048 - 326 - 0 C? N 1161X I B160X � 5/8 BRACE ROD (RH-RH) +17' - - — +17' 0544048 - 267 - 0 BS01 _ _ BS01 - 0095046(l) cD 3326 I 8326 5/a BRACE ROD (RH-RH) B106 REF. 1 8134 REF. 2 B134X REF. I B326 SECTION C cn SECTION D 0544048 - 152 - 0 0544058 - 072 - 0 Q©1PO1Q=) 13 14 17 17.8 18 20 21.9 22 2233 252'_g � 20'-0 20'-0 20'-0 20'-0 20'-0 t 8'-0 4'-6 7-6 20'1 20'-0 T-6 4'-6 8'-0 19'-0 1 18'-6 B001 B001 8326 BRR1024 13326 cO QRRi 024 8326I eRgr X10B326$ N SRP I � , B326 B326 11 i Y I 4'6 76 20'1 20'-0 1 7-6 4'-6 STRUT I II q I POINTS 1 II I N B326 B326 1 8326 B326 B326 11 I 13326 B161X - 13326 8326 - - - —{I---- I B160X X B001 �� �o`O �9 �� Boot I I I I BO — —I — I — — I — I I I I I UI JGUI _BFRio22 U326 [ID] egR1100 ID 8326 ��F�11ooi B326 PART NUMBER B326 BRR1020 B326 0544048 - 346 - 0 B160X I ' B161X o 0544048 - 251 - 0 5/8 BRACE ROD (RH-RH) BRR1024 2 0544048 - 246 - 0 8326 8326 BRR1086 2 B326 B326 I eR'471 Q•,�o2 � °2 0�Ln 8326 - _ 8326 o B326 I Bq4 \0L B326 'rO2 0544049 - 428 - 0 3/4 BRACE ROD (RH-RH) 0QQ• I 0544048 - 262 - 0 B326 I I B326 8326 8326 BRR1102 �q-9 �`° B tB 0544048 - 303 - 0 I Q BRR1104 4 0544049 - 342 - 0 3/4 BRACE ROD (RH-RH) BRR1106 4 0544048 - 326 - 0 C? N 1161X I B160X 0544048 - 259 - 0 5/8 BRACE ROD (RH-RH) ERR1100 4 0544048 - 267 - 0 B326 yJo 0544048-1 97-0 0544058 - 072 - 0 B326 0095046(l) cD B326 8326 5/a BRACE ROD (RH-RH) r QRR1022 — - 2 326 BRRip22 8326 -v B001 8001 cn ROOF BRACING THE BUTLER ENGINEER'S SEAL APPLIES ONLYTO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BYBUTLER'THE BUTLER ENGINEER'S SEAL DOES NOTAPPLYTOTHE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCTOR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED SYBUTLER. CO mQ 1, j°6 t 0Q� I m 8001 t _O BRR1026 - 26 I gppiog2 BRB32 109" 26 6 26 B326 OX ' I B121 B326 8326 I C — 26 6 �� B326 1 9q 10 1 0 6 I B326 '6i 9gg/0 8326 0 Ogb ge Lo 4X' B326 1 B116 1-1 . I THIS DRAW NG, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS, R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED N THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USFD FOR ANY OTHER PURPOSE WITHOUT PH" WRITTEN APPROVAL FF BUTLER BI ILDINGS. THE GENERAL CCMRACTOR AND/OR ERECTOR IS SOLELY RFSPCNSITI F FOR ACCURATE, GOOD OUALRY WORKMANSHIP N EREC I NG THIS BULDNG N CCNJFORMANCE WITH THIS DRAWING, DETAILS REFERENCED NTHIS DRAWING, ALL APPLICABLE BI TILER ERECT ONI GUIDES, AND INDUSTRY STANDARDS PERTAINING TO P ROPI-R ERECTION, INCLUDING THE CORRFCT USE OF TEMPORARY Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 11/03/10 ILCTJ ADDED B004 DETAIL PART SCHEDULE (177633) [ID] BRACE ROD SCHEDULE (174113) ID QTY PART NUMBER DESCRIPTION TURNBUCKLE BRR1020 2 0544048 - 346 - 0 5/8 BRACE ROD (RH-RH) BRR1022 8 0544048 - 251 - 0 5/8 BRACE ROD (RH-RH) BRR1024 2 0544048 - 246 - 0 5b BRACE ROD (RH-RH) BRR1086 2 0544048 - 354 - 0 5/8 BRACE ROD (RH-RH) BRR1090 2 0544049 - 428 - 0 3/4 BRACE ROD (RH-RH) BRR1100 8 0544048 - 262 - 0 5/8 BRACE ROD (RH-RH) BRR1102 4 0544048 - 303 - 0 5/8 BRACE ROD (RH-RH) BRR1104 4 0544049 - 342 - 0 3/4 BRACE ROD (RH-RH) BRR1106 4 0544048 - 326 - 0 % BRACE ROD (RH-RH) BRR1108 2 0544048 - 259 - 0 5/8 BRACE ROD (RH-RH) BRW 1000 4 0544048 - 267 - 0 5/8 BRACE ROD (RH-RH) PART SCHEDULE (177633) [ID] BRACE ROD SCHEDULE (177633) PART NUMBER IDESCRIPTION1 ID QTY PART NUMBER DESCRIPTION TURNBUCKLE BRR1026 2 0544048 - 240 - 0 5/8 BRACE ROD (RH-RH) BRR1045 7 0544048 - 234 - 0 5/8 BRACE ROD (RH-RH) BRR1092 2 0544048 - 251 - 0 5]3 BRACE ROD (RH-RH) BRR1093 1 0544048 - 282 - 0 5/8 BRACE ROD (RH-RH) BRR1094 2 0544048 - 293 - 0 5/8 BRACE ROD (RH-RH) BRR1096 1 0544048 - 278 - 0 5/8 BRACE ROD (RH-RH) BRR1098 2 0544049 - 334 - 0 3/4 BRACE ROD (RH-RH) BRR1111 1 0544048 - 146 - 0 0544058 - 072 - 0 5/8 BRACE ROD (RH-RH) 5/8 BRACE ROD (RH-LH) 0095046 (1) BRR1112 4 0544048-1 97-0 0544058 - 072 - 0 5/8 BRACE ROD (RH-RH) 5/8 BRACE ROD (RH-LH) 0095046(l) BRW 1004 1 0544048 - 240 - 0 5/a BRACE ROD (RH-RH) BRW 1006 2 0544048 - 256 - 0 56 BRACE ROD (RH-RH) BRW 1007 1 0544048 - 152 - 0 0544058 - 072 - 0 5/8 BRACE ROD (RH-RH) 51- BRACE ROD (RH-LH) 1 0095046(l) PART SCHEDULE (177633) [ID] QTY PART NUMBER IDESCRIPTION1 LENGTH FIELD WORK BS01 6 1 0544241-229-6 1 BOX STRUT 1 19'-13/4" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES F V C p D FOR CODE COMPLIANCE DATE BY ^ 12 18 RELEASE FOR FINAL CONST ROOF BRACING ILDER NORTH VALLEY STOMER CATION RICHVALE, CA OJECT LUNDBEFG FAMILY FARMS iL CER'S POr 174113 IJTLER V AIS 11/03/2010 0 A BUISx1 a scam wmPany DHAWNICHECK LCT AGL GD 1I1 1I3 PART SCHEDULE ID [ ID ] QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK BS02 2 544252-231-7 BOX STRUT 19' - 3/s" 0544048 - 289 - 0 L 22 i n 4-U — ZU' U T 11'-6 " 6'-6 17'-0 "'1 15'-0 a5' -0'r- 18'-6 a 4'-6 1 9'-6 20'-0 20'-0 20'-0 13'-10/16 '-17/1 20'-0 B326 B326 8326 8326 B160Y B326 6326 6161V B326 B326 8326 6326 8326 B324 c � I rn N I 6' �QQ �QQ� I ti I 1 m I I B326 � co B326 I 8122 �` I o I B326 B326 8326 B99ro, B326 8326 B326 8326 B324 61612 3326 o B326 I B326 B326 6326 17-0 10'-0 10'-0 5'-0 T co rr H r� gRR1026— -- 3F31026 ROOF BRACING THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER, THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. • j (� B004 -P �r- -TB 161W CO B326 B132X p 8326co 6326 8326 � <o 8001� H � = Z U j! THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRRTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS D PAWING. DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 0 CD CD 0 T CD co CD BRACE ROD SCHEDULE (177633) ID QTY PART NUMBER DESCRIPTION TURNBUCKLE BRR1026 4 0544048 - 240 - 0 5/8 BRACE ROD (RH-RH) BRR1030 2 0544048 - 289 - 0 5/8 BRACE ROD (RH-RH) BRR1044 2 1 0544048 - 230 - 0 5/8 BRACE ROD (RH-RH) BRR1058 2 0544048 - 256 - 0 5/8 BRACE ROD (RH-RH) BRR1066 2 0544048 - 291 - 0 5/8 BRACE ROD (RH-RH) BRR1068 2 0544051 - 240 - 0 0544061 - 068 - 0 1" BRACE ROD (RH-RH) 1" BRACE ROD (RH-LH) 0095272(l) BRR1070 2 0544048 - 285 - 0 5/8 BRACE ROD (RH-RH) BRR1072 2 0544048 - 331 - 0 5/8 BRACE ROD (RH-RH) BRR1074 2 0544048 - 238 - 0 5/8 BRACE ROD (RH-RH) BRR1076 2 0544049 - 337 - 0 3/4 BRACE ROD (RH-RH) BRR1078 2 0544049 - 294 - 0 3/4 BRACE ROD (RH-RH) BRR1080 2 0544049 - 311 - 0 3/4 BRACE ROD (RH-RH) BRR1082 2 0544048 - 258 - 0 5/8 BRACE ROD (RH-RH) BRR1110 2 0544048 - 334 - 0 5/8 BRACE ROD (RH-RH) BRR1114 4 0544048 - 271 - 0 5/8 BRACE ROD (RH-RH) BRR1116 1 2 0544048 - 304 - 0 5/8 BRACE ROD (RH-RH) PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REV;EWER FOR CODE COMPLIANCE DATE BY _ 12 CIP Q 1 ' L 23 LQ cb 15 1 KEY PLAN RELEASE FOR FINAL CONS ; I" Butler Buildings 1540 Genessee St. Kansas City, MO 64102 ROOF BRACING DATE eY DESCRIPTION DUILMR NORTH VALLEY J00. 174113 11/03/10 LCT I ADDED B004 DETAIL GUSTOM[R ` DAIS LOCATION RICHVALE, CA 11/03/2010 OINWNGLI-LK PROJECT LUNDBERG FAMILY FARMS nswes�„„e'wa°n'°°` LCT AGL RI III DER:S POp PACE 03A ROD DIA. NUT A WASHERS B C NOTE; REFER TO SPECIFIC ROD DIA. CLEVIS ASSY. 1/2" 095032 095872 095946 020821 DRAWING FOR BRACE 5/8" 095277 5/8" 095231 095945 095946 020821 3/4" 095278 3/4" 095235 095947 095948 020822 CONNECTION SEE DETAIL 7/8" 095279 7/8' 1 09523-71 095947 095948 020822 1' 095280 1 1/8' 095281 0 ° 1 BEAM o o ROOF ROD cryp•) 1 1/4' 095282 NUT A WASHER CLEVIS CONNECTING STEEL � B WASHER SLOT WASHER BRACE ROD \ (BEVEL WASHER) ( BRACE ROD DETAIL B001 TYPICAL BEVEL WASHER CONN. USE_�4) 7/8" X 2 1/4" A325T HI -STRENGTH BOLT 097285) AND NOTE; REFER TO SPECIFIC 7/8' HEAVY HEX. N (095237) BUILDING BRACING DRAWING FOR BRACE BACK-UP PLATE (543374) ROD REQUIREMENTS. DRAWING FOR BRACE CUP ` ` (543382) FOR CLEVIS ` O 91-1 CONNECTION SEE DETAIL (TYP.) ROOF 0 ° 1 BEAM o o ROOF ROD cryp•) DETAIL 8002 II NOTE: REFER TO SPECIFIC BUILDING BRACING DRAWING FOR BRACE ROD REQUIREMENTS. CUP (543363) FOR CLEVIS CONNECTION SEE DETAIL 8002 0YP.) C F 0 ROOF 0 ROD 0 0 (TYP.) COTTER PIN CLEVIS PIN TYPICAL CLEVIS CONNECTION HI USTRl7J4GTH/BOLT (097285)�AND 7/8" HEAVY HEX. NUT (095237) ROOF BEAM CONNECTII STEEL OR BRACE CL DETAIL B004 BACK-UP PLATE (543374) --1 BRACING STRUT (ROUND BRACING STRUT SHOWN, SQUARE BRACING ROOF -N REFER TO SPECIFIC BEAM BUILDING BRACING NOTE: DRAWING FOR BRACE ROD REQUIREMENTS. >� REFER TO SPECIFIC BUILDING BRACING DRAWING FOR BRACE ROD REQUIREMENTS. ROOF BEAM BACK-UP PLATE r— (543374) STRUT SIMILAR.) i � FOR CLEVIS FOR CLEVIS � CONNECTION CONNECTION SEE DETAIL SEE DETAIL 8 002 8002 I I I \\ R R (TYP-) (TYP.) K _ _ A %� ROOF ROD ROOF ROD J� \ CUP (543366) CUP (543367) f SIDEWALL ROD SIDEWALL ROD /2" A325T HI-STRENGTHBOLTBO T-((109( 284) AND USE (4 7W8 X 2 1/4' A325T USE 7/88" X 2 117 4 '325 3/4' HEAVY HEX. NUT 095235 7/8" HEAVY HIXL NU(T�9(0952)37) D H7/8 REHIJEAGTH VY HEX. NUT (095237) aev. acle°i a aam as an BRACING CLIP CONNECTION W. °0601 ' aoc _01 TYPICAL BRACING STRUT CONNECTION DETAIL B105 LOW EAVE LOCATION -LOW SLOPE RANGE DETAIL B106 Low EAVE BRACLOCATION ING IP LOW SLOPECONNECTIRANGEATE NOTE: REFER TO SPECIFIC NOTE:REFER TO SPECIFIC BACK-UP PLATE NOTE: REFER TO SPECIFIC BUILDING BRACING BUILDING BRACING (543374) BUILDING BRACING BACK -U DRAWING FOR BRACE DRAWING FOR BRACE DRAWING FOR BRACING PLATE (( // ROD R//EQUIREMENTS. ROD SE (OD)) REQUIREMENTS. ROOF REQUIREMENTS. (543135) HI -S7 NGTH"BOT (1097285)2 AND HI USTRLTI4GTH/BOT (097285) AND BEAM 7/8" HEAVY HEX. NUT (095237) 7/8" HEAVY HEX. NUT (095237) / %1 FOR DEEMS FOR CLEVIS CONNECTION CONNECTION FOR BOX STRUT I� SEE DETAIL SEE DETAIL �p� /� CONNECTION SEE 80021 FB -00-2-1 DETAIL 8004 OIL C - ski ' ROOF ROD ROOF ROD 0 PORTAL MAL PORTAL I \ o COLUMN (700127) 5/16" USE (2L.3'/4" X 2 1/2" A325T--t `— USE (2) 3/4' X 2 1/2" A325T �7 HIS-STRENBOLT (�0T9(7284))3AND HI -STRENGTH BOLT (097284) AND \\ // WITH (2)�WASHVY ER (095$465 3) 3/4" HEAVY HEX. NUT (09452 T) USE 4 N31H" OLTA /2* A325T J BACK-UP SLOTS IN CUP 43376 WITH (2) WASHER (095 946 6 �� G7 )BACK-UP OTS IN CLIP (543377) 3/4" HEAVY HEX. (095235) Fay. u06a lam. aeI m BRACING CLIP CONNECTION ""' °"° mv. Mx0` BRACING CLIP CONNECTION mm mm ""' MD m PORTAL FRAME TOP CONNECTION a>d 0116 e`v' lam PORTAL FRAME TOP CONNECTION Ia' D� IanL 110 BRACING CLIP CONNECTION DETAIL B115 AT LOW EAVE LOCATION -HIGH SLOPE RANGE DETAIL 8116 AT LOW EAVE LOCATION -HIGH SLOPE RANGE DETAIL 8121 SAVE LOCATION DETAIL 8122 EAVE LOCATION DETAIL 8132XBRACING VERTICAL SPLICE O COLUMN n ROOF NOTE: REFER TO SPECIFIC NOTE: REFER TO SPECIFIC NOTE: REFER TO SPECIFIC BUILDING BRACING BUILDING BRACING BUILDING BRACING n NOTE: REFER TO SPECIFIC .LTI REFER TO SPECIFICCUP II BEAM DRAWING FOR BRACE II ROOF DRAWING FOR BRACE n DRAWING FOR BRACE II C (OP75924) BEAM ROOF BUILDING BRACING BUILDING BRACING y,L ROD REQUIREMENTS. u ROD REQUIREMENTS. I I B ROD REQUIREMENTS. u DRAWING FOR BRACE RODWREQU REQUIREMENTS. 6 CUP (543367) 6 CLIP (543366) CLIP (543367) CUP ROD REQUIREMENTS. ° (543383) FOR CLEVIS c o , CUP CONNECTION v ' o FOR CLEVIS ° o ` (543382) SEEDETAIL ` o 0 o ' CONNECTION 6002 03C FOR CLEVIS �` FOR CLEMS �` SEE DETAIL CONNECTION CONNECTION 8002 �% FOR CLEVIS (') ' SEE DETAIL 0 SEE DETAIL a0 CONNECTION 8002 `) \ SEE DETAIL ROOF RO \ 6002 (T�•) _ (TYP.) 0 `� \ a (� ~ _ _ = ROD (TYP-) (TYP.) ` \ ` (Tl P) PORTAL F' � R " - PORAL BEAM USE (4) 7/8' USE (4) 7/8` X BEAM — ] • X 2 4" ROOF ROD 'R` �" ROOF ROD 2 1 25T HI- ` o �• A325T/4- US 325T HI- O STRENGTH BOLT ROOF ° -ROOF STRENGTH \ CUP (543386) CUP (543388) (097285) AND / BEAM o ROD BOLT (097285) 7 EA o P) AND 3/4" (TYP-) CUP (543377) \\S� SIDEWALL ROD \\� SIDEWALL ROD (' 095237) (543376) G�� NUT (09HEAVY 5237) USE_.(2) 3/4' X 2 1/2" A325T () // // ((44)) // / USE ((( 7284 2 13/4 HEAVY HEX. NUT USE (4) 7/8 X 2 1/4 A325T \"� HI-STRENGTTHH BOLT (097284) AND HI -STRENGTH "BOLT (097285)ANDUSE (4) ((097285)) AND (�(p952305)972W8TH (22))DW3ASHER (095948 TO HI-STRENGTH"BOLT ((697285) AND (3�4' HEAVY HEX. NUT ((095)135) WITH 7/8" HEAVY HEX. NUT (095237) 7/8' HEAVY HEX. NUT (095237) BACK-UP SLOTS IN CUP (543376) ) 7/8' HEAVY HEX. NUT (095237) J LACK /UP WASHER SHRIN 095946)CUP TO "m• 00601 ray. 110.01 BRACING CLIP CONNECTION W. mm Acv. an. BRACING CLIP CONNECTION 'm"' pm 1a'' ILaw 'd 011601 "61 1D 01 '�' mm m'/' 1D' PORTAL FRAME SLOTS BRACING CONNECTION PORTAL FRAME &BRACING CONNECTION BRACING CLIP LOCATION DETAIL B134 LOW SAVE LOCATION -LOW SLOPE RANGE DETAIL 81344 LOW SAVE LOCATION -LOW SLOPE RANGE DETAIL 8139 BACK TO BACK BRACING AT LOW EAVE-LOW SLOPE DETAIL 8143 AT LOW EAVE LOCATION -HIGH SLOPE RANGE DETAIL B160X BACK TO BACK BRACING AT LOW EAVE-HIGH SLOPE NOTE: REFER TO SPECIFIC CUP BUILDING BRACING (OP77608) NOTE: REFER TO SPECIFIC NOTE: REFER TO SPECIFIC DRAWING FOR BRACEC BUILDING BRACING BUILDING BRACING NOT REFER TO SPECIFIC DRAWING FOR BRACE BUILDING BRACING PERMIT# ROD REQUIREMENTS. DRAWING FOR BRACE ROD REQUIREMENTS. DRAWING FOR BRACE BUTTE COUNTY DEVELOPMENT SEP,VICES FOR CLEVIS o ROD REQUIREMENTS. CLIP ROD REQUIREMENTS. REVIEWED FOR CONNECTION � � / BFOO�F (OP77580) ROOF ROOF �®®� �®����� SEE DETAIL ��� CCC::: FOR CLEVIS BEAM FOR CLEVIS BEAM FOR CLEVIS CE B002 03C CONNECTION v C CONNECTION CONNECTION (TYP.) USE 4QY8" X SEE DETAIL SEE DETAIL USE ((4 7�8" X SEE DETAIL DATE B ROOF RO �' STRENGTH BOLT 8002 ~ 8002 2 1 /4") A325T HI- 8002 _ �') 097285 AND (�•) (ROOF) � � � 0 ENGTHw D ~ �) SEE SEC. C !� � STR NGTH BOLT � PORTAL t- / NI" ~� ~ SEE DETAIL C\/ �' � 7/8" HEAVY �. 10FESS �'� UT BEAM (095237) 03C (095237) > USE (4) 7/8" - _' - }_ = m � ti� J FSE L F pq g� a X 2 1/4- PORAL USE (4) 7/8" X t a A325T HI- BEAM 44 A3HI- BOLT B PORTAL OLIN 097285 e GTH 2 1/ 25T HI- e _ ( ) STRENGTH BOLT C;t f , T �! CLIP (OP77762) HEAVYAND HEX. (0 8" HEAVY E D !I T NUT (095237) 7�I/ EA CUP CUP (OP77602) USEA2 3 4" X 2 1 2" A325T (OP78110) (095237) (543376) / 4 097284 AND USE (2 3 4' X 2 1 2" A325T HI -STRENGTH USE (2 3 4' X 2 1 2" A325T HI -STRENGTH USE (2 3 4" X 2 1 2" A325T HI -STRENGTH`' HI- NG H BOLT (( ( / ) / / ) / / 3/ 3/HEAVY HEX. SHER (095(4 5235) W� (BOL.r ()97'284) WITH (2)AND /H' HEAVY HEX. TUT (BOL 2(0)97184) AND 3/4' HWASHER EAVY HEX. NUT (BOLT 0)972I8TFV AND $/4" HEAVY HEX. NUT BACK-UP SLOTS IN CUP (P77762) 1 BACK-UP SLOTS IN CUP (OP 8110) 1 BACK-UP SLOTS WI (2N CUP (543376) 8) TO BACKUP SLOTS (?N CUP 7 02 WASH 8) TO acv. arc a>N. w°. aev. am6 ar. laa 1 PORTAL FRAME & BRACING CONNECTION PORTAL FRAME & BRACING CONNECTION a>Em °U6 a'' "° PORTAL FRAME & BRACING CONNECTION am O16 "m' "'° PORTAL FRAME & BRACING CONNECTION f l DETAIL B160Y CK BATO BACK BRACING AT LOW EAVE-HIGH SLOPE DETAIL B161T BACK TO BACK BRACING AT LOW EAVE-HIGH SLOPE DETAIL B161V BACK TO BACK BRACING AT LOW EAVE-HIGH SLOPE DETAIL B161W BACK TO BACK BRACING AT LOW EAVE-HIGH SLOPE Y THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED ANY OTHER PURPOSE WITHOUT PRIOR WRITD ORTEN FOR APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORMAHSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 11mlo LCT UPDATED PART CALLOUTS RELEASE FOR FINAL CONST. WIND BRACING DETAIL SHEET DER NORTH VALLEY BUILDING SYSTEMS rOMER LUNDBERG FAMILY FARMS 17ON RICHVALE. CA POO A BleSmpe Steel Cwpairy 'DB O 174113 DATE 11/03/10 DRAWNICHECK LCT JDS PAGE n7p NOTE REFER TO SPECIFIC NOTE: REFER TO SPECIFICWASHERS BUILDING BRACING BUILDING BRACING BACK—UP PLATE NOTE REFER TO SPECIFIC ROD NUT DRAWING FOR BRACE DRAWING FOR BRACE (543061) BUILDING BRACING DIA. A B C ROD REQUIREMENTS.ROD REQUIREMENTS. DRAWING FOR BRACE ROD REQUIREMENTS. 1/2' 095032 095872 095946 043657 CUP P75922) BF�M CUP 5/8" 095231 095945 095946 043657 / (OP77606) BEAM � \ FOR CLEVIS 3/4' 095235 095947 095948 043658 FOR CONNECLEVICTION FOR ECT10CLEVI/ • C CONNECTION • C CONNECTION CONNECTION 7/8" 095237 095947 095948 043658 w • • SEE DETAIL � EW SEE DETAIL SEE DETAIL ~ BO02 ~ B 002 8002 1. 095238 095948 95949 043659 !� � AN 0 0\ \ (TYP.) 1-1 /8' 095239 95949 95949 043859 0— c c @ NUT 0 03C IN,. 03C �� - =� 0\ o ��` a�� A WASHER 0 I PORTAL PORTAL CONNECTING STEEL �� B WASHER 3" CUP (( " BEAM BEAM ,� 0 1-1/4'4 �� CUP 2S1 /44'� A325T HI— 2S1 44� A325T HI— `• ROOF ROD STRENGTH BOLT STRENGTH BOLT �') SLOT I 13• 097285 AND (70/�97285) AND 1 HEX. NUT CLIP HDC HEX. NUTS CUP d CUP (543471) ( WASHER (095237) ( (095237) (OP77760) (BEVEL WASHER)EW SECTION 1 USE (2) 3/4' X 2 1/2-"A325T HI—STRENGTH USE (2) 3/4" X 2 1/2" A325T HI—STRENGTH USEA4 7'/8' X 2 1 4" A325T ((BOLT (097284) 95235)) WITH (22)DW3ASHER ((0 594HEAVY 6) TO (BOLT 552(o0)) WITH AN)D ASH HEAVY HEX. NUT HI-5�(R GOTH (0 972155) BRACE ROD BACK—UP SLOTS IN CLIP (543376) BACK—UP SLOTS( IN CUP (0 7 60 ) TO 1 7/8" HEAVY HEX• NUT(095237) PORTAL FRAME & BRACING CONNECTION PORTAL FRAME & BRACING CONNECTION 1Q'' °"" "" MQ 04 1-1/4'0 ROD BRACING CLIP CONNECTION ICY• 71 Icv. °" SECTION '� C "' DETAIL B161X BACK TO BACK BRACING AT LOW EAVE—HIGH SLOPE DETAIL B161Z BACK TO BACK BRACING AT LOW EAVE—HIGH SLOPE DETAIL B324 INTERMEDIATE LOCATION DETAIL 8326 TYPICAL BEVEL WASHER CONNECTION CLIP ORIENTATION SECTION THE BUTLER ENGINEERS SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEERS SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPUCABLE BUTLER ERECTION GUIDES. AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE SY DESCRIPDON 111nio I LCT I UPDATED PART CALLOUT PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY RELEASE FOR FINAL ( WIND BRACING DETAIL SHEET DER NORTH VALLEY BUILDING SYSTEMS TOMER LUNDBERG FAMILY FARMS ATION RICHVALE, CA a JOB" 174113 DATE 11/03/10 DRAWN CHECK LCT JDS PAGE 03C Q B B a R 11 a —I—" `.p `—rte p Q Ip 10 12 12.2 13 40 40' 17 17.8 18 20 21.9 142'-0' 58 6 22'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 8'-0' 4'-6' 7'-6' 20'-0' 20'-0' 7'-6' 4'-6' 8'-0' 19'-0' 19'-6' fEW I f 1 19'-6' 19'-6' T1�P. U.N.O. Plrlln Brace Loca 0 0 0 O O ] O O o ] O 0] 0 0 See Note RS0113 PHASE I PHASE 2 U24 1`863 3m FSW FSW SB] FE63 FSW SHl 1`863 MM4 *ORDER ORDER 174113 1177633 463 466 466 463 RS1 9 1`114 r1 FI1P F114 ,� \ CSW ��LJ CYS FS49 Rn Fu4 I �F118� [fie}`® 73 RS3 FU4 FE63 F1� F2W Fu 1`114 II roil u Fut 7863 1`114 1`268 1`112 r u u u u u u u u u u u u u u u u FD4 1`263 FI12 F263 Fll4 FE 080 2CP 0530933 196-2 18-4 1 4 PHASE 1 — PART SCHEDULE —ORDER #174113 1 24 -11 1 2 PHASE 1 — PART SCHEDULE — ORDER #174113 [ ]QTY PART NAME PART NUMBER PART LENGTH WOR Q C ] QTY PART NAME PART NUMBER PART LENGTH FIE WOR.DK Q 401 1 LS ES P 9.5X.096 0540530 119-4 9'-11 1/2' 1 439 25 PUR U 9.5X.067 4CP 0530940 275-4 22 -11 1 2 I 402 1 PUR U 9.5X.060 2CP 0530833 150-2 12 -8 1 4 11 451 2 PUR U 9.5X.077 4CP 0530941 349-8 28 -1 3 4 A - 6'-9 5/8' 403 1 PUR U 9.5X.080 4CP 05,10838 198-5 16'-6 3 5 452 2 PUR U 9.5X.077 4CP 0530841 318-0 26'-G' A - 3'-1' 404 3 LS ES P 9.5X.096 0540530 245-4 20'-5 1/2" 14 453 2 PUR U 9.5X.077 4CP 0530941 286-2 23'-10 1/4' A - 2'-3' 405 1 PUR U 9.5X.060 4CP 0530939 275-2 23 -0 1 4 8 454 2 PUR U 9.5X.077 4CP 0530941 227-2 18 -11 1/4, 0544280 051-0 40810 PUR U 9.5X.077 4CP 0530941 323-4 28 -11 1/2- 0544013 082-3 455 2 PUR U B 5X.077 2CP 0530835 166-2 14'-0 1/4' 2'-83 8' 407 1 PUR U 9.5X.060 2CP 0530933 131-4 10`-11 1/2* 2 456 2 LS ES P 9.5X.098 0540530 125-4 10'-5 1/2' 10 4081 1 PUR U 9.5X.080 2CP 0530933 172-2 14-4 1 4 457 2 PUR U 9.5X.077 2CP 0530935 131-4 10'-11 1/2" 9 409 1 PUR U 9.5X.060 4CP 05.10939 231-2 —19'-3 1/4- 458 2 LS ES P 9.5X.096 0540530 185-4 15'-5 1/2" 410 1 PUR U 8.5X.060 4CP 0530838 259_2 21'-7 1A" 459 2 PUR U 9.5X.060 4CP 0530939264-2 22 -0 1 4 411 24 LS ES P 9.5X.096 0540530 239-4 19'-11 1/2* 450 2 LS ES P 9.5X.098 0540530 155-4 124: 2 -11 1 41278 PUR U 9.5X.060 4CP D530939 275-4 22'-11 1/2- 461 2 PUR U 9.5X.067 2CP 0530934 142-1 111-10 1 413 4 PUR U 9-5X.060 4CP 0530939 287-1 22.-3 1/8. 4521 2 PUR U 9.5X.087 2CP 0530934 131-4 10'-11 1 2 11 414 6 LS ES P 9.5X098 0540530 263-4 21' -Il 1 2 483 2 LS ES P 9.5X.096 0540530 149-4 12 -S 1 2 415 4 PUR U 9.5X.087 4CP 0530940 299-4 241-11 1 2 4641 2 PUR U 9.5X.060 2CP 0530933 138-0 4161 2 PUR U 9.5X.067 4CP 0530940 250-0 20'-lCr 455 2 PUR U 9.5X.060 2CP 0530933 131-4 10'-11 1/2" 12 417 2 j PUR U 9.5X.067 2CP 0530934 191-0 15'-11" 486 4 LS ES P 9.5X.096 0540530 233-4 19,-5 1 2 41 8 2 PUR U 9.5X.067 2CP 0530934 132-0 11 -0 467 4 PUR U 9.5X.060 2CP 0530833 269-4 22 -5 1 2 419 2 PUR U 9.5X.060 2CP 0530933 131N(Y-1 1 2 5 565 E PRLN BRC ASY 0544260 050-0 4-2420 4 LS ES P 9.5X.098 0540530 143 1 2 5 29 CHANNEL PUR BRACE - TAB 0544013 051-3 4 -3421 4 PUR U 9.5X.080 2CP 0530933 1311 1 2 3 58 E PRLN BRC ASY 0544260 051-0422 4 PUR U 9.5X.060 2CP 0530933 1311 1 2 4 588 CHANNEL PUR BRACE - 1 TAB 03{4013 062-3 5 -2 3423 4 LS FSP 9.5X096 0540530 2751 1 2 569 10 CHANNEL PUR BRACE - 1 TAB 0544013 0.30-3 424 4 PUR U 9.5X.077 4CP 0530941 3111 1 2 57 2 CWWNEL PUR BRACE - 2 TAB 0544014 026-1 2 -2 1 8425 2 PUR U 9.5X.077 4CP 00.130941 25210' 57 20 CHANNEL PUR BRACE - 1 TAB 0541013 034-2 2 -10 1 4426 2 PUR U 9.5X.077 4CP 05.10941 20311 5& 12 CHANNEL RIDGE BR 3.12 0544023 427 2 PUR U 9.3X.077 2CP 0530835 144-0 12'-0* 3 5 CHANNEL PUR BRACE - 2 TAB 0544014 032-2 2'-8 1/4" 428 2 PUR U 9.5X.077 2CP 0530935 131-4 10 -11 1 2 8 4 PUR U 9.5X.082 4CP 0530942 390-3 32'-6 31W 429 2 LS ES P 9.5X.096 0540530 335-4 27 -11 1 2 675'18 CHANNEL PUR BRACE - 2 TAB 0544014 064-2 5'-4 1 4 430 8 PUR U 9-5X.077 4CP 0530941 371-4 30'-11 1 2' 57 CHIWNEL PUR BRACE - 1 TAB 0344013 053-2 4'-5 1/v 431 1 PUR U 9.5X.082 4CP 0530942 371-4 30-11 1 2 57 4 CHANNEL PUR BRACE - 2 TAB 0544014 036-1 3-0 1 8 433 2 PUR U 9 3X.080 4CP 0510939 222-5 18 -8 5 8' 2 CHANNEL PUR BRACE - 2 TAB 0544014 041-1 3 -5 1 8 434 2 PUR U 95X.060 2CP 05.30933 174-2 14'-8 1 4 Sal 2 E PRLN BRC AV 05442- 015-0 1 -3 435 2 PUR U 9.5X.060 2CP 0330833 131-4 1 2 8 581 27 E PRLN BRC ASY 0514280 050-0 4 -2 436 2 PUR U 9.5X.060 2CP 0530833 137-2 11 -5 1 4 582 2 LS ESP 9,5X.098 0540530 122-4 10 -2 1 2 7 7p2 PUR U 95X. 438 2 PUR U 95X. PHASE I PHASE 2 U24 1`863 3m FSW FSW SB] FE63 FSW SHl 1`863 MM4 *ORDER ORDER 174113 1177633 463 466 466 463 RS1 9 1`114 r1 FI1P F114 ,� \ CSW ��LJ CYS FS49 Rn Fu4 I �F118� [fie}`® 73 RS3 FU4 FE63 F1� F2W Fu 1`114 II roil u Fut 7863 1`114 1`268 1`112 r u u u u u u u u u u u u u u u u FD4 1`263 FI12 F263 Fll4 FE 080 2CP 0530933 196-2 18-4 1 4 834 4 PUR U 9.5X.067 4CP 0530940 299-4 24 -11 1 2 PART NUMBER DETAIL 440 FIELD WORK DIMENSIONS 080 4CP 0530939 255-2 21'-3 1 4 835 2 IS fS P 9.5X.098 05405.10 287-4 23 -11 1/2- A - 4'-0' B - 5'-11 1/2' X180X A - 8'-0 3/4' 8 - V-10 3/4' 2 X180X A - 9'-5 1/4' B - 1'-8 1/4' 10 X116X I B - 7'-5 1/2' 3 X18CX A - 10'-10 1/4' B - 1 1/4' 11 X180X 1`269 r r 1 f .fir : F263 RW4 Fe63 3813--® F963 381 3--[Fg3 F� 7Bl ]�-® Fe63 381 FY3 59 3813- -® X63 381 1`363 1`366 3Bl R u 1 ii i1 $ it Yi'1 Rm 5M }—®�--{ 3K Fe63 R26 u u u u u u u u 420 414 } 411 Ill 111 411 4U 5Be u F86y Fu4 RSt u �4 1563 1`349 Fut CSW 1`349 1`112 CSW 1`349 F� E565}�® 1`g 0363 1`349 FI12 Fu4 p �� _ 413 _ _-418 -�— 412 --� _ 41e _ _ 412 i 1-, Rx 11 1`114 [366 1`336 F11P� [1166 1`338 F112 1 [366 F73e FL2 1 ['.766}�® FU2 -r [Y6 FS F11E T CY6}�® FU4 C - iri1Rr-42e3 C 415 41E 4193 4193 E 42 3 -C 4ief p Fil63 R70?4 0367 FY2 FE69 [Y7 FY2 FF --11[Y7 FY2 X69 CY7}--® F� CY7 FY2 F269 CY7]�--® F 1}�® C Y7 R7019 \ 'YV'Y 414 411 411 413 4ll 411 404 QF \ RSl CYS}^® CSW 1`549 CSW 1`549 CSW 1`349 C5667--® CYS}�® 1`114 Y6 Q 1`114 r Fu4 416 412 412 41P 472 412 412 433 8 ss � ff CYB F33B 4 4 C C RSI 'I I I KW6 5688 PL E2 Cs6e F33B PLA Cs6e 3-�® F3>2 C56H FWB 1712 C om__ �-1 FI72 1 I n o 0 \ 417 I I 412 ���{ 412 �PLA����[ 412 i���� 472 3� ---C 412 �PLACEI�� u u v7" C Y6 1`399 I I C Y9 1`399 412 431 p 3- -Q I I CYB7�® I I CYB 1`539 I I 0569 ]�--® I I E564 FU4 �4 \ 3 1e 412 412 41! 412 412 412PL&5 I I 487 n o I I R27 u RSI FU4 CYH}---® III 0369 1`339 III C369}�-® III C36B 1`339 III 0569}�® III CYB}�® I "' \ FCS 419 412 412 41P 472 412 4 488 u F2W F2W File [37743® CY9]--® CY9}��Ill [569 -- CY9]�-® EN;L 439 ;-E F561 1`112 0373 4}� - SB1 RS5 !'112 1`134 rue ue x pp yg, Ip pp I ro f RIO f !1! r � f � f17 1 581]- 1`112 4W -- -- 412 -- -- 412 _ - -- 412 FLS FU4 419 F1le Cs7a 4 CY97�® 0869}—® 0569}—O 0369 F5W [8 1365 / RSl 1`114 [56e}—® III [369 1`389 III 0568}—® III C56H 1`589 III C569]�® I [673 / 418 412 412 412 4]2 412 L4 14 I I [YB 1`599 I I C56H 1`599 I I [568]—Q I I C56H 1`599 I I [568]-�® 1`114 I I RS6 4173 I C4f2 412 412 42 412 P � 407 i'1 A i , R31 [575 I I 1`114 [5" FD2 [YH F37H yF>rP [568} ®FI12 [Y6 FSlB F112 Csrs]�--® FUS / Ru 1`263 1`714 Fll4 416 PL7t�EY 412 PLZFS 432 ' m � PLAt33 � PLACES � / Rri EN33 1`349 [363 F349 [363 1`349 Em 1`349 CSW 1`349 EW5 1`349 R56 414 411 4ll 411 411 404 5013-/ RS24 IIIf�FJII [Y7 F562 F263 CY7 1`562 F263 CY7 1`562 1`867 CY71 -® Fffi3 CY7 1`562 1`267 E5671—® / F265 F76S � 122 4Li 41P 412 412 412 403 R31 I 1`314 C366 F33B_F112—E%6 F33H 1`112 _ 0366 FW8 _F112�- -0366}—® 1`112 - � [366 1`338 -F114 � 7 421 4W 41E 412 412 412 40e RSI F114 [SWI 1`549 F12 0565 1`349 F112 CSW 1`349 1712 r 5 1`349 Fl7E 0565 1`349 F114 / R17 480 3 414 4u 411 4u 4u 401 RS24 I'm �' -1=J I'm 3m FSW F� 3HI }--4 �W 381 FSW Fffi9 � rZ=1 F263 Purlln Brace Locations O O ] O O Ser Note RS003 PARTIAL L❑WER ROOF FRAMING PLAN THE BUTLER ENGINEERS SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND10R ERECTOR IS SOLELY RESPONSIBLE FORACCURATE, GOOD QWWTY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAMWG, DETAILS REFERENCED IN THS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. �y 475 � � I / 436 487 I I RS7 II yl - See 441 4433— R16 Fll4 CY$}�® 1`114 C565 F'i49 _ 444�— R36 C376}�® Fll4 [3667® 1`714 [376 ]�-- 433 412 445 RS29 CY7}--- Y6 �3 CY7}-6e F263 CY7 ,-7—r 404 441 446 -' J C W5 1`549 C 563 1`549 R 05601 1`838 I I - + �'I NO {4 447 439 PLA�3 � PLACE! I I � RS9 1EH1`11114 I [� 1`599 I Ye 1`599 —499 440 449 RS3 CSS 1`339 III [368 1`379 III � R59 —{479 440 03693-- 1`114 CY93® 2439 _ _ - _ 440 _ _ 4507 FIELD WORK SCHEDULE #177633 [ 3 CITY FIELD WORK SCHEDULE PART NUMBER DETAIL 440 FIELD WORK DIMENSIONS Q DETAIL 21 -11 1/2- 2441 FIELD WORK DIMENSIONS 1 X116)( A - 4'-0' B - 5'-11 1/2' 9 X180X A - 8'-0 3/4' 8 - V-10 3/4' 2 X180X A - 9'-5 1/4' B - 1'-8 1/4' 10 X116X A - 3'-0' B - 7'-5 1/2' 3 X18CX A - 10'-10 1/4' B - 1 1/4' 11 X180X A - 7'-9 5/8' B - V-1 7/8' 4 X18OX A - 6'-9 5/8' B - 4'-1 7/8' 12 X180X A - 7'-3 5/8- B - 3'-7 7/8' 5 X1 Box A - 8'-1 1/8' 8 - 4'-10 3/8' 13 X118X A - 3'-1' B - 12'-7 1/2' 6 X1 am A - 7'-1' 8 - Y-10 1/2' 14 X18OX A - 8'-3 7/8' B - 2'-7 5/8' 7 X1 16X A - 2'-3' B - 7'-11 1/2' 15 X180X A - 5'-7 3/4' B - 5'-3 3/4' 8 X1BOX A - 6'-6 1/4' B - 4'-5 1/4' E PRLN BRC ASY 0544280 051-0 4'-3' 581]- 1`112 4W -- -- 412 -- -- 412 _ - -- 412 FLS FU4 419 F1le Cs7a 4 CY97�® 0869}—® 0569}—O 0369 F5W [8 1365 / RSl 1`114 [56e}—® III [369 1`389 III 0568}—® III C56H 1`589 III C569]�® I [673 / 418 412 412 412 4]2 412 L4 14 I I [YB 1`599 I I C56H 1`599 I I [568]—Q I I C56H 1`599 I I [568]-�® 1`114 I I RS6 4173 I C4f2 412 412 42 412 P � 407 i'1 A i , R31 [575 I I 1`114 [5" FD2 [YH F37H yF>rP [568} ®FI12 [Y6 FSlB F112 Csrs]�--® FUS / Ru 1`263 1`714 Fll4 416 PL7t�EY 412 PLZFS 432 ' m � PLAt33 � PLACES � / Rri EN33 1`349 [363 F349 [363 1`349 Em 1`349 CSW 1`349 EW5 1`349 R56 414 411 4ll 411 411 404 5013-/ RS24 IIIf�FJII [Y7 F562 F263 CY7 1`562 F263 CY7 1`562 1`867 CY71 -® Fffi3 CY7 1`562 1`267 E5671—® / F265 F76S � 122 4Li 41P 412 412 412 403 R31 I 1`314 C366 F33B_F112—E%6 F33H 1`112 _ 0366 FW8 _F112�- -0366}—® 1`112 - � [366 1`338 -F114 � 7 421 4W 41E 412 412 412 40e RSI F114 [SWI 1`549 F12 0565 1`349 F112 CSW 1`349 1712 r 5 1`349 Fl7E 0565 1`349 F114 / R17 480 3 414 4u 411 4u 4u 401 RS24 I'm �' -1=J I'm 3m FSW F� 3HI }--4 �W 381 FSW Fffi9 � rZ=1 F263 Purlln Brace Locations O O ] O O Ser Note RS003 PARTIAL L❑WER ROOF FRAMING PLAN THE BUTLER ENGINEERS SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND10R ERECTOR IS SOLELY RESPONSIBLE FORACCURATE, GOOD QWWTY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAMWG, DETAILS REFERENCED IN THS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. �y 475 � � I / 436 487 I I RS7 II yl - See 441 4433— R16 Fll4 CY$}�® 1`114 C565 F'i49 _ 444�— R36 C376}�® Fll4 [3667® 1`714 [376 ]�-- 433 412 445 RS29 CY7}--- Y6 �3 CY7}-6e F263 CY7 ,-7—r 404 441 446 -' J C W5 1`549 C 563 1`549 R 05601 1`838 I I - + �'I NO {4 447 439 PLA�3 � PLACE! I I � RS9 1EH1`11114 I [� 1`599 I Ye 1`599 —499 440 449 RS3 CSS 1`339 III [368 1`379 III � R59 —{479 440 03693-- 1`114 CY93® 2439 _ _ - _ 440 _ _ 4507 RS0031 PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES, THESE CLUSTERS ARE REPRESENTED BY ONE LF THE SYMBOLS BELOW, 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 3 - INSTALL PURLIN BRACES AT THIS CLUSTER LDCATMK BRACES MAY ONLY BE REQUIRED AT THE RIDGE SEE PLAN. E - 1NSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID IN PURLIN ALIGNMENT DURING INSTALLATION. SPECIAL NOTE RAKE CHANNEL REQUIRED AT ALL OVERHANGS, SEE DRAWING 174113-04G FOR DNSTALLATI134, FIELD WOW IS REQUIRED AT HIP AND VALLEY BEAMS, ADD MATERIAL FOR HIP AND VALLEY LOCATIONS AS REQUIRED. C7) EXTRA 9,5x.077 PURLINS C05 941-3U-4) HAVE BEEN PROVIDED TO FIELD WORK AS REQUIRED. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIFm0N 10/11110 JOS RELEASE FOR FINAL CONSTRUCTION 11!03110 -IDS ADDED FIELD WORK NOTE O O 0 0 C. PERMIT # it. BUTTE COUNTY DEVELOPMENT SERVICES REVI WED FOR CODE COMPLIANCE DATE BY 12 18 R RELEASE FOR FINAL CONST. U ROOF FRAMING PLAN DER NORTH VALLEY BUILDING SYSTEMS rOMER LUNDBERG FAMILY FARMS \TION RICHVALE, CA JOB. 174113 :�=Lffg>oDATE 11/03/10 °RAJDS� AGL PAGE A A PHASE 2 — PART SCHEDULE —ORDER #177633 [ 3 CITY PART NAME PART NUMBER PART LENGTH FIELD WORK Q 440 5 PUR U 9.5X.067 4CP 0530940 283-4 21 -11 1/2- 2441 441 2 LS ES P 9.5X096 0540530 227-4 18-11 172- 2442 442 2 PUR U 95X.060 4CP 0530939 283-4 21* -11 443 1 LS ES P 9.5X.096 0540530 233-4 19 -5 1 2 444 1 PUR U 95X.060 4CP 0530939 242-4 20'-2 1/2- 445 1 1 PUR U 9.5X.060 4CP 0530939 216-1 18'-0 1 8 448 1 LS ES P 9.5X.096 0540530 188-4 15'-S 12 13 447 _L PUR U 9.5X.080 2CP 0530933 164-1 13 -8 1 8 448 1 PUR U 9.5X.080 2CP 0530933 132-0 111-01 449 -L PUR U 95X.080 2CP 0530933 131-4 10'-11 1/2' 14 480 1 PUR U 95X.060 2CP 0530933 131-4 10'-11 1/2* 15 565 8 E PRLN BRC ASY 0344280 050-0 4'-2' 568 1 CHANNEL PUR BRACE - 1 TAB 10544013 051-3 4'-3 3/8- 8E E PRLN BRC ASY 0544280 051-0 4'-3' 5683 CWWNEL PUR BRACE - 1 TAB 0544013 082-3 5'-2 3 569 1 CHANNEL PUR BRACE - 1 TAB 0644013 030-3 2'-83 8' 576 1 CHANNEL PUR BRACE - 1 TAB 054401305.3-21 4 -5 1 4 581 1 E PRLN BRC ASY 0544280 050-0 4'-2- RS0031 PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES, THESE CLUSTERS ARE REPRESENTED BY ONE LF THE SYMBOLS BELOW, 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 3 - INSTALL PURLIN BRACES AT THIS CLUSTER LDCATMK BRACES MAY ONLY BE REQUIRED AT THE RIDGE SEE PLAN. E - 1NSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. RIDGE BRACES ARE REQUIRED STRUCTURALLY BUT INTERMEDIATE BRACES ARE ONLY TO AID IN PURLIN ALIGNMENT DURING INSTALLATION. SPECIAL NOTE RAKE CHANNEL REQUIRED AT ALL OVERHANGS, SEE DRAWING 174113-04G FOR DNSTALLATI134, FIELD WOW IS REQUIRED AT HIP AND VALLEY BEAMS, ADD MATERIAL FOR HIP AND VALLEY LOCATIONS AS REQUIRED. C7) EXTRA 9,5x.077 PURLINS C05 941-3U-4) HAVE BEEN PROVIDED TO FIELD WORK AS REQUIRED. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIFm0N 10/11110 JOS RELEASE FOR FINAL CONSTRUCTION 11!03110 -IDS ADDED FIELD WORK NOTE O O 0 0 C. PERMIT # it. BUTTE COUNTY DEVELOPMENT SERVICES REVI WED FOR CODE COMPLIANCE DATE BY 12 18 R RELEASE FOR FINAL CONST. U ROOF FRAMING PLAN DER NORTH VALLEY BUILDING SYSTEMS rOMER LUNDBERG FAMILY FARMS \TION RICHVALE, CA JOB. 174113 :�=Lffg>oDATE 11/03/10 °RAJDS� AGL PAGE A A a ILI (L 0 0 N R_ 1 z0 1 In RLLI I RS7 I REF. n RS7 n r3 REF. 3 � r n RS7 REF. RS7 ~ RS7 54 RSe1 RS2PLAN REF. g '� 3 3 3 3 4 5Bl FU4 FI3e F5655 n n n PLACES l�J L'�J lL l 3'112 k F263 9 PLACES Haw n FU4 Fsa n : 9 6173 PLACES 641 fi R,Y1, 1n1Y R �j�pl�:, RuPLACPLAC-i 6te ] ISI I.J ILLI u 48e�- Fl69 IL�JI u u FT14 RS19 612 ] a 491 V.446 7-- sat [!g--{5753 S3E�r 61e ] 64e F114 4467 614 7 S 648 466 403 Ij s1a ] 639 7 x4833 1-440 RSI 9 563 F549 5657 F263 459 479 4767--- RSe4 E — 6697 EE6697 FE63 �6697 FE6a 411 501 479 4763 RSe4 65 F5W F565 F5 Putin Brace Location See Nobe o 0 1 0 0 0 1 O 0 0 1 O 0 0 1 O 0 0 7 O 0 1 ] o o 1 0 0 RSOO 4'-6' 15'-6' 15'-0' FRAME19'-0' il'-6' '-0 1 15'-0' 20'-0' 23'-6' lar - J8 � 11 � 1/-0, 14 2,-9,1 _j15.2 17 9' 19 21 23 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER fl F-0 F-0 d:t l # BUTS E COUNTY DEVELOPMENT SERVICES On '�/a wr:D IF0R CODE C MPLIAKNICE T.r BY PARTIAL LOWER ROOF FRAMING PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND(OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genesee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10111110 JDS RELEASE FOR FINAL CONSTRUCTION 11103110 JDS REVISED PART QUANTITIES AND DETAILS RELEASE FOR FINAL CONST. ROOF FRAMING PLAN )ER NORTH VALLEY BUILDING SYSTEMS rOMER LUNDBERG FAMILY FARMS `TION RICHVALE, CA ECT )ERS POR JOB# 174113 �JTL.ER DATE 11/03/10 A Buesmpe Seer cmpany ® DRAWVCHECK JDS AGL PAGE 04A PHASE 2 — PART SCHEDULE — ORDER #177633 DEVIL FIELD WORK DIMENSIONS PHASE 2 — PART SCHEDULE —ORDER #177633 A - 8'-11 7/8' E ] QTY PART NAME PART NUMBER PART LENGTH FIELD A C ] QTY PART NAME PART NUMBER PART LENGTH FIELD A 411 2 LS ES P 9.5X.096 0540530 239-4 W-111 1/2' 23 513 2 PUR U 9.5X.060 4CP 05430939 308-5 25'_8 5/8" A - 6'-6' 412 9 PUR U 9.5X.080 4CP 0530939 275-4 22'-11 1/2- 28 5414 2 PUR U 9.5X.060 4CP 0530939 263-7 21'-11 7/8- A - 8'-10' 420 1 LS ES P 9.5X.098 0540530 143-4 W-11 1/2 29 515 2 PUR U 9.5X.080 4CP 0530939 230-5 19'-2 5/8' A - 7'-6 1/4' 421 8 PUR U 9.5X.077 2CP 0530935 275-4 22'-11 1/2' 32 5182 A - 6'-10' PUR U 9.5X.080 4CP 0530939 211-7 17'-7 7/13" A - 10'-9 1/4' 428 1 PUR U 9.5X.087 2CP 0530934 131-4 10'-11 1/2' 28 517 2 PUR U 9.5X.080 2CP 0530933 178-8 14'-11 3/4' A - 8'-8 3/4' 438 1 PUR U 9.5X.060 4CP 0530939 255-2 21'-3 1/4' 518 2 PUR U 9.5X.080 2CP 0530933 147-5 12 -3 S 8 439 5 PUR U 95X.087 4CP 0530940 275-4 22 -11 1 2 519 1 PUR U 95X.080 2CP 0530933 131-4 10 -11 1/2' 22 440 10 PUR U 9.5X.087 4CP 0530940 283-4 21'-11 1/2w 520 1 PUR U 9.5X.080 2CP 0530933 131-4 10-11 1/2- 23 442 9 PUR U 9.5X.060 4CP 0530939 263-4 _21'-11 1/2' 522 1 PUR U 9.5X.060 4CP 0530939 301-4 -1 23 -1 1 2 458 2 LS ES P 9.5X.096 0540530 185-4 15'-5 1/2" 523 6 PUR U 95X.080 4CP 05309 311-4 25* 1 2 460 1 PUR U 95X.060 20P 0530933 182-5 151- 5 8 52 77 PUR U 9.5X.067 4CP 0530940 323-4 26p-1 1 1/2' 487 5 PUR U 9.5X.080 4CP 0330939 269-4 22'-5 1 2' 527 1 CEE GT UP 9.5X.096 0702273 287-4 23'-11 1/2* 468 1 LS ESP 9.5X.098 0540530 161-4 13 -5 1 2 528 6 PUR U 9.5X.060 4CP 0530939 239-4 19'-11 1/2 469 1 PUR U 9.5X.060 4CP 0530939 240-2 20 -0 1 4' 529 1 CEE GT UP 9.5X.096 0702273 203-4 __C5'-11 1 2' 470 1 PUR U 9.5X.080 4CP 0530939 283-0 23 -7 530 1 PUR U 9.5X.080 4CP 0530939 228-2 19'-0 1 4 471 1 PUR U 9.5X.087 2CP 0530934 131-4 10'_111 1/2" 30 531 1 PUR U 9.5X.080 2CP 0530933 169-2 14'-1 1 4 472 1 PUR U 9.5X.067 2CP 05.70934 149-2 12'-5 1/4" 532 1 PUR U 9.5X.080 2CP 05.70933 131-4 10'-11 1 C, 20 473 1 PUR U 9.5X.067 4CP 05.70940 208-2 17'-4 1/4- 533 1 PUR U 9.5X.060 2CP 0530933 166-0 13'- 10 474 1 PUR U 9.5X.087 4CP 0530940 267-2 22'-3 1/4' 534 1 PUR U 9.5X.080 2CP 0630933 131-4 10 -11 1 2 19 475 1 PUR U 9.5X.087 4CP 05.70940 295-2 24- 1 4 585 18 E PRLN BRC ASY 0544280 050-0 4'- 2 476 4 LS ES P 9.5X.096 0540530 227-4 18 -11 1/2* 5751 8 CHANNEL PUR BRACE - 2 TAB 0544014 054-2 5 -4 1 4 477 2 PUR U 9.5X.087 4CP 05.70940 266-7 22'-2 7 8 581 8 E PRLN E1RC ASY 0544260 050-0 4-2 478 4 IS ES P 9.5X.096 0540530 179-4 14 -11 1 2 592 10 CHANNEL RIDGE BR 4:12 0544024 016-0 1 r --4w'— ±79 2 PUR U 9.5X.060 4CP 0530939 215-4 17'-11 1 2 597 10 CHANNEL PUR BRACE - 1 TAB 0544013 040-2 3 -4 1 4 480 4 PUR U 9.5X.067 4CP 0530940 215-4 17 -11 1 2 598 20 CHANNEL PUR BRACE - 1 TAB 0544013 051-0 4 -3 481 2 PUR U 93X.087 4CP 0530840 203-0 16'-11' 600 16 E PRLN BRC ASY 0544250 058-0 4'-10' 482 2 PUR U 9.5X.087 2CP 05.70934 144-0 12'-0' 610 2 CHANNEL PUR BRACE - 2 TAB 0544014 047-4 3 -11 1 2 483 2 PUR U 9.54X.080 2CP 0630833 172-0 14 -4 611 2 CHANNEL PUR BRACE - 2 TAB 0544014 052-0 4 -4 484 1 PUR U 9.5X.060 2CP 0530933 132-2 11 -0 114, 26 612 9 CHANNEL PUR BRACE - 1 TAB 0544013 062-3 W-2 3/a" 485 1 PUR U 9.5X.060 2CP 0530933 131-4 110'-11 1/2* 27 613 4 CHANNEL PUR BRACE - 1 TAB 0544013 045-5 3 -9 5/8* 488 1 LS ES P 9.5X.096 0540530 137-4 11 -5 1/2' 814 4 CHANNEL PUR BRACE - 1 TAB 0544013 050-1 4 -2 1/8' 487 1 IS ES P 9.5X.098 05405.30 203-4 18'-11 1/2" 34 615 4 CHANNEL PUR BRACE - 2 TAB 0544014 032-3 2'-B 3/8' 488 1 PUR U 9.5X.087 4CP 0530940 225-4 1B -9 1/2' 618 42 CHANNEL PUR BRACE - 1 TAB 0544013 036-6 3'-0 3/4" 489 1 PUR U 9.5X.087 4CP 0530940 251-4 20'-11 1/2" 619 4 CHANNEL PUR BRACE - 1 TAB 0544013 025-3 21-1 3/8* 490 1 PUR U 9.5X.067 4CP 0530940 274-4 22'-10 1/2" 620 5 CHANNEL PUR BRACE - 2 TAB 0544014 042-4 3 -6 1 2 491 1 PUR U 9.5X.067 4CP 0530940 306-4 23 -8 1/2- 821 2 CHANNEL PUR BRACE - 2 TAB 05444014 049-1 4'-1 1 8' 492 1 PUR U 9.5X.087 4CP 0530940 338-5 28 -2 518 622 3 CHANNEL PUR BRACE - 1 TAB 0544013 047-2 3 -11 114! 493 1 PUR U 9.5X.087 4CP 05.70940 370-8 30'-10 3/4 623 3 CHANNEL PUR BRACE - 2 TAB 0544014 027-2 2'-3 1/4' 494 1 PUR U 9.5X.087 4CP 0530940 385-2 32 -1 1 4 824 7 CHANNEL PUR BRACE - 1 TAB 0544013 05078 4P-2 3/4w 495 1 PUR U 9.54X.080 2CP 0530933 135-4 11 -3 1 2 625 2 CHANNEL PUR BRACE - 2 TAB 0544014 038-5 3'-2 5/8' 495 1 PUR U 9.5X.060 4CP 0530939 214-6 17'-10 3/4* 626 2 CHANNEL PUR BRACE - 1 TAB 0544013 024-7 2'-0 7/8' 497 1 PUR U 9.5X.060 4CP 05.70939 278-7 2.3'-2 7/8' 627 2 CHANNEL PUR BRACE - 2 TAB 0544014 060-5 5'-0 5/8 4981 4 PUR U 9.5X.077 4CP 0530941 269-4 22'-5 1/2" 628 14 CHANNEL PUR BRACE - 0 TAB 0544012 048-7 4'-0 7/15" 499 1 1 PUR U 9.5X.077 4CP 05.70841 278-3 23'-0 318- 829 12 CHANNEL PUR BRACE - 1 TAB 0544013 058-6 4'-10 3 4 5DO 9 PUR U 9.5X.077 4CP 0530941 281-4 23-5 V2630 8 CHANNEL PUR BRACE - 2 TAB 0544014 035-2 2'-11 1/4' 501 1 PUR U 9.5X.077 2CP 0530935 131-4 10 -11 1 2 25 640 7 PUR U 9.5X.060 4CP 0530939 203-4 18 -11 1/2' 502 1 PUR U 9.5X.077 2CP 05.70935 135-3 11'-3 3/a- 641 1 PUR U 9.5X.067 2CP 05.70934 131-4 10'-1 1 1/2" 31 503 1 PUR U 9.5X.077 2CP 05.70935 194-3 16'-2 3/a- 642 1 PUR U 9.5X.080 2CP 05.70933 131-4 10'-11 1/2- 32 504 1 PUR U 9.5X.077 4CP 0530941 237-2 19 -9 1/4, 843 1 PUR U 9.5X.060 2CP 0530933 132-2 11 -0 1/4' 33 506 10 PUR U 9.5X.077 4CP 0530941 311-4 25'-11 1/2' 648 1 CHANNEL PUR BRACE - 1 TAB 0544013 030-4 2'-_6_1Z2— 507 1 PUR U 9.5X.060 2CP 05.70933 131-4 10-11 1 2 24 849 CHANNEL PUR BRACE - 0 TAB 0544012 041-1 3-5 1 8 506 2 PUR U 95X.080 2CP 0330833 131-4 10'-11 1/2" 21 650 2 CHANNEL PUR BRACE - 0 TAB 0544012 020-2 7'=8 1 4 509 2 PUR U 9.5X.080 2CP 0530933 131-5 10'-11 5 8' 1 CHANNEL PUR BRACE - 2 TAB 0544014 040-0 3 -4' 510 2 PUR U 9.5X.060 2CP 05,70933 183-7 13 -7 7 8 833 S CHANNEL PUR BRACE - 1 TAB 0544013 022-1 1 -10 1 8 511 2 PUR U 9.5X.080 4CP 0530939 215-7 17'-11 7 B 654 PUR U 9.5X.080 2CP 0530933 131-4 10'-11 1 2- 35 512 2 PUR U 95X.080 4CP 0650939 280-5 21 -B 5/9- 855 1 PUR U 9.5X.080 2CP 0570933 131-4 10'-11 1/2" 36 d:t l # BUTS E COUNTY DEVELOPMENT SERVICES On '�/a wr:D IF0R CODE C MPLIAKNICE T.r BY PARTIAL LOWER ROOF FRAMING PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND(OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genesee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10111110 JDS RELEASE FOR FINAL CONSTRUCTION 11103110 JDS REVISED PART QUANTITIES AND DETAILS RELEASE FOR FINAL CONST. ROOF FRAMING PLAN )ER NORTH VALLEY BUILDING SYSTEMS rOMER LUNDBERG FAMILY FARMS `TION RICHVALE, CA ECT )ERS POR JOB# 174113 �JTL.ER DATE 11/03/10 A Buesmpe Seer cmpany ® DRAWVCHECK JDS AGL PAGE 04A FIELD WORK SCHEDULE DEVIL FIELD WORK DIMENSIONS 19 xi Box A - 8'-11 7/8' B - 3'-11 5/8' 20 X1 BOX A - 9'-2 1/4' B - V-9 1/4' 21 X180Y A - 8'-3 5/8' B - 2'-7 7/8- 22 X1 BOX A - 10'-8' B - 5 1/2' 23 X180X A - 8'-8 3/4- B - 2'-2 3/4- 24 X180X A - 6'-6' B - 4'-5 1/2' 25 xi Box A - 6'-4 3/8' B - 4'-7 1/8' 28 X11 Box A - 10'-9 1/4' B - 3' 27 X180X A - 8'-10' B - 4'-1 1/2- 28 X180X A = 7'-1' B - 3'-10 1/2' 29 X118X A - 3'-0' B - 8'-11 1/2' 30 X1 BOX A - 7'-6 1/4' B - 3'-5 1/4' 31 XIwY A - 7'-1- B - 3'-10 1/2' 32 X780Y A - 6'-10' B - 4'- 1/2' 33 X18(IY A - 10'-9 1/4' B - 3' 34 X116Y A - 3'-0 5/8' B - 13'-10 7/8' 35 X180Y A - 10'-6' B - 5 1/2' 36 xi BOY A - 8'-8 3/4' B - 2'-2 3/4- d:t l # BUTS E COUNTY DEVELOPMENT SERVICES On '�/a wr:D IF0R CODE C MPLIAKNICE T.r BY PARTIAL LOWER ROOF FRAMING PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND(OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genesee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10111110 JDS RELEASE FOR FINAL CONSTRUCTION 11103110 JDS REVISED PART QUANTITIES AND DETAILS RELEASE FOR FINAL CONST. ROOF FRAMING PLAN )ER NORTH VALLEY BUILDING SYSTEMS rOMER LUNDBERG FAMILY FARMS `TION RICHVALE, CA ECT )ERS POR JOB# 174113 �JTL.ER DATE 11/03/10 A Buesmpe Seer cmpany ® DRAWVCHECK JDS AGL PAGE 04A a C, PHASE 1 - PART SCHEDULE - FIELD WORK SCHEDULE Li n DETAIL PART NUMBERI a n c ` �0 A • 2'-3' U 17 X18OX A - 7'-11 7/8' o i o' o- 6% c Q Q Q 20'-0' 20'-0' 20'-0' 20'-0' FM I ma Fffi9 L=f— — FE63 [637 F269 1' 07 F2.d8 �C637 414 411 411 411 4113 - w.— �SNR171— - -� 414 411 411 411 411 3 FE46 CSW F549 F247 1565 F549 F247 C50 F349 1`247 C563 F549 F047 1565 F549 638 41E 412 412 411!" . Fp1114 PLACESES RA PLACES PLANES PLACCES --Ewell4fE 412 412 412 �- 1584}^® C5843---� 15847® [564}—® Cs64]-� 638 412 412 412 432 } C584}— n C584}--✓� C594]—� C594}—® C584}-- m 638 ?� mac. — - '34i —E!!R 4� _ _ — III 15a4]—�®� III 1584}�® III 1ae4}�—®� III Cee4}_- Lrmy III [5"a --j J� C584 r__ -LJ C''S84 4� C'' 4� LJ C� 41E 3'`— i" C� 41e 3 ' — " 638 3 4123 423 4123 423 [,663_.__® I I C=3---0 11 1,66,--o I I C566, --I= I I [wee —0E 63B 412 1 111 142 412 4123 Fe48 1234246 0565 9 [5653 ® C503--® C565 F'S49 414 411 411 411 411 3— F26s{ 6333 ®—[687 Fz47 {s37 Fa47 F566�--[637 F247 F247 ®—[697 �— 8932 tOVERHANG 6'-0 13 14 17 20'-0' PHASE 1 PHASE 2 #174113 #177633 20 .® +[ 637 F� F565 687 FM9 1 687 FI 63 I� 4U. 4U 3 C 411 4u 3— —r5#93==r�E— - —rte] =}- - TW3=--EM 4113 1 14U 3 E 411 3 4H 3— FE47 [565 F549 FE47 13653---F549 F247 0565 F549 F247 CSW F'S49 i 412 Fx1e 412 F>u 412 F3>P 4123- 5693—® I PLACES 56e3`� �11 R �568}�� X4 5" F5N R.hCES�4fE3 li C41P 412 3 4123-- 05m ri" I C584a9 I I C524 ]-�® C584 9 —412 412 432' 1 412}— 0584 29 C5841---® C594®C584 12 _ 412 4 412 412 }- -� 412 412 —E5i[ 41! 54E C 58434EEE I C'.A43—® [594}x® F314 z 412 412 Y 541 — ES17 C584 }-^F5" [584}---® I F114 585 I RS15 �{ 4123 C 4123s463 I1S31 FS65 517 B RSL7 R3116 G. PLAACCES is u u 4112 >h s PLACES C I —T5R43==rEB- { 5361-- F847 C565 F549 C564}--® W rti - rl n h n w- rt ;1—PQ 17 PLACES PHASE 1 - PART SCHEDULE - FIELD WORK SCHEDULE Q DETAIL PART NUMBERI FIELD WORK DIMENSIONS 18 X118X A • 2'-3' B 8'- 11 1/2' 17 X18OX A - 7'-11 7/8' B 2'-11 5/5' 18 X18OX A - W-10 1/8' 8 4'-1 3/8' 31 X11BX A • 6'-0' B • 3'- 11 1/2' 13 14 17 20'-0' PHASE 1 PHASE 2 #174113 #177633 20 .® +[ 637 F� F565 687 FM9 1 687 FI 63 I� 4U. 4U 3 C 411 4u 3— —r5#93==r�E— - —rte] =}- - TW3=--EM 4113 1 14U 3 E 411 3 4H 3— FE47 [565 F549 FE47 13653---F549 F247 0565 F549 F247 CSW F'S49 i 412 Fx1e 412 F>u 412 F3>P 4123- 5693—® I PLACES 56e3`� �11 R �568}�� X4 5" F5N R.hCES�4fE3 li C41P 412 3 4123-- 05m ri" I C584a9 I I C524 ]-�® C584 9 —412 412 432' 1 412}— 0584 29 C5841---® C594®C584 12 _ 412 4 412 412 }- -� 412 412 —E5i[ 41! 54E C 58434EEE I C'.A43—® [594}x® F314 z 412 412 Y 541 — ES17 C584 }-^F5" [584}---® I F114 585 I RS15 �{ 4123 C 4123s463 I1S31 FS65 517 B RSL7 R3116 G. PLAACCES is u u 4112 >h s PLACES C I —T5R43==rEB- { 5361-- F847 C565 F549 C564}--® W rti - rl n h n w- rt ;1—PQ 17 PLACES PERMIT # BUTTE COUNTY DEVELOPMENT SERVIC Pur In Brace Lxatbn O O 1 O F 0 O 1 O 1 O O 3 O 1 0 O 3 O 1 O O 1 O 1 O O 3 O O O 1 O 1 0 O 1 O 1 O 0 1 O 1 0 0 1 O REVIEWED EO See Note CO®E COMPLIANC DATE BY THE BUTLER ENGINEERS SEAL. APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER UPPER ROOF FRAMING PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND ANY O1H�ETR PUMRP�OSE WiIHOUTOPRICOR WRITTENOR O FOR APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10111110 JDS RELEASE FOR FINAL CONSTRUCTION 11/03110 JOS ADDED DETAILS RELEASE FOR ROOF FRAMING PLAN NORTH VALLEY BUILDING SYSTEMS JOB 174113 LUNDBERG FAMILY FARMS�urL`R DATE 11/03/10 RICHVALE, CA ABU8Swps S9Wcwm ® MAWVCHEX JDS AGL PAM 04B PHASE 1 - PART SCHEDULE - ORDER #174113 C ] QTY PARE NAME PART NUMBERI PART LENGTH FIELD Q WORK 411 201 IS ES P 9.5XO98 0540530 239-4 19-11 1 2 412 58 I FUR U 9.5X.060 4CP 0530939 275-4 22'-11 1/2' 414 31 LS ES P 9.5X.098 0540530 263-4 21' -Il 1/2' 517 1 1 FUR U 9.5X.060 2CP 0530933 197-7 16 -5 7 8 540 1 FUR U 9.5X.060 2CP 0530933 169-7 14--1 7 8 541 1 1 FUR U 9.5X.060 4CP 0530939 282-0 23'-6' 542 1 PUR U 9.5X.060 2CP 0530933 154-2 12 -10 1 4 555 301 E PRLN BRC ASI' 0544280 050-0 4 -2 568 151 CHANNEL PUR BRACE - 1 TAB 0544013 062-3 5 '-2-3-)Pi' 572 181 CHANNEL RIDGE OR 3:12 0544023 PUR U 9.5X.067 2CP 575 1 1 CHANNEL PUR BRACE - 2 TAB 0544014064-2 5 -4 1 4" 563 18 ASY E PRLN BRC A 0544260 040-0 3 -4 584 331 CHANNEL PUR BRACE - 1 TAB 0544013 D33-5 2-9 5 8 585 1 1 CHANNEL PUR BRACE - 2 TAB 0544014 035-4 2'-11 1 2 607 1 PUR U 9.5X.060 2CP 0530933 131-4 10 -11 1 2 18 808 1 PUR U 9.5X.060 2CP 0530933 131-4 10-11 1 2 17 832 1 LS ES P 9.5X.098 0540530 119-4 9'-11 1/2' 31 633 1 RAKE CHNL 9-3/4X97-15/16 0610067 636 1 LS ES P 9.5X.098 0540530 251-4 20 -11 1 2 637 14 EPRLN BRC ASY 0544280 040-0 3 -4 838 8 PUR U 9.5X.067 2CP 0530934 299-4 24--11 1/2- PERMIT # BUTTE COUNTY DEVELOPMENT SERVIC Pur In Brace Lxatbn O O 1 O F 0 O 1 O 1 O O 3 O 1 0 O 3 O 1 O O 1 O 1 O O 3 O O O 1 O 1 0 O 1 O 1 O 0 1 O 1 0 0 1 O REVIEWED EO See Note CO®E COMPLIANC DATE BY THE BUTLER ENGINEERS SEAL. APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER UPPER ROOF FRAMING PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND ANY O1H�ETR PUMRP�OSE WiIHOUTOPRICOR WRITTENOR O FOR APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10111110 JDS RELEASE FOR FINAL CONSTRUCTION 11/03110 JOS ADDED DETAILS RELEASE FOR ROOF FRAMING PLAN NORTH VALLEY BUILDING SYSTEMS JOB 174113 LUNDBERG FAMILY FARMS�urL`R DATE 11/03/10 RICHVALE, CA ABU8Swps S9Wcwm ® MAWVCHEX JDS AGL PAM 04B PHASE 2 - PART SCHEDULE - ORDER #177633 C ] QTY PART NAME PART NUMBER I PART LENGTH MFl10ERK Q 412 21 1 PUR U 9.5X.060 4CP 0530939 275-4 22'-11 1/2' 440 4 1 PUR U 9.5X.087 4CP 0530940 263-4 21 -11 1 2 524 21 PUR U 9.5X.060 4CP 0530939 203-4 16 -11 1 2 536 4 LS ES P 9.5X.096 0540530 251-4 20'-11 1/2- 253723 53723 PUR U 9.5X.087 4CP 0530940 287-4 23'-11 1/2' 538 1 PUR U 9.5X.067 4CP 0530940 247-4 201;&7 1 2 539 1 PUR U 9.5X.067 4CP 0530940 281-0 -5 543 2 LS ES P 9.5X.098 0540515 134-4 11-2 1 2 16 545 1 PUR U 9.5X.067 2CP 0530934 154-4 12 -10 121 548 1 PUR U 9.5X.067 2CP 0530934 171-4 14'-3 1/2' 547 1 PUR U 9.5X.067 2CP 0530934 188-5 15-8 5 8 548 1 PUR U 9.5X.087 4CP 0530940 203-3 W-11 30' 549 1 PUR U 9.5X.067 4CP 0530940 218-1 18 -2 T a- 550 1 PUR U 9.5X.067 4CP 0530940 232-7 19-4 7 8 551 1 PUR U 9.5X.077 4CP 0530941 247-5 552 1 PUR U 9.5X.077 4CP 0530941 283-2 21 -11 1 4 553 1 PUR U 9.5X.077 4CP 0530941 278-7 23'-2 7/8' 554 1 1 PUR U 9.5X.077 4CP 0530941 294-4 24'-6 1/2' 555 1 PUR U 9.5X.077 4CP 0530941 310-1 25'-10 1/8- 8'556 556 1 PUR U 9.5X.077 4CP 0530941 320-4 26'--a--172 557 1 PUR U 9.5X.060 4CP 0530839 299-3 24 -11 3 8 558 1 PUR U 9.5X.060 4CP 0530939 274-0 22'-10" 559 1 PUR U 9.5X.060 4CP 0530939 242-6 20 -2 3 4 560 1 PUR U 9.5X.080 2CP 0530933 186-1 15-6 1 8 561 5 PUR U 9.5X.060 2CP 0530933 161-4 13'-5 1 2 562 2 LS ES P 9.5X.098 0540515 187-4 13 -11 1 2 563 2 LS ES P 9.5X.098 0540515 239-4 19 -11 1/2- 2564 564 2 LS ES P 9.5X.098 0540515 251-4 20'-11 119" 565 4 E PRLN BRC ASY 0544260 050-0 4'-2' 568 2 1 CHANNEL PUR BRACE - 1 TAB 0544013 062-3 W-2 3/8' 572 2 CHANNEL RIDGE BR 3:12 0544023 553 4 E PRLN BRC ASY 0544260 D40-0 3 -4 584 4 CHANNEL PUR BRACE - 1 TAB 0544013 033-5 2-9 5/8 586 B E PRLN BRC ASY 0544250 038-0 3'-2' 587 8 E PRLN BRC ASY 0544280 049-0 4 -1 588 5 CHANNEL PUR BRACE - 1 TAB 0544013 063-0 5'-3' 589 12 CHANNEL PUR BRACE - 1 TAB 0544013 054-5 4 -6 5/8* 590 12 CHANNEL PUR BRACE - 1 TAB 0544013 057-6 4'-9 3 4' 591 3 CHANNEL PUR BRACE - 1 TAB 0544013 030-0 2 -6 592 8 CHANNEL RIDGE BR 4-12 0544024 016-0 1 -4 593 3 CHANNEL PUR BRACE - 1 TAB 0544013 016-5 V-4 5/8' 594 3 CHANNEL PUR BRACE - 1 TAB 0544013 020-2 1 -e 1 4 595 3 1 CHANNEL PUR BRACE - 1 TAB 0544013 037-8 3'-1 3/4- 4'596 596 3 CHANNEL PUR BRACE - 1 TAB 0544013 039-4 S-3 12 597 8 CHANNEL PUR BRACE - 1 TAB 0544013 040-2 3 -4 1 4 598 8 CHANNEL PUR BRACE - 1 TAB 0544013 051-0 4-3 599 2 CHANNEL PUR BRACE - 2 TAB 0544014 064-7 5'-4 7 8 600 4 CHANNEL PUR BRACE - 2 TAB 0544014 058-4 4'-8 1/2- 2'601 ±L1 4 CHANNEL PUR BRACE - 2 TAB 0544014 059-5 4--i1 5/8- 8602 602 1 CHANNEL PUR BRACE - 2 TAB 0544014 031-7 2'-7 7 8' 603 1 1 CHANNEL PUR BRACE - 2 TAB 0544014 018-4 11-8 1/2* 804 1 CHANNEL PUR BRACE - 2 TAB 0544014 022-1 1 -10 1 8 605 1 CHANNEL PUR BRACE - 2 TAB 0544014 039-5 3'-3 5 606 1 CHANNEL PUR BRACE - 2 TAB 0544014 041-3 3 -5 395 839 4 CHANNEL PUR BRACE - 0 TAB 0544012 041-1 3'-5 18' 656 3 E PRLN BRC ASY 10544280 038-01 PERMIT # BUTTE COUNTY DEVELOPMENT SERVIC Pur In Brace Lxatbn O O 1 O F 0 O 1 O 1 O O 3 O 1 0 O 3 O 1 O O 1 O 1 O O 3 O O O 1 O 1 0 O 1 O 1 O 0 1 O 1 0 0 1 O REVIEWED EO See Note CO®E COMPLIANC DATE BY THE BUTLER ENGINEERS SEAL. APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER UPPER ROOF FRAMING PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND ANY O1H�ETR PUMRP�OSE WiIHOUTOPRICOR WRITTENOR O FOR APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10111110 JDS RELEASE FOR FINAL CONSTRUCTION 11/03110 JOS ADDED DETAILS RELEASE FOR ROOF FRAMING PLAN NORTH VALLEY BUILDING SYSTEMS JOB 174113 LUNDBERG FAMILY FARMS�urL`R DATE 11/03/10 RICHVALE, CA ABU8Swps S9Wcwm ® MAWVCHEX JDS AGL PAM 04B IN9gRM l FR ND PR►{ eAo R PURLIN HSESTRENGTH" BOLT (1 /2" A325T )2 AND 5/8" HEAVY HEX. NUT (095 33) �1 CONTINUOU EAVE STRUT PURLIN ROOF BEAM CONTINUOUS CONTINUOU I qY PURLIN FIELD I / BgYM. PURLIN I / 9 EAVE STRUT PURLIN Y VOLE DRILL FfOLE" DIA. ROOF B I ROOF B bl Il I Il ROOF B Il USE (6) 1/2` X 2` USE (6) 1/2" X 1 1/4" USE (6) 1/ X 1 1/4` ROOF BEAM OR A325 H))I-STRENGTH BOLT HEX. 60LT (095085) HEX. LT 095085) USE 2 1/2` X 1 1/4" VERTICAL SPLICE HEAVYSHAND IXNUT/2" AND 1 2' HEX. NUT AND 1/2" IX. NUT )b ) HEAVY H (0950 2) CONTINUOU 3 1/2"� EX. NUT (095032) COLUMN (0950 2) FIELD DRILL CONTINUOUS PURLIN VOLE DIA. PURUN OLE "" N0.07 CONTINUOUS SPAN 9 1/2- PURLIN LAP -- 010Q1 " '� 10.03 CONTINUOUS SPAN PURLIN CONNECTION 'a' O°�"' ' "°` N° 07 CONTINUOUS SPAN PURUN CONNECTION '�` °"161 ' '�' ND m '�' °t�'0t ' "a' "0.01 DETAIL F112 INTERMEDIATE BAY STRUCTURAL CONNECTION DETAIL F114 END BAY L((0)CATIIO/ON - 9 1//2" PURLIN DETAIL F117 TWO (2) BAY BUILDING - 9 1/2" PURLIN DETAIL F118 PURLIN CONN TO INTERMEDIATE FRAME EW DETAIL F124 EAVE STRUT CONNECTION TO INTERM. FRAME HSESTRENGTH" BOLT ((1097282)2 AND USE (2) 5/8" X 1 1/2" A325T 5/8" HEAVY HEX. NUT (095233) /� USE (2) 5/8" X 1 1/2' A325T HI -STRENGTH BOLT 0097281 AND HI -STRENGTH BOLT (097281) AND 5/8" HEAVY HEX. N (095 33) I 1 I I 5/8" HEAVY HEX. NOT (095233) EAVE STRUTPURLIN l I PURLIN PPE SAN) AN� o �R AT AVE I J RUT CUP CLIP(543029) (543029) SHIM (543391 ROOF ROOF PLATE - 543192 SIDEWALL --' ROOF BEAM COLUMN ROOF BEAM ROOF BEAM USE 3 1/2" X 1-)1/4` USE 3) 1/2` X 1-1/4- (095085) -1/4' USE (4) 1/2` X 1 1/4 - HEX;. ��EXT NU95(095032) 1/2 HEX. D HEX NUT (0950095085) 32) 1%2" HEX NUT (09032) 2.50 TO 3.49:12 Nx velem/Im" mt am 011 ler. mo mf. Nam ler. wm11 1/b° m. Na °{ w min ler. lo. ler. wick 1 mt m07 DETAIL F128 LAVE STRUT CONN. TO INT. FRAME ENDWALL DETAIL F173X EAVE STRUT CO((N)NEC//TION TO/INTERM. FRAME DETAIL F175 SINGLE SIMPLE(( ))SPA//N PURLI//N CONNECTION DETAIL F175X SINGLE SIMPLE SPAN PURLIN CONNECTION DETAIL F247 EAVE STRUT TO FRAME 1 1/4" OFF SL (()) // / HSESrRENGiH" BOLT (1097282)2 AND HSESTRENGTH" BOLT (1097282)25AND HI -STRENGTH BOLT (1097281)2 AND 5/8" HEAVY HEX. NUT (095233) 5/8" HEAVY HEX. NUT (095233) NEL CHANNEL F551 X 5/8" HEAVY HEX. NUT (095233) PURLIN BRACEf�5 (TYP') 1 1_1'� r-- EAVE STRUT F \ \ (TYP.) 1 /> // I I EAVE--'I 1 STRUT I EAVE STRUT EAVE STRUT PLATE 543192 I b / / DETAIL F551 1 SHIM PLATE SHIM PLATE SIDEWALL (543391) (543391) / PURLIN PURLIN COLUMN ROOF BEAM DETAIL F551 J [ DETAIL F551 ROOF BEAM USE (1) 1/4"0 X 6-1/4' USE (4) 1/2' X 1 1/4` ROOF BEAM DROP FPIN (097556) 1HEX. LT /2" HEX. (095 (09AND 032) (TYP, PER EACH END) 2.50 TO 3.49: 12 2.50 TO 3.49 : 12 I". wren/11/0mm rave mv. w@m/13/43 1 W. W. ler. wicm/13/N I W. Nam I me wren/"/°° 1 W. Nam SINGLE CHANNEL PURLIN BRACE W. °mE I pm mmDOUBLE CHANNEL PURUN BRACE DETAIL F248 EAVE STRUT TO FRAME 1 1/4' OFF SL DETAIL F263 EAVE STRUT CONNECTION TO INTERM. FRAME DETAIL F265 EAVE STRUT CONNECTION TO ENDWALL FRAME DETAIL F538 ENDING AT PURUN WEB LOCATION DETAIL F538X ENDING AT PURUN WEB LOCATION DETAIL F551 CHANNEL DETAIL F551 PURUN BRACE (TYP') CHANNEL CHANNEL PURUN BRACE PURUN BRACE (TYP•) (TYP.) CHANNEL T tt______ PURUN BRACE BUTTE COUNTY DEVELOPMENT SERVICES (TYP) RiMEWED FOR COMPLIANCE - BY-__ F5 __----- -- PURUN DETAIL 51 J/ PURUN PURLIN PURUN c1_ �- USE (1) 1/4'0 X 6-1/4'�`���:,� DROP FPIN (097556) (TYP. PER EACH END) =� DOUBLE CHANNEL PURLIN BRACE SINGLE CHANNEL PURLIN BRACE SINGLE CHANNEL PURLIN BRACE SINGLE CHANNEL PURLIN BRACE ler. mm.loc Ila Rd. GRIL 11 17 ler Nmol la. mm m. Nm Ia wiC °7 RK Ilam DETAIL F538Y ENDING AT PURUN WEB LOCATION DETAIL F539 INTERMEDIATE LOCATION I DETAIL F539XI INTERMEDIATE LOCATION DETAIL F540 REVERSE INTERMEDIATE LOCATION THE BUTLER ENGINEERS SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANDAJR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, All APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING, Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10/11110 JOS RELEASE FOR FINAL CONSTRUCTION 1110311D JDS ADDED DETAIL 175X AND REORGANIZED DETAILS RELEASE FOR FINAL ROOF FRAMING DETAILS DEI NORTH VALLEY BUILDING SYSTEMS TOMER LUNDBERG FAMILY FARMS "'DN RICHVALE. CA A imp 174113 DATE 11 /03/10 DRAWWNECK JDS AGL PAGE 04C DEI DETA " " �' DETAIL F540X SINGLE CHANNEL PURLIN BRACE 'a• °q° nv. REVERSE INTERMEDIATE LOCATION DETAIL F540Y NOTE: 1. SEE CHART FOR RIDGE BRACE ASSEMBLY SELECTION. a 2. NEST AS REQUIRED TO ACHIEVE I PROPER LENGTH AND USE SELF -DRILLERS TO SECURE. SECTION USE (4) (097274) SELF -DRILLERS TO NEST AND ROTATE ATTACFKI. (2) TOP AND (2) BOTTOM. CHANNELS TOGETHER CHANNEL TO FULLY ENGAGE PURUN BRACE NEL C RIDGESECUE GE BBRA, E ARI IS FLANGES THEN WITH SELF-DRILLLERS NMI �' ff�m#�v ' BEND TABS AS REQUIRED TO MATCH I ROOF SLOPE OF CONNECTING CHANNELS. IMM 0 f. N& 1 ICHANNEL RIDGE BRACE ASSEMBLY DETAIL F548 I CHANNEL BRACE AT UNSYMMETRICAL RIDGE ERECTION NOTE: WHEN A CHANNEL BRACE IS NOT ABLE TO BE IN ALIGNMENT WITH ANOTHER CHANNEL BRACE FOR A DROP PIN CONNECTION. BEND THE CHANNEL TABS TOWARD THE PURLIN WEB AND USE A SELF -DRILLER (097274) TO ATTACH. CHANNEL BRACE tE (2) LF -DRILLING :REWS 97274) """` CHANNEL BRACE ENDING AT PURLIN WEB DETAIL F551 X SELF -DRILLER WITH BENT TABS ERECTION NOTE: CHANNEL BRACES THAT END AT A PURLIN WEB, BUT DO NOT HAVE TABS TO BEND AND SECURE. INSERT CLIP (544015) THROUGH WEB SLOTS AND USE A DROP PIN TO ATTACH TO CHANNEL BRACE. USE (1 1/4"0 X 6-1/4" DROP I�IN (097556) PURLIN WEB ENDING CLIP (544015) °"Wwf. °° CHANNEL BRACE ENDING AT PURLIN WEB DETAIL F561 WEB ENDING CLIP WITH DROP PIN SINGLE CHANNEL PURLIN BRACE "" WE97 1°"• "a" REVERSE INTERMEDIATE LOCATION DETAIL F542X BEND TABS TOWARD EAVE STRUT WEB AND USE (2 SEE -5711/32" x 718"f-45 GRAY DETAIL FREF SCRUBOLT (097351) AND FOR PURLIN BRACE SCRUBOLT NUT (097267) CONNECTION (HEAD OF SCRUBOLT TO BE ON 6:�\ OUTSIDE OF EAVE STRUT) -h EAVE STRUT AM. 1. SEE CHART FOR RIDGE BRACE lltj ASSEMBLY SELECTION. (ti li 2. NEST CHANNELS TO ALIGN 5' a "� SPACING BETWEEN HOLES AND USE DROP PINS TO SECURE. SECTION NEST AND ROTATE CHANNELS TO ALIGN USE (2) 1/4"$x6-1/4* HOLES USED TO DROP PINS (097556) RIDGE SECURE WITH DROP PINS PURUN CHANNEL RIDGE /\ BRACE ASSEMBLY 5"44:11 5" BEND TABS AS REQUIRED TO MATCH BEND TABS AS REQUIRED TO MATCH ROOF SLOPE OF CONNECTING CHANNELS. ROOF SLOPE OF CONNECTING CHANNELS. JBLE CHANNEL PURLIN BRACE 'wL mm "L "am ADJUSTABLE RIDGE CHANNEL ASSEMBLY Iv` °1O "'T• "�°° ADJUSTABLE RIDGE CHANNEL ASSEMBLY ENDING AT PURUN WEB LOCATION DETAIL F547 CHANNEL BRACE AT SYMMETRICAL RIDGE DETAIL F547X CHANNEL BRACE AT SYMMETRICAL RIDGE BEND TABS TOWARD SAVE STRUT BEND TABS TOWARD EAVE STRUT WEB AND USE 2 WEB AND USE (2 11/32" x 7/8" -45 GRAY 11/32" x 7/8" 7-45 GRAY ERECTION NOTE SCRUBOLT (097351) AND SCRUBOLT (097351) AND SCRUBOLT NUT (09 267) SCRUBOLT NUT (097267) WHEN A CHANNEL BRACE IS NOT ABLE TO BE (HEAD OF SCRUBOLT TO BE ON (HEAD OF SCRUBOLT TO BE ON IN ALIGNMENT WITH ANOTHER CHANNEL BRACE OUTSIDE OF EAVE STRUT) OUTSIDE RU EAVE STRUT) FOR A DROP PIN CONNErnnN_ BEND THE CHANNEL TABS TOWARD THE PURLIN WEB AND USE A SELF -DRILLER (097274) TO ATTACH. NOTE r" 1. SEE CHART FOR RIDGE BRACE ull ASSEMBLY SELECTION. 2. NEST CHANNELS TO ALIGN 5" `y SPACING BETWEEN HOLES AND USE DROP PINS TO SECURE. SECTION NEST AND ROTATE CHANNELS TO ALIGN USE (2) 1/4"04-14" HOLES USED TO DROP PINS (0975565 RIDGE SECURDROP PIWITH NS PURUN CHANNEL RIDGE /\ BRACE ASSEMBLY USE (4) 503 HD( -L-- �� PURUN y USE (4) 1/2" HEX1� NUTS (095032) PURUN BRACE ASSY. NUTS (095032) BRACE ASSY USE NUTS(095032)PURUN XV nae:IV. Na o: PURLIN BRACE '� °1`' 'a'' Ns PURUN BRACE RIM Dom WV. Na DETAIL F549 AT EAVE-TOP PURLIN FLANGE AWAY FROM STRUCT. UNE DETAIL F549X AT EAVE-TOP PURLIN FLANGE AWAY FROM STRICT. UNE DETAIL F549Y NOTE: 1. SEE CHART FOR RIDGE BRACE NEST AND ASSEMBLY SELECTION. ROTATE 2. NEST AS REQUIRED TO ACHIEVE a CHANNELS PROPER LENGTH AND USE TOGEHTER SELF -DRILLERS TO SECURE. EN FULLY CHANNEL URLIN BRACE ENGAGE 7'1 SECTIONL FLANGES (TYP-) USE (4) (097274) TO ATTACH SELF -DRILLERS WITH S.D.S. TO ATrACH(2) AND (20 BOTTOM P� DETAIL PURUN DETAIL F557 CANOPY PURUN b 0 f j CHANNEL RIDGE I/ BRACE ASSEMBLY CHANNEL RIDGE BRACE ASSEMBLY RIDGE BRACE ONLY AT UNSYMMETRICAL RIDGE 11/32" x 7j8' T-45 GRAY SCRUBOLT 97351) AND SCRUBOLT NUT (097267) (HEAD OF SCRUBOLT TO BE ON INSIDE OF EAVE STRUT) USE (2) 1/2 HEX ,I- NUT (095032) WX PURUN IDETAIL EAVE PURLIN -m W HIGH SIDE BRACE ASSEMBLY L F551 BLDG. EAVE STRUT DETAIL F562 I PURLIN BRACE AT WX OR CANOPY THE BUTLER ENGINEERS SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EYCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER USE21 1 / 4"0 X 6-1 4"\ DROP( �INS(097556) (TYP. PER EACH END) PURUN DETAIL EAVE STRU BRACE ASSY. PURLIN BRACE AT EAVE ' 1e-" ' " e6°° SINGLE CHANNEL PURLIN BRACE 'm DmI 'a"• N0. DETAIL F558 REVERSE TOP FLANGE LOCATION DETAIL F558X NOTES: EAVE PURLIN BRACE WILL NOT LINE UP DIRECTLY OVER CENTER LINE OF FRAME AT PURLIN LOCATION. IT WILL NEED TO BE OFFSET AS SHOWN TO MATCH 1�1 "`MF CANOPY PURLIN UP WITH AN EXISTING HOLE IN Z" THE WEB. USE (2) 1/2' 1`1 HEX NUTS (095032) Z' PURLIN USE (3) 11/32' X 1-1/4' ° T-45 GRAY SCRUBOLT oI 097352) AND ° b SCRUBOLT NUT (097267).(HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) � EAVE PURLIN BRACE (544260 -XXX) WX PURUN I AT HIGH SIDE L EAVE BRACE STRAP (544027) EAVE STRUT p' °"° ""'n°' EAVE BRACE STRAP AT INTERMEDIATE FRAMES 'a °om 'a "a DETAIL F565 PURLIN BRACE OFFSET AT PURLIN LOCATION DETAIL F566X THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3FiALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANDlOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING SINGLE CHANNEL PURLIN BRACE REVERSE TDP FLANGE LOCATION 11/32" x 7/8" T-45 GRAY SCRUBOLT 97351) AND SCRUBOLT NUT 097267) (HEAD OF SCRUBOLT TO BE ON INSIDE OF EAVE STRUT) USE (2) 1/2- HEX NUT (095032) EAVE PURUN -'!k BRACE ASSEMBLY F551X BLDG. EAVE STRUT PURLIN BRACE AT WX OR CANOPY Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 10111110 JDS RELEASE FOR FINAL CONSTRUCTION 11=10 JDS REORGANIZED DETAILS IN USE (2) SELF-DRIL SCREWS (097274) CHANNEL BRACE ENDING AT PURLIN WEB DETAIL F551 SELF -DRILLER WITH BENT TABS USE (2P 15(*0 X 6) 1/4' S DROP IN (TYP. PER EACH END) DETAIL F55BY I SINGLEREVERSE TOPEFLAN ERLIN LOCABPj TION ;v�T # BUTTE COUNTY DEVELOPMENT SERVICES : ocWE FOR CODE COIN'PLIANCE TF --- QY - RELEASE FOR FINAL Cbl v ROOF FRAMING DETAILS IER NORTH VALLEY BUILDING SYSTEMS rOMER LUNDBERG FAMILY FARMS mON RICHVALE, CA POM -' rN,F_L F r_ A BWcope Seer CorMany 7 JOB 174113 DATE 11/03/10 JDSCK AGL PAGE 04D USE (10) 1/2' x 1 1/2' VP OF PURLIN USE (10) 1/2' x 1 1/2' WP OF PURLIN. USE (10) 1/2' x 1 1/2' WP OF PURLINUSE C8) 1/2' x 1 1/2' HEX, BOLT (095195) & e TOP OF BEAM HEX. BOLT (095195) & IF TOP OF BEAM HEX. BOLT (095195) & 2 TOP OF BEAM HEX, 8) 1 (095195) & WP OF PURLIN_ 11/32" x 7,/8" T-45 GRAY 1/2' NUT (095032) ALONG 15/16' 3 3/8' 1/2' NUT (095032) ALONG 11/16' 3 5/16' 1/2' NUT (095032) ALONG 3 5/16' 1 3/16' D RLIN 1/2' NUT (095032) ALONG 3 5/16' E 1TOP 3/16F BEAM SCRUBOLT 97351) AND SLOPE OF BM, PURLIN URLIN SCRUBOLT NUT 097287) SLOPE OF BM, SLOPE OF BM, SLOPE OF BM. PUR CANOPY PURLIN (HEAD ID SCRUBOLT VE TO BE PURLIN CLIP r ¢ ON INSIDE OF EAVE STRUT) PURLIN CLIP r D �¢ r PURLIN CLIP 04F ¢ PURLIN CLIP D ¢ (OP75934) r COP77582) i D (OP77586) w 04F d r 04F d �r (OP77586) USE (2) _DOWNSLOPE — -- ♦ ♦ _ NUT" HEX 095032 — e ♦ -- --- DOWNSLOPE • __♦ DOWNSLOPE __♦ -- 04F_ .. ro ♦ e -- DOWNSLOPE ( ) ♦ ♦ — END OF H '"j' END OF � END OF H H T END OF H PURLIN —J PURLIN PURLIN PURLIN PURLIN CLIP EE -02 DWG FIELD (S) PURLIN CLIP EE -02 DWG FIELD (1) PURLIN CLIP EE -02 DWG FIELD (1) PURLIN CLIP EE -02 DWG FIELD (1) � 1' VERTICAL Y -DIMENSION' 9/16'18 H LE Y -DIMENSION' 9/16'0 HOLE ` URLIN 1 VERTICAL V VERTICAL Y -DIMENSION' 9/16'58 H LE 1' VERTICAL Y -DIMENSION' 9/16'0 H LE DROP OF N DROP OF N URLIN 1 PURLIN HIP BEAM f DROP OF . N 1 URL HIP BEAM HIP BEAM 1 DROP OF 1 iu FRAME LINE 1 �--� FRAME LINE 1 �- , �� i - 4 HIP BEAM WX PURLIN EAVE PURLIN _ - FRAME LINE FRAME LINE 1 1 __--_ AT HIGH SIDE BRACE ASSEMBLY HIP BEA PURLIN HIP BEA PURLIN HIP BEA PURLIN BLDG. 5/16' FLANGE BRACE HIP BEA PURLIN FLANGE BRACE FLANGE 2- (REFER TO -02 Z-1/4� (REFER TO -02 (REFER T❑ AC 2 9/16' FLANGE BRACE EAAVE STRUT DWGS FOR SIZE) DWGS FOR SIZE) J,-9/16' (REF FOR SIZE) 4 (REFER TO -02 DWGS FOR SIZE) NEac om Inv. Na C23 PLCS SECTI❑N H -H C13 PLCS SECTION H -H 5 PLCS SECTION H -H 1 PLCS SECTION H -H DETAIL F566Y PURLIN BRACE AT WX OR CANOPY DETAIL RS1 V HIP BEAM PURLIN CONNECTION DETAIL RS2 HIP BEAM PURLIN CONNECTI❑N DETAIL RS3 HIP BEAM PURLIN CONNECTION DETAIL RS4 HIP BEAM PURLIN CONNECTION USE (8) 1/2' x 1 1/2' WP OF PURLIN USE (10) 1/2' x 1 1/2' WP OF PURLIN USE (8) 1/2' x 1 1/2' WP OF PURLIN HEX, BOLT (095195) & E TOP OF BEAM HEX, BOLT (095195) & USE (12) 1/2' x 1 1/2' WP OF PURLIN USE (12) 1/2' x 1 1/2' WP OF PURLIN 1/2' NUT (095032) ALONG 15/16' 3 3/8' 1/2' NUT (095032) 2 T❑P OF BEAM 3 13/16' HEX, BOLT (095195) & 2 TOP ❑F BEAM 3 13/16' HEX. BOLT (095195) & 2 TOP OF BEAM HEX. BOLT (095195) & 2 TOP ❑F BE 1/2' NUT (095032) SLOPE OF BM, (ALONG 3/16 PURLIN (ALONG 3/16 1/2' NUT (095032) 1/2' NUT (095032) (ALONG 5/16' 10 1/16' PURLIN SLOPE OF HM,) r SLOPE OF BM.) SLOPE OF HM,) (ALONG 5/16 10 1/1 PURLIN PURLIN CLIP ¢ r SLOPE DF BM,) COP75934) D PURLIN CLIP r C w PURLIN CLIP C w 04F COP75918) 04F COP75918) f PURLIN CLIP w PURLIN CLIP C w a ¢ 1¢ 04F a¢ LJ (OP75930) C J a COP76072) r 04F J f _DOWNSLOPE M =_• a =_ —_ �UPSLOPE M =_ ♦ __ —_ i8� UPSL❑PE — e -- >P° ♦ 04F >wm aw ♦ ♦ ♦ ♦ _ �-�—t PSL❑PPE� r� _ ♦ ♦ _ —'-*—b4 UPSL❑PE M == ♦ _ ---tom END OF I H H T END OF �- —' END OF ` —' END ❑F — J i ♦ ♦ J ' PURLIN —� PURLIN .Y -DIMENSION' FIELD (1) PURLIN END OF PURLIN CLIP EE -02 DWG FIELD C1) Y -DIMENSION FIELD (1) PURLIN •Y -DIMENSION' FIELD CI) � PURLIN EE -02 DWG 9/16 HOLE PURLIN CLIP PURLIN CLIP Y -DIMENSION FIELD (1) 1' VERTICAL Y -DIMENSION' 9/16' H LE URLIN PURLIN CLIP , PURLIN CLI EE -02 DWG 9/16 HOLE EE -02 DWG 9/160 HOLE ` ` PURLIN EE -2 DWG 9/160 HOLE HIP BEAM 1 VALLEY BEAM j DROP OF cu cu�j nI PURLIN ��- 1 PURLIN - PURLIN I 01 -. VALLEY BEAM 1 „may VALLEY 1 11 VALLEY 1 ti FRAME LINE 1 �--'� 1 •1 ,� EAM EAM j j 11 -�. .. HIP BEA PURLIN 1 7/16• PURLIN 1 7/16 PURLIN 1 7/16• 1 URLIN FLANGE BRACE URLIN 7/16• �� 2-5/16 FLANGE BRACE (REFER TO -02 FLANGE BRACE�� _ i FLANGE BRACE � (REFER TO -02 \ (REFER TO -02 FLANGE BRACE DWGS FOR SIZE) DWGS FOR SIZE) DWGS FOR SIZE) DWGS FOR SIZE) \ (REFER TO -02 DWGS FOR SIZE) (6 PLCS) SECTI❑N H -H <15 PLCS) J- C 6 PLCS) C J -J C 1 PLCS) ECTI❑N J -J C 1 PLCS) J -J DETAIL RS5 HIP BEAM PURLIN CONNECTION DETAIL RS6 VALLEY BEAM PURLIN CONNECTI❑N DETAIL RS7 VALLEY BEAM PURLIN C❑NNECTI❑N DETAIL RS8 F VALLEY BEAM PURLIN C❑NNECTI❑N DETAIL RS9 VALLEY BEAM PURLIN CONNECTI❑N USE (14) 1/2' x 1 1/2' WP OF PURLIN USE (10) 1/2' x 1 1/2' WP ❑F PURLIN USE (W 1/2' x 1 1/2' WP URLIN USE C8> 1/2' x 1 1/2' WP OF PURLIN USE (8) 1/2' x 1 1/2' WP OF PURLIN HEX, BOLT (09519) & C TOP OF REAM HEX, BOLT 9503) & 2 T❑P ❑F BEAM HEX, BOLT (095195) & 2 TOP OF BEAM HEX, BOLT (095195) & E TOP OF BEAM HEX, BOLT (095195) & 1/2' NUT (095032) 1/2' NUT (095032) 4 2 TOP OF BEAM (ALONG 2 10 1/4' PURLIN (ALONG 2 1/16 3 15/1 ' PURLIN 1/2' NUT (095032) ALONG 11/16' 3 5/16' 1/2' NUT (095032) (ALONG 2 5/16 PURLIN 1/2' NUT (095032) SLOPE OF BM.) SLOPE OF BM.) SLOPE OF BM, SLOPE ❑F BM,) (ALONG 2 1/16--;13 15/1 ' PURLIN CLIP w LSLOPE OF BM,) PURLIN CLIP w PURLIN CLIP ¢ u COP77824) C �< COP78638) C -Js COP77582) C w PURLIN CLIP C w >- 04F ¢ w -J ¢ P4 <OP77810) f PURLIN CLIP w ¢ w 04F 04F ,� a (OP77812) _ 04F -J UPSLOPE — - ♦ ♦ — > 1 ♦ 04F > as ¢ w ,� ¢ - PSL❑PE _ _ _ ❑WNSLOPE s e x ♦ > w ¢ w ♦ ♦ ♦ - ♦ ♦ �. c� __ ♦ e =_ —_ UPSLOPE ca = ♦ ♦ __ --- UPSLOPE ♦ > w END OF L ✓ . t ♦ J ♦ ♦-�-�* PURLIN •Y -DIMENSION' FIELD Cl) PURLIN . END OF H IIT END OF J J END ❑F t— =--I PURLIN CLIP PURLIN CLIP 'Y -DIMENSION' FIELD (1) PURLIN --�� PURLIN EE -02 DWG 9/160 HOLE Y -DIMENSION FIELD (1) IN 'Y -DIMENSION' FIELD (1) _ EE -02 DWG 9/160 HOLE PURLIN CLI EE -02 DWG FIELD C1) PURLIN CLI PURLIN EE -2 DWG 9/160 HOLE VALLEY � 11 a PURLIN ��-- 1' VERTICAL Y -DIMENSION' 9/16' H LE PURLIN CLIP EE -02 DWG 9/16 HOLE ---AM 1 I► VALLE 1 ► DROP OF N URLIN �� N r„ PURLIN VALLEY BEAM 1 EAM �l HIP BEAM ��+ ALLEY 11 F 11 FRAME LIN 5/8• /4 URLIN 3/4 URLIN HIP BEA - PURLIN 4 PURLIN 3/4 PURLIN i FLANGE BRACE i FLANGE BRACE FLANGE BRACE \ (REFER TO -02 (REFER TO -02 2'1/4 (REFER TO -02 FLANGE BRACE FLANGE BRACE DWGS FOR SIZE) DWGS FOR SIZE) DWGS FOR SIZE) (REFER TO -02 (REFER TO -02 DWGS FOR SIZE) DWGS FOR SIZE) C 1 PLCS) SECTION J -J C PLCS) SECTI❑N J -J ( 5 PLCS SECTION H -H C 3 PLCS) SECTION J -J C 2 PLCS) SECTION J -J DETAIL RS10 VALLEY BEAM PURLIN CONNECTION DETAIL RS11 VALLEY BEAM PURLIN C❑NNECTI❑N DETAIL RS12 HIP BEAM PURLIN CONNECTION DETAIL RS13 VALLEY BEAM PURLIN C❑NNECTI❑N DETAIL RS14 VALLEY BEAM PURLIN CONNECTI❑N USE (8) 1/2' x 1 1/2' WP OF PURLIN USE (10) 1/2' x 1 1/2' WP OF PURLIN USE (8) 1/2' x 1 1/2' WP OF PURLIN HEX, BOLT (095195) & 2 TOP OF BEAM 1/8, HEX. BOLT (095195) & 2 TOP OF BEAM HEX, BOLT (095195) & USE C12) 1/2' x 1 1/2' WP ❑F PURLIN 1/2' NUT (095032) 1/2' NUT (095032) 1 3/4' 2 TOP OF BEAM 1 3/4' HEX, BOLT (095195) & e TOP OF BEAM (ALONG 5/8' PURLIN (ALONG 1' PURLIN 1/2' NUT (095032) 1/2' NUT (095032) (ALONG 1' PURLIN (ALONG 1/2' 10 15/1 PURLIN SLOPE OF HM.) r SLOPE OF BM,) r SLOPE OF BM.) SLOPE OF BM.) PURLIN CLIP r C J PURLIN CLIP r C w PURLIN CLIP C w r r COP75920) 04F a COP78306) 04F _ (OP77826) ,� E PURLIN CLIP J ♦ ♦ j awa ¢ w 04F ¢ w (OP77828) C a ¢ BUTTE COUNTY DEVELOPMENT SERVICES UPSLOPE — e ♦ > ♦ ♦ > w 04F w�a /1 CO r ♦ co —_ ♦ e = --♦—tom UPSL❑PE ro == e = ---E* UPSL❑PE iy = _ ---msµ UPSL❑PE c� _ ♦ e = ---Ei► _/ 'WE -WED i�/ fp J� {� J� END OF ` t J_ t e � tJ e ♦ � DIE COMPLIf"'iNCE END OF PURLIN •Y -DIMENSION' FIELD (1) PURLIN . - `ATE SY PURLIN CLIP PURLIN CLIP EE D 2E DWGNSION 9/160 HOLE \ ` 1 EE -02 DWG 9/1658 HOLE PURLIN CLIP PURLIN CLIP FLANGE BRACE ` FLANGE BRACE (REFER TO -02 (REFER TO -02 DWGS FOR SIZE) DWGS FOR SIZE) C 7 PLCS) - ( 3 PLCS) ON J-jC 1 PLCS) - C 1 PLCS) - DETAIL RS15 VALLEY BEAM PURLIN CONNECTION DETAIL RS16 VALLEY BEAM PURLIN CONNECTION DETAIL RS17 VALLEY BEAM PURLIN CONNECTION DETAIL RS18 VALLEY BEAM PURLIN CONNECTION THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALLNOT BE MODIFIED REPRO DUE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRDTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IB SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DE9CitIPTION 10111/10 JDS RELEASE FOR FINAL CONSTRUCTION 11103110 JDS REORGANIZED DETAILS RELEASE FOR FINAL ROOF FRAMING DETAILS )EN NORTH VALLEY BUILDING SYSTEMS 'OMER LUNDBERG FAMILY FARMS TON RICHVALE, CA ECT )ERS PO# A IIL.S ope "B" 174113 DATE 11/03/10 D OS AGL PAGE 04E USE (10) 1/2' x 1 1/2' WP OF PURLIN HEX. BOLT (095195) & R TOP OF BEAM 1/2' NUT (095032) (ALONG 7/B' - SLOPE OF BM,) -UPSL❑PE _ =1 END OF `— PURLIN CLIPS UR`IN -Y—DIMENSION' FIELD (1) EE —02 DWG 9/160 HOLE 7/8' C } W 04F J a J - USE (10) 1/2' x 1 1/2' WP OF PURLIN 114' HEX, BOLT (095195) & 2 TOP OF BEAM PURLIN 1/2' NUT (095032) 1 PLCS) SECTIS ON�1 (ALONG 2 1/8' DETAIL RS19 SLOPE OF BM.) USE (2) 1/2' x 1 1/2' C w CLIP HEX. BOLT (095195) & 04FPURLIN a ¢ (OP77588) 2 >w --- JQ OS OS .,UPSL❑PE END OF O A307 TH.-HD. BOLT (096636) AND PURLIN �v�OP PURLIN CLIP 'Y -DIMENSION' FIELD (1) W EE -02 DWG 9/160 HOLE PURLIN STRUT OQO 40, BEAM -7 r iv, 7/8' C } W 04F J a J - `— FLANGE BRACE 114' (REFER TO —02 BEAM FIELD LOCATE 9/16"0 HOLES IN EAVE STRUT USING CUP DWGS FOR SIZE) 1 PLCS) SECTIS ON�1 — 1 DETAIL RS19 VALLEY BEAM PURLIN C❑NNECTI❑N USE (2) 1/2' x 1 1/2' USE (2) 1/2' x 1 1/2' HEX. BOLT (095195) & HEX. BOLT (095195) & 1/2' NUT (095032) 1/2' NUT (095032) 2 JQ JQ OS OS USE (4) 1/2' x 1 1/4' A307 TH.—HD. BOLT (096636) A307 TH.-HD. BOLT (096636) AND AND 1/2' HEX NUT (095032) 2 EAVE STRUT �v�OP TO CLIP W EAVE --- STRUT OQO 40, CLIP �O (OP75926) 7/8' C } W 04F J a J - Iti'rA BEAM I HIP �y'ro BEAM I NOTEi ,{SW NOTE, FIELD NOTCH B❑TT❑M FLANGE ❑F FIELD CUT T❑P FLANGE ❑F FIELD NOTCH BOTTOM FLANGE OF EAVE STRUTS TO CLEAR CLIP EAVE STRUTS TO OVERLAP EAVE STRUTS TO CLEAR CLIP AS REQUIRED TO FIT C 8 PLCS) ( 2 PLCS) DETAIL RS24 CORNER EAVE STRUT CONNECTI❑N DETAIL RS25 CORNER EAVE STRUT C❑NNECTI❑N FOR HIP CONDITION FOR HIP CONDI(TI)ON/ ' HOLES NOTE: USETHIN IBOLTX(096536) FLANGE ARE COVEREDBY USED RUN STRUT BLDG �� (95032)" HEX. NUT PURLIN ROOF BEAM DETAIL RS31 ROOF 8 i `CUP (OHT9171) USE (6) 1/2r X 1 1/2" HEX LT (095195) AND 1/2 HEX. NUT (095032) PURLIN CONNECTION TO JACK BEAM . wo..vu.r niu 1/2" HEX. NUT (09 32) DOE; Bao Na m DETAIL RS36 I PURLIN TO BEAM CONNECTION CLIP (543054) EX'r. EAVE STRUT d "(4) SCRUBOLTS (097196) RAKE CHANNEL FIELD CUT TO LENGTH AS REQUIRED FOR FIT -UP �. ro. call DETAIL RS32 I RAKE CHANNEL TO EAVE STRUTS USE (6) 1/2" X 1 1/2" HEX. LT (095195) AND PURLIN 1/2" HEX. NUT (095032) NOTES EAVE STRUT 1. FIELD NOTCH PURUN TO FIT 2. FIELD LOCATE 9/16"0 HOLES AS REQUIRED TO FIT. V. one Im. Na m DETAIL RS 37 PURLIN AND EAVE INTERSECTION $EW 2 i �Q EAVE STRUT S JP��00�,0 CLIP CHT9130) 3 O • p0 AVE STRUT CLIP (OP75928) /I— VALLEY BEAM !!F I FIELD NOTCH BOTTOM FLANGE OF EAVE STRUTS TO CLEAR CLIP 3 PLCS) USE (4) 1/2' x 1 1/2' HEX. BOLT (095195) & 1/2' NUT (095032) USE (4) 1/2' x 1 1/4' A307 TH.—HD, BOLT (096636) AND 1/2' HEX NUT (095032) @ EAVE STRUT TO CLIP DETAIL RS21 11 CORNER EAVE STRUT CONNECTI❑N FOR VALLEY CONDITION i— PURUN USE (4) 1/2 HEX. LT (I 1/2" HEX. N am DETAIL RS28 CEE ROOF BEAM USE (4) 1/2' x 1 1/2' $EW HEX, BOLT (095195) & 1/2' NUT (095032) I EAVE STRUT USE (2) 1/2' x 1 1/4' A307 TR—HD. BOLT (096636) CLIP AND 1/2' HEX NUT (095032) CHT9130) 3 2 EAVE STRUT TO CLIP N CLIP COP75928) let 9 VALLEY BEAM !!cam NOTFi FIELD NOTCH BOTTOM FLANGE OF EAVE STRUT TO CLEAR CLIP C i PLCS) DETAIL RS22 CORNER EAVE STRUT C❑NNECTI❑N FOR VALLEY CONDITION HIS—Sl (097281 AND 5/8" HEAVY HEX. NUT (095233) USE (4) 1/2' x 1 1/2' $EW HEX, BOLT (095195) & 1/2' NUT (095032) EAVE STRUT USE (2) 1/2' x 1 1/4' A307 TH.—HD, BOLT (096636) CLIP AND 1/2' HEX NUT (095032) (HT9130) 3 2 EAVE STRUT TO CLIP CLIP (OP78960) L VALLEY BEAM 9! L FIELD NOTCH BOTTOM FLANGE OF EAVE STRUT TO CLEAR CLIP 2 PLCS) DETAIL RS23 CORNER EAVE STRUT CONNECTION FOR VALL((EY CONDITION USEHII—. NGTH"BOLT ( 97280) AND 1/2" HEAVY HEX. NUT (095230) ENDWALL ROOF FLANGE BRACE 114' (REFER TO —02 BEAM FIELD LOCATE 9/16"0 HOLES IN EAVE STRUT USING CUP DWGS FOR SIZE) 1 PLCS) S TT❑N — 1 DETAIL RS20 VALLEY BEAM PURLIN C❑NNECTI❑N USE (2) 1/2' x 1 1/2' AS TEMPLATE. HEX. BOLT (095195) & DETAIL RS30 EAVE STRUT TO EAVE STRUT INSIDE CORNER 1/2' NUT (095032) 2 USE 2 1/2" X 1 )1/2" /2HEX." HEX. NUT (095032) JQ BY BUTLER THE BUTLER ENGINEER'S OS USE (2) 1/2' x 1 1/4' Q�117 A307 TH.-HD. BOLT (096636) AND APPROVAL OF BUTLER BUILDINGS. REV DATE BY DESCR PnoN BOLDER NORTH VALLEY BUILDING SYSTEMS 1/2' HEX NUT (095032) 13 EAVE STRUT OOP TO CLIP W EAVE --- STRUT IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS 01 1110311D JDS REORGANIZED DETAILS LOCATION RICHVPLE, CA DRAWING, DETAILS REFERENCED N THIS DRAWING, APPLICABLE BUTLER OQ � ?�'� ♦ CLIP (OP77590) Iti'rA BEAM I HIP �y'ro BEAM I NOTEi ,{SW NOTE, FIELD NOTCH B❑TT❑M FLANGE ❑F FIELD CUT T❑P FLANGE ❑F FIELD NOTCH BOTTOM FLANGE OF EAVE STRUTS TO CLEAR CLIP EAVE STRUTS TO OVERLAP EAVE STRUTS TO CLEAR CLIP AS REQUIRED TO FIT C 8 PLCS) ( 2 PLCS) DETAIL RS24 CORNER EAVE STRUT CONNECTI❑N DETAIL RS25 CORNER EAVE STRUT C❑NNECTI❑N FOR HIP CONDITION FOR HIP CONDI(TI)ON/ ' HOLES NOTE: USETHIN IBOLTX(096536) FLANGE ARE COVEREDBY USED RUN STRUT BLDG �� (95032)" HEX. NUT PURLIN ROOF BEAM DETAIL RS31 ROOF 8 i `CUP (OHT9171) USE (6) 1/2r X 1 1/2" HEX LT (095195) AND 1/2 HEX. NUT (095032) PURLIN CONNECTION TO JACK BEAM . wo..vu.r niu 1/2" HEX. NUT (09 32) DOE; Bao Na m DETAIL RS36 I PURLIN TO BEAM CONNECTION CLIP (543054) EX'r. EAVE STRUT d "(4) SCRUBOLTS (097196) RAKE CHANNEL FIELD CUT TO LENGTH AS REQUIRED FOR FIT -UP �. ro. call DETAIL RS32 I RAKE CHANNEL TO EAVE STRUTS USE (6) 1/2" X 1 1/2" HEX. LT (095195) AND PURLIN 1/2" HEX. NUT (095032) NOTES EAVE STRUT 1. FIELD NOTCH PURUN TO FIT 2. FIELD LOCATE 9/16"0 HOLES AS REQUIRED TO FIT. V. one Im. Na m DETAIL RS 37 PURLIN AND EAVE INTERSECTION $EW 2 i �Q EAVE STRUT S JP��00�,0 CLIP CHT9130) 3 O • p0 AVE STRUT CLIP (OP75928) /I— VALLEY BEAM !!F I FIELD NOTCH BOTTOM FLANGE OF EAVE STRUTS TO CLEAR CLIP 3 PLCS) USE (4) 1/2' x 1 1/2' HEX. BOLT (095195) & 1/2' NUT (095032) USE (4) 1/2' x 1 1/4' A307 TH.—HD, BOLT (096636) AND 1/2' HEX NUT (095032) @ EAVE STRUT TO CLIP DETAIL RS21 11 CORNER EAVE STRUT CONNECTI❑N FOR VALLEY CONDITION i— PURUN USE (4) 1/2 HEX. LT (I 1/2" HEX. N am DETAIL RS28 CEE ROOF BEAM USE (4) 1/2' x 1 1/2' $EW HEX, BOLT (095195) & 1/2' NUT (095032) I EAVE STRUT USE (2) 1/2' x 1 1/4' A307 TR—HD. BOLT (096636) CLIP AND 1/2' HEX NUT (095032) CHT9130) 3 2 EAVE STRUT TO CLIP N CLIP COP75928) let 9 VALLEY BEAM !!cam NOTFi FIELD NOTCH BOTTOM FLANGE OF EAVE STRUT TO CLEAR CLIP C i PLCS) DETAIL RS22 CORNER EAVE STRUT C❑NNECTI❑N FOR VALLEY CONDITION HIS—Sl (097281 AND 5/8" HEAVY HEX. NUT (095233) USE (4) 1/2' x 1 1/2' $EW HEX, BOLT (095195) & 1/2' NUT (095032) EAVE STRUT USE (2) 1/2' x 1 1/4' A307 TH.—HD, BOLT (096636) CLIP AND 1/2' HEX NUT (095032) (HT9130) 3 2 EAVE STRUT TO CLIP CLIP (OP78960) L VALLEY BEAM 9! L FIELD NOTCH BOTTOM FLANGE OF EAVE STRUT TO CLEAR CLIP 2 PLCS) DETAIL RS23 CORNER EAVE STRUT CONNECTION FOR VALL((EY CONDITION USEHII—. NGTH"BOLT ( 97280) AND 1/2" HEAVY HEX. NUT (095230) ENDWALL ROOF �� ROOF 114' " X 1 1/4" BEAM )95085) AND BEAM FIELD LOCATE 9/16"0 HOLES IN EAVE STRUT USING CUP FIELD LOCATE 9 /16"0 HOLES LIT (09 32) AS TEMPLATE IN EAVE STRUT USING CLIP W. am DETAIL RS29 EAVE STRUT TO EAVE STRUT INSIDE CORNER AS TEMPLATE. PURLIN TO PURLIN INSIDE CORNER DETAIL RS30 EAVE STRUT TO EAVE STRUT INSIDE CORNER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED () USE HEX. BOLT /(095195)1 /AND \ 1/2" HEX. NUT (095032) USE 2 1/2" X 1 )1/2" /2HEX." HEX. NUT (095032) STUB POST DETAIL RS33 I CEE GIRT TO STUB POST CONNECTION USE (6) 1/2" X 1 1/2" HEX. LT (095195) AND 1/2" HEX. NUT (095032) ene. n. STRUT CEE GIRT - ROOF BEAM CEE GIRT STUB POST ROOF PURUN CLIP (HT9133) HAY" �EN HHBO NUT (095230)A D I m,. «a9 DETAIL RS34 CEE GIRTS TO STUB POST CONNECTION DETAIL RS35 I SINGLE PURLIN TO ROOF BEAM CONNECTION FAVF (TRI IT I FNIam 'Ar 114' SCRAP TOP OF EAVE iv STRUT N —_______________ a � � 11/16" DIA HOLES THIS FLANGE NOTES NOTES: L2. ELD NOTCH PURLIN TO FIT 1. FIELD CUT AND ADD 9/16" DIA. HOLES AS SHOWN. ELD LOCATE 9/16"0 HOLES AS REQUIRED TO FIT. 2. SEE FIELD WORK SCHEDULE FOR DIMENSIONS. � Nam lEv. DOeAIL RS38 PURLIN AND EAVE INTERSECTION DETAIL X116X FIELD WORK EAVE STRUT rr-HMIT # BUT[[TEE COU/NTY DEVELOPMENT SERVICES CODL- COMPLIANCE DATE By a RELEASE FOR FINAL CWE I� THE BUTLER ENGINEER'S SEAL APPLIES • THIS DRAWING, INCLUDING THE INFORMATION HEREON, $ ONLY TO THE WORK PRODUCT OF BUTLER REMAINS THE PROPERTY OF BUTLER BUILDINGS. Butler Buildings I L AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING - DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 1540 Genesm St. Kansas City, MO 64102 ROOF FRAMING DETAIL � S Y BY BUTLER THE BUTLER ENGINEER'S SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY APPROVAL OF BUTLER BUILDINGS. REV DATE BY DESCR PnoN BOLDER NORTH VALLEY BUILDING SYSTEMS H OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY 00 10/11/70 JDS RELEASE FOR FINAL CONSTRUCTION CUSTOMER LUNDBERGFAMILYFARMS RESPONSIBLE FOR ACCURATE, 0000 QUALITY WORWANSHIP Z r' ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS 01 1110311D JDS REORGANIZED DETAILS LOCATION RICHVPLE, CA DRAWING, DETAILS REFERENCED N THIS DRAWING, APPLICABLE BUTLER AND INDUSTRY STANDARDS PERALL TAINING TO PROPER PROJECT ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. IIDFR'S POk "' 174113 DATE 11/03/10 DRAV*UM CK JDS AGL PAGE 04F lyAl/211111114il:llj111 "A" TOP OF�� I (SCRAP N ■ 11/16" DIA HOLES THIS FLANGE PURI IN I FNT;TH PURLIN LENGTH "B" "A• 1 1/4" URLIN PURLIN SUPPLY 26 T❑T. PURLIN GABLE GABLE ANGLE GABLE -q\,,TANGLE 520007 TYP, ANGLE (FIELD CUT TO LENGTH, SPLICE OVER PURLIN TEK/3 AS SHOWN) 4-14x1 CS) TEK/3 VIEW (2) TEK/3 17356) 1/4-14x1 1/4-14x1 (097356) VIEW 12' 12' (097356) VIEW ITION CONT, CONDITION SPLICE CONDITION PLCS) C 90 PLCS) I—o--i ( 14 PLCS) NOTCH LEG ABLE AT N (TYP,) NOTCH LEG 1BLE : AT N (TYP.) NOTES: NOTES: NOTES:PPURLIN-7%0000'01VA� PURLIN 1. FIELD CUT AND ADD 9/16" DIA. HOLES AS SHOWN. 1. FIELD CUT GIRT AND LOCATE 9/16" DIA. HOLES AS SHOWN. 1. FIELD CUT GIRT AND LOCATE 9/16" DIA. HOLES AS SHOWN. -4�LLEY ROOF 4J HIP ROOF 2. SEE FIELD WORK SCHEDULE FOR DIMENSIONS. BEAM BEAM lid. HNIFi IIEY. N0. IItY HYOD Id. M0. Id. D9L IEV. Iq. DETAIL X1 16Y FIELD WORK EAVE STRUT DETAIL X18OX FIELD WORK FOR 9-1/2" Z PURLINS DETAIL X180Y FIELD WORK FOR 9-1/2" Z PURLINS SECTION C -GABLE ANGLE INSTALL, AT VALLEY (TYP.) SECTI❑N D -GABLE ANGLE INSTALL, AT HIP (TYP.) NOTEi FIELD NOTCH EAVE ANGLE AROUND SW CHANNEL PURLIN BRACE AS REQUIRED, ANGLE 1134) I SECTI❑N E — EAVE ANGLE INSTALLATI❑N I r'EHMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY RELEASE FOR FINAL CONSTff BUTLER ENGINEEF;SSEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER PURLIN—\ SCRAP A Butler Buildings vTHE 1540 Genessee St. Kansas City, MO 64102 ROOF FRAMING DETAILS REV DATE BY DESCRIPTION BUILDER NORTH VALLEY BUILDING SYSTEMS 00 10111110 JDS RELEASE FOR FINAL CONSTRUCTION TOMER LUNDBERG FAMILY FARMS JOB M 1741 13 PURLIN LENGTH "B" "A• 1 1/4" URLIN PURLIN SUPPLY 26 T❑T. PURLIN GABLE GABLE ANGLE GABLE -q\,,TANGLE 520007 TYP, ANGLE (FIELD CUT TO LENGTH, SPLICE OVER PURLIN TEK/3 AS SHOWN) 4-14x1 CS) TEK/3 VIEW (2) TEK/3 17356) 1/4-14x1 1/4-14x1 (097356) VIEW 12' 12' (097356) VIEW ITION CONT, CONDITION SPLICE CONDITION PLCS) C 90 PLCS) I—o--i ( 14 PLCS) NOTCH LEG ABLE AT N (TYP,) NOTCH LEG 1BLE : AT N (TYP.) NOTES: NOTES: NOTES:PPURLIN-7%0000'01VA� PURLIN 1. FIELD CUT AND ADD 9/16" DIA. HOLES AS SHOWN. 1. FIELD CUT GIRT AND LOCATE 9/16" DIA. HOLES AS SHOWN. 1. FIELD CUT GIRT AND LOCATE 9/16" DIA. HOLES AS SHOWN. -4�LLEY ROOF 4J HIP ROOF 2. SEE FIELD WORK SCHEDULE FOR DIMENSIONS. BEAM BEAM lid. HNIFi IIEY. N0. IItY HYOD Id. M0. Id. D9L IEV. Iq. DETAIL X1 16Y FIELD WORK EAVE STRUT DETAIL X18OX FIELD WORK FOR 9-1/2" Z PURLINS DETAIL X180Y FIELD WORK FOR 9-1/2" Z PURLINS SECTION C -GABLE ANGLE INSTALL, AT VALLEY (TYP.) SECTI❑N D -GABLE ANGLE INSTALL, AT HIP (TYP.) NOTEi FIELD NOTCH EAVE ANGLE AROUND SW CHANNEL PURLIN BRACE AS REQUIRED, ANGLE 1134) I SECTI❑N E — EAVE ANGLE INSTALLATI❑N I r'EHMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY RELEASE FOR FINAL CONSTff BUTLER ENGINEEF;SSEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFBUTERBUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BORER BUILDINGS. Butler Buildings vTHE 1540 Genessee St. Kansas City, MO 64102 ROOF FRAMING DETAILS REV DATE BY DESCRIPTION BUILDER NORTH VALLEY BUILDING SYSTEMS 00 10111110 JDS RELEASE FOR FINAL CONSTRUCTION TOMER LUNDBERG FAMILY FARMS JOB M 1741 13 THE GENERAL CONTRACTOR ANDOOR ERECTOR IS SOLELY RESPONSIBLE FORACCURATE,I 0000 QUALITY W WITH THIS IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPUCABLEBUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER DATE 11/03/10 01 11/0y10 JOS REORGANIZED DETAILS LOCATION RICHVALE, CA I�✓�LEQ ABUe8mpe6belCaryeny D JDS AGL PROJECT BUILDERS POS PAGE 04G :CDON,INCLUDINGTHECORRECTUSEOFTEMPORARY BRACING. w r N CD 0 O s 8 d 0 U JW S a z ti ME STRUT OUBLE 8" C-GIRTS GIRT CLIP LEG DOWN U.N.O.ON DETAILS LIJ LU OUTSIDE FACE OF GIRT I— AT STRUCTURAL LINE A -A N WSO4 X0051 1 WSC1008 w.qrl nnR FLOOR LINE > LL LU ED ¢ 12'-0 22'-0 cr � r BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL H 20 0097284 3/4 x 2-1/2 HI STIR. 0095235 OCA" RICHVALE, CA v WS02 PBM1288 7wscl 001 - /_ WSC1001 H 7-,. -I o PCL1146 1 a CD U 21-4 2'-A 20'-0 20'-0 124'-6 PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM 1288 1 OP76066 PORTAL BEAM 18'- 9 1/4" OCA" RICHVALE, CA v PCL1144 1 OP76068 COLUMN 11' - 11 1/2" 'QCT LUNDBERG FAMILY FARMS PCL1146 2 OP76068 PORTAL COL. 10' - 1 7/8" WSC1001 6 0702271 - 229 - 2 8" C -GIRT .096 19' - 1 1/4" WSC1008 2 0702272 - 245 - 2 8" C-GIRTA 13 20' - 5 1/4" SEE WSO4 W SC 1012 2 0702271 - 119 - 2 8" C -GIRT .096 9'- 11 1/4" W SC 1019 2 0702272 - 325 - 2 8" C -G I RT .113 27' - 1 1/4" WSC1020 4 0702271 - 257 - 2 8" C-GIFIT .096 21' - 5 1/4" SEE WSO4 A WS03 WS01 WS01 WS05 WSC1001 , WSC1001 ,__WSC1012__ WSC1001 WSC1001 WSC1012 :A] TYP. H U.N.O.1 PCL1144 `-� PCL1146 20'-0 LU 20'-0 10'-6 w cc: 4� ( 5 ) (6) U9 ELEVATION ON GRID M 5r WSO4 REF. X005 WS01 WS01 rWSC1020 WSC1019 WSC1020_ WSC1020 WS131019 WSC1020 N T r - FLOOR LINE - — - - - - - LU _ J ED Q H 1 ELEVATION ON GRID 2 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BYBUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE CR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROV IUED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PER7AINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY N T T w J w M LL LL NOTE: 1. T.O.B. = TOP OF BEAM 2. U.N.O. = UNLESS NOTED OTHERWISE 3. A.F.F. = ABOVE FINISH FLOOR 4. FIN. FLR. = FINISH FLOOR 5. TYP. = TYPICAL ,Tt RMIT #_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DATECODE COMPLIANCE 12 CIP g ------ cp Q i c fiBS'® 41 dD 15 I - In+' KEY PLAN RELEASE FOR FINAL Butler Buildings WALL SECONDARY 1540 Genessee St. Kansas City, MO 64102 ;ATION BY DESCRIPTION HUD[R NORTH VALLEY BUILDING S4. 1 l Afl 174113 DATE <Ego:p11103/2010 11/03/10 LCT ADDED FIELD WORK DETAIL <;LNTOMER 1/ V DAIS OCA" RICHVALE, CA v Aawas oc. »,Icomv. y UIWWNUIL(]( LCT AGL 'QCT LUNDBERG FAMILY FARMS LiUILDERS PO# PAIL OS FIELD WORK SCHEDULE 0 DETAIL FIELD WORK DIMENSIONS 1 X001 A = 79 1/2" 1 B = 16" 20 N r w "- LL. w F— w c� C BOLTED CONNECTION SCHEDULE 0 QTY I BOLT NO. DESCRIPTION NUT NO. DETAIL H 20 r 0097284 3/4 x 2-1/2 H I STIR. 0095235 FORMANCE REQUIREMENTS SPECIFIED WS06 WS01 /EE rFw_S_o_11 WS02 PBM1288 WSC1001 :::Wsclool WSC1001 _:::�:WSC1001 W6C1O01 wSclool WSC1001 WSC1001 gw orb T FLOOR PCL1146 Q r - _ - - - _ LINE 1 w - m U- I I I 2'-43/8 214318 20'-0 20'-0 20'-0 20'-0 20'-0 154'-0 :13D 10 7 6 5 ELEVATION ON GRID T WS07WS02PBM1288 WS03 WS08 WSC1027 WSC1001 SC1026 WSC1027 WSC1001 WSC1026� = U H Ed H w b 2 -V FLOOR PCL1146 E, Q ~ PCL1146 LINE 1 w 11-0 2'-4318 2'-43/8 12'-0 23'-0 20'-0 1 20'-0 T-6 82'-6 f f U CU (--w ELEVATION ON GRID 13 U ) ( T REF. N T T r� LU J LU F_ fr M LL w LL w F- Y' LL 1 u_ Q _ 17 4 PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM 1288 2 OP76066 PORTAL BEAM 18'- 9 1/4" FORMANCE REQUIREMENTS SPECIFIED PCL1146 4 OP76068 PORTAL COL. 10'_ 1 7/8" W SC 1001 12 1 0702271 - 229 - 2 8" C -G IRT .096 19'- 1 1/4" WSC1008 2 0702272 - 245 - 2 8" C -GIRT A 13 20'- 51/4" W SC 1026 2 0702271 - 095 - 4 8" C -GIRT .096 7- 11 1/2" 1 WSC1027 2 0702272-253-2 8" C -GIRT .113 21'- 1 1/4" r / IOGAT)UN RICHVALE, CA 1 W SC 1028 4 0702271 - 223 - 2 18" C -GIRT .096 18' - 71/4" REOUIREMENTSSPECIFIEDBYBUTLER. WS03 WS01 WSC1001 WSC1008 WSC1001 WSC1008 H PCL1146 I 20'-0 22'-0 WS09 SIM. WSC1028 WSC1028 FLOOR - Z LINE 20'-0 0 WS10 WSC1028 WSC1028 20'-0 ELEVATION ON GRID Y 1 REF. I w LL 12'-0 „ Q c� 2) 1 r LriMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY 1z 18 T 23 WS09 L.� I w �- w Q 15 F - °C KEY PLAN 13 F. RELEASE FOR FINAL CONPTy THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF THIS DRAWING, INCLUDINGTHE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. Butler Buildings / , BUTLER AND DESIGN AND PER- IT IS PROVIDED SOLELY FOR ERECTINGTHEBUILDING DESCRIBED IN HEAPPLICABLE 1540 Genessee St. Kansas City, MO 64102 WALL SECONDARY EL T N FORMANCE REQUIREMENTS SPECIFIED PURCHASE ORDER AND , BY BUTLER. THE BUTLER ENGINEER'S SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DA IF BY uESCRIPHON BUCDLR NORTH VALLEY BUILDING SYS. INC.I A AW SEAL DOES NOT APPLY TO THE APPROVAL OF BUTLER BUILDINGS. PERFORMANCE OR DESIGN OF ANY 174113 THE GENERALCONTRACTOR AND'OR ERECTOR ISSOLELY 1 11/03/10 LCT ADDED FIELD WORK DETAIL aJSTOMLR OTHER PRODUCT OR COMPONENT unlL 11/03/2010 FURNISHED BY BUTLER EXCEPT TO RESPONSIBLEFORACCURATE,GOODDUALITYWORKMANSHIP r / IOGAT)UN RICHVALE, CA 1 ANY DESIGN OR PERFORMANCE IN ERECTING TFI IS BUILDING IN CONFORMANCE WITH THIS REOUIREMENTSSPECIFIEDBYBUTLER. DRAWING, DETAILS REFERENCED IN THIS oRAW9NG, ALL APPLICABLE BUTLER ERECTIONGUIDFS. nsi°°�`°`°'°""°m°'°r ''Fx' OT DIBCWN'CAILCl AND INDUSTRY STANDARDS PERTAINING TO PROPER LUNDBERGFAMILYFARMS `� V LCT AGL ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY Iii AIDERS rOrc - Pn ,L OSA BRACING e FIELD WORK SCHEDULE A DETAIL 1 FIELD WORK DIMENSIONS 1 X001 A = 79 1/2" 1 B = 16" H WS06 WS08 WS02 SIM. PBM1288 WSC1026 WSC1001 WSC1026 WSC1001 F- c� r m PCL1146 H _ o T_ T FLOOR °' a LINE 1 _ c.0 U w 2'-43/8 2'-43/8 w Q T-6 20'-0 20'-0 82'-6 (D T Uct) X BOLTED CONNECTION SCHEDULE 0 QTY BOLT NO. DESCRIPTION NUT NO. DETAIL H 20 0097284 3/4 x 2-1/2 H I STIR. 0095235 PCL1146 J 20 0097288 1 x 3-1/2 HI STR. 0095238 WSC1001 WS03 WSC1027 WSC1027 PCL1146 - 23'-0 ELEVATION ON GRID 17 PHASE 1 ELEVATION ON GRID 22 PHASE 2 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE CR DESIGN OF ANY OTHER PRODUCT CR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. WS11 12'-0 Fy WSC1001 WSC1001 L PART SCHEDULE PHASE 1 (174113) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM 1288 1 OP76066 PORTAL BEAM 18'- 91/4" PCL1146 2 OP76068 PORTAL COL. 10'- 1 7/8" WSC1001 4 0702271 - 229 - 2 8" C -GIRT .096 19'- 1 1/4" WSC1026 2 0702271 - 095 - 4 8" C -GIRT .096 7- 11112" 1 WSC1027 2 0702272 - 253 - 2 8" C -GIRT .113 21'- 11/4" �iWjM—��W�qW W M�������i�������i��� PART SCHEDULE PHASE 2 (177633) ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM 1176 1 OP77616 PORTAL BEAM 17- 10 3/4" PBM 1231 1 OP77792 PORTAL BEAM 18' - 3 1/4" PBM 1286 1 OP77598 PORTAL BEAM 17- 9 1/4" PCL1117 2 OP77662 PORTAL COL. 15'- 7 7/8" E E Fa FINAL CONST. I ,:I PCL1140 2 OP77794 PORTAL COL. 15'- 7 7/8" PCL1146 2 OP76068 PORTAL COL. 10' - 1 7/8" I"CATION RICHVALE, CA WSC1001 2 0702271 - 229 - 2 8" C -GIRT .096 19'- 1 1/4" DULDERS POu WSC1002 2 0702272 - 265 - 2 8" C -G IRT .113 22'- 1 1/4" WSC1004 2 0702271 - 157 - 2 8" C -GIRT .096 13'- 1 1/4" TI /1� REF. PBM1286 2 WN J LL _ H �� w Lu Q �� M_ LL o~c PCL1146 Q Z U THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND'OR ERECTOR IS SOLELY RESPONSIRI.F FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAW ING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING WSC1004 WSC1004 > LL LU ,i w Q M w LL i Lu I 1'-0 Y Y Y Y Y PHASE 2 PHASE 1 1 WS06 REF. WSC1001 WSC100117 PCL1146 T FLOOR - 1 LINE - 20'-0 40'-0 21.9 ck 17 PERMIT # ELEVATION O N GRID T BUTTE COUNTY DEVELOPMENT SERVICES Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DA IF BV UESCHIPTUN 11/03/10 ILCT I UPDATED PART SCHEDULE 12 18 CODE COMi PLIAN IANCE INF ATE BY C:p ' Lc]p .VOASsio" U 15 , ",y j KEY PLAN E E Fa FINAL CONST. I ,:I WALL SECONDARY ELFI A�ZN ❑ULorn NORTH VALLEY BUILDING SYS. INC. �I n 174113 CU5T00.1ER If UA I I 11/03/2010 I"CATION RICHVALE, CA A3mxacove cnaiCwnGaoy UHAW N(:I ILOK LCT AGL ''SCI LUNDBERG FAMILY FARMS DULDERS POu PACL OJB w J LU rr FIELD WORK SCHEDULE O DETAIL FIELD WORK DIMENSIONS 2 X002 A = 36 1/4" B = 23" C = 36 1/4" 3 X002 A = 41 1/8" B = 13 1/4" C = 41 1/8" 4 X001 A = 74 1/4" B = 21 1/4" BOLTED CONNECTION SCHEDULE O QTY BOLT NO. DESCRIPTION NUT NO. DETAIL H 20 0097284 3/4 x 2-1/2 HI STIR. 0095235 WSC1022 i9w7sc10211 FIELD CUT (2) FROM 1 GIRT E-61 WS01 WS14 WSC1001 I WSC1021 WSC1001 FLOOR �N _ -LINE - - -' 16 17'-0 19 42'-0 20'-0 VV6U1U15 > 11 L17 15'-6 w Q c� m PART SCHEDULE PHASE 2 (177633) 1 ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM 1289 1 OP77806 PORTAL BEAM 18'- 0 5/16" PCL1143 1 OP77804 PORTAL COL. 10' - 1 11/16" PCL1145 1 OP77802 PORTAL COL. 10'- 1 11/16" W SC 1001 2 0702271 -229-2 8" C -G I RT .096 19'- 1 1/4" W SC 1004 2 0702271 -157-2 8" C -G I RT .096 13'- 1 1/4" WSC1014 4 0702271 -169-2 8" C -G I RT .096 14'- 1 1/4" W SC 1015 4 0702271 -167-2 8" C -GIRT .096 13' - 11 1/4" W SC 1016 4 0702271 -217-2 8" C -GIRT .096 18'- 1 1/4" WSC1017 2 0702271 -151 -2 8" C -GIRT .096 12'- 7 1/4" SEE DETAIL W SC 1018 2 0702271 -095-4 8" C -GIRT .096 7- 111/2" 4 W SC 1021 2 0702271 -185-2 8" C -GIRT .096 15.- 5 1/4" W SC 1022 1 0702271 -095-4 8" C -GIRT .096 7' - 11 1/2" 2 W SC 1023 1 0702271 -095-4 8" C -GIRT .096 7- 11142" 3 WSC1025 2 0702271 -137-2 8" C -GIRT .096 11'- 5 1/4" S01 WS01/_`�W� 01 WS15 WSC1023 FIELD CUT (2) FROM 1 WSC1014 _ WSC1016 SC1004 WSC1014 WSC1016 WSC1004 WS16 FLOOR - - LINE - 1' -0 J i. 14'-0 13 '4I111f 14'-3 T-_ 3'-9 14 ) ( 15.2 ) ( 16 2'-Q rctif'v11T # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 11 TAT CODE COMPLIANCE ELEVATION ON GRID B ELEVATION ON GRID E 12 18 1 1 — 6161T PBM1289 WS03 WSO4 REF. REF. X006 WS17 WS21 WS01 WS01 WS01 WSO4 REF. Q ' L(1�2P WSC1025 rm / X007 > rl _jWSC1025 �1/SC1018 WSC1017 WSC1016mmmm;r WSC1014 WSC1015�� WSC1018 WSC1017 WSC1016 WSC1014 WSC1015 H c m c�� w b '� = r PCL1143 r "' C? PCL1145 � w FLOOR T � FLOOR � Y INE C) _LINE _ - - - - - - f- - - - - - - - - - 1'-61/g 2'-43/g I w IL- w wL, li 7 -6 13'-6 191-0 15'-0 15'-6 7'-6 12'-0 13'-0 w ¢ w ¢ tis, ` Q , 32'-6 70'-6 F E C B M K.2CDCDCID E KEY PLAN 11 ELEVATION ON GRID 16 THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. ELEVATION ON GRID 9 THIS DRAWING, INCLUDING THE INFORMATION HEREON, RB,1AINSTHE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELYFOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND;OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BV 1 DESCRV III IN 11/03/10 LCT I ADDED FIELD WORK DETAIL RELEASE FOR FINAL C WALL SECONDARY EL NORTH VALLEY BUILDING SYS. INC. N RICHVALE, CA I LUNDBERG FAMILY FARMS s pcw w'I I� 174113 1 11 /03,'2010 ■ aew..«F, o: -a c„moa�r I LCT AGL FLOOR - - - - - - � LINE - - - - - - - - - - - - - - - - - - - - - — > LL j LL Lu L-1 ¢ 1'-0 19'-0 TYR 20'-0 20'-0 20'-0 20'-0 20'-0 20'-0 20'-C 20'-0 20'-0 w 200'-0 22 21.9 20 Ct 14 13 10 7 6 5 4 3 HERMIT #BUTTE %OUNTY DEVELOPMENT SERVICES VIE ELEVATION ON GRID R (UPPER LEVEL) ���j� � GE C®'`/1 PBM1286 CO[ E 8139 8122 BY DATE— REF. ATE REF. REF. cp 0 F. _.1 = 4 . ®��5 S2 p _.._.._..J L.. Q rp PCL1141 T ¢ PCL1141 '-� //1I w I �a lI � 2'-43/8 2'-4% I 19'_0 1'-0 o y{ 1 20'-0 2ob 0 21.9 22 KEY PLAN ELEVATION ON GRID N RELEASE FO I FINA 0 � ST. WS22 # WSC1030 WSC1030 WS23 * /T—VS-2-0 * JACK BEAM WSC1oo1 WSC1001 BOLTED CONNECTION SCHEDULE 0 QTY BOLT NO. DESCRIPTION NUT NO. DETAIL THE DRAWNc. NICLLONGTHG NFORMATICN HEREON REMANS,/EpROPER7VOR BUILERBNIDKJG3. Butler BUI�CiIDgSW/p/ y ELEVATION ON GRID P PART SCHEDULE PHASE 1 (174113) ID jQTYj PART NUMBER IDESCRIPTION1 LENGTH FIELDWORK 1 wS01 WS02 BUTLER PE E 16 0097284 3/4 x 2-1/2 HI STIR. 0095235 WSC1001 1 60 1 0702272 - 229 - 2 GIRT 19' - 1 1/4" WS01 WS18 WSC1001 _ WS01 — WSC1004 H 20 0097284 3/4 x 2-1/2 HI STR. 0095235 _ WS01 WS01 °D* WSC1001 WSC1016 SEE DET. X003 FOR FIELD WORK INSTALLATION WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 CD WSC10o1 WSC1001 WSC1016 WSC1001 PERFORMANCE OR DESIGN OF ANY PART SCHEDULE PHASE 2 (177633) WSC1004 WSC1o01 # SEE DET. X004 FOR FIELD WORK INSTALLATION ID QTY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1286 1 OP77598 BEAM 17'- 9 1/4" 134J: � WSC1001 FLOOR LINE— 1 PCL1141 2 OP77600 BEAM 15' - 6 112" WSC1001 6 0702271 - 229 - 2 GIRT 19'- 1 1/47 LU LL w a 20'-0 H � �RWECT LUNDBERG FAMILY FARMS — / — 20'-0 20'-0 60'-0 PART SCHEDULE PHASE 5 (185696) ID CITY PART NUMBER DESCRIPTION LENGTH FIELD WORK PBM1366 1 OP79290 BEAM 14' - 3 1/4" WSC1004 4 0702271 - 157 - 2 GIRT 13' - 1 1/4" WSC1016 4 0702272 - 217 - 2 GIRT 18' - 1 1 /4' WSC1024 2 0702271 - 160 - 4 GIRT 1 13' - 4 ld' WSC1030 2 0702271 - 204 - 2 GIRT 17'- 0 1/4" 13 14 1 ] 20 PCL1153 2 OP77614 BEAM 25'- 6 11h 6" FLOOR - - - - - - � LINE - - - - - - - - - - - - - - - - - - - - - — > LL j LL Lu L-1 ¢ 1'-0 19'-0 TYR 20'-0 20'-0 20'-0 20'-0 20'-0 20'-0 20'-C 20'-0 20'-0 w 200'-0 22 21.9 20 Ct 14 13 10 7 6 5 4 3 HERMIT #BUTTE %OUNTY DEVELOPMENT SERVICES VIE ELEVATION ON GRID R (UPPER LEVEL) ���j� � GE C®'`/1 PBM1286 CO[ E 8139 8122 BY DATE— REF. ATE REF. REF. cp 0 F. _.1 = 4 . ®��5 S2 p _.._.._..J L.. Q rp PCL1141 T ¢ PCL1141 '-� //1I w I �a lI � 2'-43/8 2'-4% I 19'_0 1'-0 o y{ 1 20'-0 2ob 0 21.9 22 KEY PLAN ELEVATION ON GRID N RELEASE FO I FINA 0 � ST. ELEVATION ON GRID 13 ELEVATION ON GRID H THE DRAWNc. NICLLONGTHG NFORMATICN HEREON REMANS,/EpROPER7VOR BUILERBNIDKJG3. Butler BUI�CiIDgSW/p/ ELEVATION ON GRID P (UPPER LEVEL) ONLYTO THE PRODUCTOF TSE BULLING PHASE 2 PHASE 1 1 wS01 WS02 BUTLER PE WS18 WSC1001 WS31 WSC1001 WS01 WSC1001 WS01 WSC1001 WS01 WSC1001 WS01 WS18 WSC1001 _ WS01 — WSC1004 _ _ WSC1001 PBM1366 _ WS01 WS01 WS01 WSC1001 WSC1016 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC10o1 WSC1001 WSC1016 WSC1001 PERFORMANCE OR DESIGN OF ANY WSC1001 WSC1004 WSC1o01 WSC1001 WSC1001 WSC1001 1VD3i2a1D WSC1001 134J: � WSC1001 WSC1001 _ RESPONSIBLE FOR ACCURATE, GOOD 0W FY WORKMANSHIP N ERECTNG THS BUT ENG N OCPFORMANCE WITH THIS WS01WS01 ANY DESIGN OR PERFORMANCE WS01WS01 O A3L"'CM�1-w10 �RWECT LUNDBERG FAMILY FARMS LCT WSO REQUIREMENTS SPECIFIED BYBUTLER. WS01 ALL APPLICARIERIm EREREGTKXJC41U�S, E E 19 _w so-, WS18Lo AND HDI ISTRV S iNJDAR)S PERTANNG TO PROPER ERE( TICK, NCLLNYJG TIE CORRECT USE OF TE MPORARV WS18 WSC1001 WSot WSC10o1 WSO1 WSC1001 WS01 WSC1001 WS01 WSC1001 WS01 WS18 WSC1001 `0 WSC1001 WSC1001 WSC1001 WSC1016 WSC10o1 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC100 1 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1004 WSC1001 - WSC1001 WSC1001 WSC1001 WSC1001 WSC1D01 WSC1001 - C WS" WSC1001 (2) WSC1024 WS18 * WS01 * * WS05 WS19 WS14ir-� = LET = RI of PCL1153 " 1 PCL1153FLOOR FLOOR L INE LINE _ _ _ - _ _ _ - - - - - - _ - - — I 2' 08 2'-43/8 U 20'-0 TYP. 20'-0 20'-0 20'-0 20'-0 20'-0 � ii w a 14'-0 20'-0 19' 0 LLJw a 120'-0 H- 53'-0 3 4 5 cb 7 10 13 N L K J H 1 FLOOR - - - - - - � LINE - - - - - - - - - - - - - - - - - - - - - — > LL j LL Lu L-1 ¢ 1'-0 19'-0 TYR 20'-0 20'-0 20'-0 20'-0 20'-0 20'-0 20'-C 20'-0 20'-0 w 200'-0 22 21.9 20 Ct 14 13 10 7 6 5 4 3 HERMIT #BUTTE %OUNTY DEVELOPMENT SERVICES VIE ELEVATION ON GRID R (UPPER LEVEL) ���j� � GE C®'`/1 PBM1286 CO[ E 8139 8122 BY DATE— REF. ATE REF. REF. cp 0 F. _.1 = 4 . ®��5 S2 p _.._.._..J L.. Q rp PCL1141 T ¢ PCL1141 '-� //1I w I �a lI � 2'-43/8 2'-4% I 19'_0 1'-0 o y{ 1 20'-0 2ob 0 21.9 22 KEY PLAN ELEVATION ON GRID N RELEASE FO I FINA 0 � ST. ELEVATION ON GRID 13 THE BUTLER ENGINEER'S SEAL APPLIES THE DRAWNc. NICLLONGTHG NFORMATICN HEREON REMANS,/EpROPER7VOR BUILERBNIDKJG3. Butler BUI�CiIDgSW/p/ ELEVATION ON GRID P (UPPER LEVEL) ONLYTO THE PRODUCTOF TSE BULLING PHASE 2 PHASE 1 BUTLER PE IsPILEDIN IC APPFORERECTING rUncII OND IN TIC APPD, 1 540 Gene55EB St. KdD5d5 City, MO 64102 WSo1 WS01 WS01 WS01 WS01 WS01 WS01 WS01 WS01 WS18 WSC1016 WSC1o01 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC10o1 WSC1001 WSC1016 WSC1001 PERFORMANCE OR DESIGN OF ANY WSC1001 1 11/03/10 LCT CHANGED GIRTELEV.ANDUPDATEDSCH.-USTOMER WSC1001 WSC1001 WSC1001 WSC1001 1VD3i2a1D WSC1001 134J: � WSC1001 WSC1001 _ RESPONSIBLE FOR ACCURATE, GOOD 0W FY WORKMANSHIP N ERECTNG THS BUT ENG N OCPFORMANCE WITH THIS WS01WS01 ANY DESIGN OR PERFORMANCE WS01WS01 O A3L"'CM�1-w10 �RWECT LUNDBERG FAMILY FARMS LCT WSO REQUIREMENTS SPECIFIED BYBUTLER. WS01 ALL APPLICARIERIm EREREGTKXJC41U�S, WS01 WSOt _w so-, WS18Lo AND HDI ISTRV S iNJDAR)S PERTANNG TO PROPER ERE( TICK, NCLLNYJG TIE CORRECT USE OF TE MPORARV WSC1016 WSC1001 PA.;E WSC10o1 WSC1001 RMf.INt; WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1016 WSC10o1 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 WSC1001 _ WSC1001 t FLOOR - - - - - - � LINE - - - - - - - - - - - - - - - - - - - - - — > LL j LL Lu L-1 ¢ 1'-0 19'-0 TYR 20'-0 20'-0 20'-0 20'-0 20'-0 20'-0 20'-C 20'-0 20'-0 w 200'-0 22 21.9 20 Ct 14 13 10 7 6 5 4 3 HERMIT #BUTTE %OUNTY DEVELOPMENT SERVICES VIE ELEVATION ON GRID R (UPPER LEVEL) ���j� � GE C®'`/1 PBM1286 CO[ E 8139 8122 BY DATE— REF. ATE REF. REF. cp 0 F. _.1 = 4 . ®��5 S2 p _.._.._..J L.. Q rp PCL1141 T ¢ PCL1141 '-� //1I w I �a lI � 2'-43/8 2'-4% I 19'_0 1'-0 o y{ 1 20'-0 2ob 0 21.9 22 KEY PLAN ELEVATION ON GRID N RELEASE FO I FINA 0 � ST. THE BUTLER ENGINEER'S SEAL APPLIES THE DRAWNc. NICLLONGTHG NFORMATICN HEREON REMANS,/EpROPER7VOR BUILERBNIDKJG3. Butler BUI�CiIDgSW/p/ ONLYTO THE PRODUCTOF TSE BULLING WALL SECONDARY ELEVATION BUTLER PE IsPILEDIN IC APPFORERECTING rUncII OND IN TIC APPD, 1 540 Gene55EB St. KdD5d5 City, MO 64102 REQUIREMENTS FORMANCE REQUIREMENTS SPECIFED S S I REIPIR S ALL "ED CRUISED sl wu nun BE MrOII Eo, REpnroLOEU CRUISED Fon PEV DATE Rv DESCRIRTICN IUI_DER NORTH VALLEYBUILDIN3, SYS. INC. �1 BYBUTLER. THE BUTLER ENGINEER'S ANY OTHER PURPOSE Wm OUT PRN P WRRTEN SEAL DOES NOTAPPLYTO THE APPROVAL OF BUTLER BUR DINGS 174113 PERFORMANCE OR DESIGN OF ANY 1 11/03/10 LCT CHANGED GIRTELEV.ANDUPDATEDSCH.-USTOMER 1;,,.�� OTHER PRODUCTOR COMPONENT TI-eO�rFRALcoNrancTORArrvioRer+ECTORssaEly 1VD3i2a1D �oCAT ION PoCFNALE, CA 134J: � FURNISHED BY BUTLER EXCEPTTO RESPONSIBLE FOR ACCURATE, GOOD 0W FY WORKMANSHIP N ERECTNG THS BUT ENG N OCPFORMANCE WITH THIS ANY DESIGN OR PERFORMANCE DRAWING, D(:TALS RLI ERENCED N THIS DRAWING, O A3L"'CM�1-w10 �RWECT LUNDBERG FAMILY FARMS LCT REQUIREMENTS SPECIFIED BYBUTLER. ALL APPLICARIERIm EREREGTKXJC41U�S, �� AND HDI ISTRV S iNJDAR)S PERTANNG TO PROPER ERE( TICK, NCLLNYJG TIE CORRECT USE OF TE MPORARV �_I I_DER'S PCm PA.;E RMf.INt; OSIS FLANGE LIP a RADIUS o THICKNESS C - SECTION DESIGN INFORMATION PART DEPTH FLANGE LIP HICKNESS RADIUS GEE GRT UP 8X.096 702271 8" 1 3 112' 1 3/8" 1 .096" CEE GRT UP 8X.113 702272 8" 1 3 1/2" 13/8" 1 .113" 9/32" TOP / OUTSIDE FLANGE a W TI3 THICKNESS a I1 BOTTOM / INSIDE FLANGE H - SECTION DESIGN INFORMATION PART DESCRIPTION TOP FLANGE = 10"X.625" PORTAL BOTTOM FLANGE = 10'X.625 - BEAM WEB THICKNESS = -375" PBM1176 PART DEPTH = 21" PORTAL TOP FLANGE = 10"X.500" BEAM BOTTOM FLANGE = 10"X.625" PBM1231 WEB THICKNESS = .375" PBM1286 PART DEPTH = 21" PORTAL TOP FLANGE= 10"X.500" BEAM BOTTOM FLANGE = 10" X .625" PBM1288 WEB THICKNESS = .375" PBM1289 PART DEPTH = 21" PORTAL TOP FLANGE = 10"X.625" COLUMN BOTTOM FLANGE = 10"X.625" PCL1117 WEB THICKNESS = .188" PCL1127 PART DEPTH = 18 1/4" PORTAL TOP FLANGE = 10"X.500" COLUMN BOTTOM FLANGE = 10'X.500" PCL1140 WEB THICKNESS = .188" PCL 1141 PCL1143 PART DEPTH = 181/4" PORTAL TOP FLANGE = 10"X.500" COLUMN BOTTOM FLANGE= 10"X.500" PCL1145 WEB THICKNESS = .188" PCL1146 PART DEPTH = 181/4" USE (6) 1/2" X 1 1/4 HEX BOLT (095085) & 1/2" HEX NUT (095032) I GIRT CLIP I (OHT9123) LEG DOWN ICZ) 1 e Ip _ pI DOUBLE -C GIRT 1 DOUBLE -C GIRT GIRT CLIP N 110 1 (OP79772) SEE WALL SECONDARY DWGS. FOR FIELD WORK DETAILS -I USE(4)3/4"X21/2 ' A325T HI -STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT (095235) I 1 1 ROOF BEAM -, COLUMN ROOF BEAM WS01 ROOF BEAM -GIRT CLIP (OHT9123) LEG DOWN —*0v_ DOUBLE -C GIRT ROOF BEAM USE (2) 112" X 1 1/4 HEX BOLT (095085) & 112" H EX N UT (095032) (TYP.) FIELD COPE INSIDE FLANGE OF BOTTOM C -GIRT TO CLEAR CLIP •/ I THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. GIRT CLIP (OP79774) WSO4 ROOF BEAM DOUBLE -C GIRT FIELD DRILL (2) 9/16" DIA. HOLES USE CLIP AS TEMPLATE (TYP.) BRACING CLIP (OP75932) REF. 1 ____--,USE (2) 112" X 1 1/4 HEX BOLT (095085) & 112" HEX NUT (095032) DOUBLE -C GIRT WS07 SEE 03 SERIES BRACING DETAIL DRAWINGS FOR BRACING CLIP PART NUMBER ROOF BEAM BRACING CLIP PORTAL BEAM BRACING CLIP• . • • • USE (2) 1/2" X 1 1/4 DOUBLE -C J HEX BOLT (095085) & GIRT 1 /2" HEX NUT (095032) WS02 SEE 03 SERIES BRACING DETAIL DRAWINGS FOR BRACING CLIP PART NUMBER BRACING CLIP PORTAL BEAM • = F o 1 USE (2) /2 X 1 1/4 HEX BOLT (095085) & 1/2" HEX NUT (095032) WS03 ROOF BEAM BRACING CLIP DOUBLE -C GIRT GIRT CLIP DOUBLE -C USE (4) 112" X 1 1/4 (OHT9124) GIRT HEX BOLT (095085) & LEG DOWN 112" HEX NUT (095032) �. FIELD DRILL (2) COLUMN 9/16 DIA. HOLES > USE CLIP S I FIELD COPE TEMPLATE GIRT CLIP INSIDE FLANGE OF (OHT9123) BOTTOM C -GIRT LEG DOWN TO CLEAR CLIP I ROOF BEAM J ROOF BEAM tC) I -fid--- I Io o I `- ROOF BEAM -- DOUBLE -C ' GIRT DOUBLE -C $' GIRT CLIP USE (8) 112" X 1 114 GIRT T (OHT9123) HEX BOLT (095085) & WS05 LEG DOWN WS06 112" HEX NUT (095032) USE (4) 3/4" X 2 112 A325T HI -STRENGTH BOLT (097284) & 3/4 PERMIT# ROOF BEAM HEAVY HEX. NUT BUTTE COUNTY DEVELOPMENT SERVII✓ES (095235) REVIEWED FOR 1 � 1 COBE COMPLIANCE GIRT CLIP GIRT CLIP DATE BY (OP75922) I (OP75924) , FESSy® DOUBLE -C DOUBLE -C GIRT _ GIRT Kdti,, USE (2) 1/2" X 1 1/4 USE (2) 112" X 1 1/4� . HEX BOLT (095085) & HEX BOLT (095085) & 112" HEX NUT (095032) 112" HEX NUT (095032) �I ROOF BEAM WS08 RELEASE FOR FINA CO THIS DRAWING, INCLUDING THE INFORMATION HEREON, p REMAINS THE PROPERTY OF BUTLER BUILDINGS. Butler Buildings IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 1540 GBTIESSBE! St. Kansas City, MO 64102 Wall Secondary Detail Sheet SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS_ HEV DATE BY DESCRPT"A °11-DCR NORTH VALLEY BUILDING SYS. INC. 174113 THE GENERAL CONTRACTOR ANWOR ERECTOR IS SOLELY 1 11/03/10 LCT REMSED DETAIL TO BE FIELD WORKED (1I STOMER RESPONSIBLE FOR ACCURATE, GOOD DUALITY WORKMANSHIP UnIL 11/03/2010 THIS IN ERECTING IS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ES, IOCA RN RICHVALE, CA I'Ii(11ECI LUNDBERG FAMILY FARMS LAOINNU LI K A BIueS����a ;ani �;,m pant' LCT AGL AND INDUSTRY STANDARDS PERTAINING TO PROPER INDUSABLEBU DARERECTI PERTAINING ERECTION, INCLUDING THE CORRECT USE OF TEMPORARYIHIJ DERS Pon I�AGL BRACING . OSE USE T I -S X 2 1/2 3/4" A325T HI -STRENGTH GIRT CLIP GIRT CLIPAl /-BOLT(097284) & 3/4 USE (4) 3/4" X 2 112 A325T HI -STRENGTH SEE 03 ES BRACING DETAIL DRAWINGS INGS SECTION C FOR GIRT CLIP ORIENTATION - COLUMN 3 BOLT (097284) & /4 HEAVY HEX. NUT 1 HEAVY HEX. NUT ROOF BEAM FIELD COPE C -GIRT I (095235) ROOF BEAM (095235) FLANGE AS REQUIRED T -CLIP T -CLIP GIRT CLIP GIRT CLIP TO FIT B _ B T -CLIP ( OP76888) BRACING CLIP ROOF BEAM (OP77606) (OP77608 ) - - —1: � �� r -,- -, (OP75936) REF. ♦ ♦ _ T -CLIP ( OP76888) ♦-# ♦-♦ o o USE (2) 1/2" X 1 1/4 USE (2) 1/2" X 1 1/4 I o HEX BOLT (095085) & ROOF BEAM USE 2) 1 " X 1 1/4 HEX BOLT (095085) & �� - - I L_ HEX BOLT (095085) & J 1/2" HEX NUT (095032) 1/2" HEX NUT (095032) L- - - j - -- - - GIRT CLIP - - - o o �- (OHT9136) I I GIRT CLIP /2 HEX NUT (095032) LEG UP (OHT9137) - -- - - 7 DOUBLE -C GIRT GIRT CLIP I -- LEG UP DOUBLE -C I DOUBLE -C DOUBLE -C GIRT + COLUMN DOUBLE -C GIRT DOUBLE -C GIRT GIRT C C GIRT ROOF BEAM 1/2" 1/4 (OHT9123) I` USE (2) X 1 LEG DOWN ROOF BEAM USE (4) 1 1 12" X 1 /4 HEX BOLT (095085) & 1/2 HEX NUT (095032) ROOF BEAM HEX BOLT (095085) & WS09 WS10 112" HEX NUT (095032) WS11 WS12 ' ROOF BEAM DOUBLE -C I GIRT COLUMN USE (4) 3/4" X 2 1/2 ROOF BEAM STIFFENER A325T HI -STRENGTH I BOLT (097284) & /4 GIRT CLIP USE 2 1/2" X 1 1/4 () GIRT CLIP HEAVY HEX. NUT (095235) (OHT9125) HEX BOLT (095085) & /2 HEX NUT (095032) � 1 1 USE (2) f2 X 1 /4 PORTAL COLUMN ( OP77606) LEG DOWN I HEX BOLT (095085) & COLUMN ` DOUBLE -C 1 112" HEX NUT (095032) - -— - o Nl� BACK-UP PLATE -�- I GIRT 1 '� 1 I USE (2) /2 X 1 /4 ( 0543374) I�.,T-CLIP X BOLT /2° ' I1 T -CLIP --�'�" o (OP79776) HEX NUT (09503) (OP77816) _ j I DOUBLE -C\ -FIELD DRILL (2) FIELD COPE C -GIRT FLANGE GIRT GIRT LE -C USE (4) 1/2" X 1 1/4 I USE (4) 3/4" X 2 112 9/16" DIA. HOLES AS REQUIRED TO FIT USE (2) 1/2" X 1 1/4 HEX BOLT (095085) & A325T HI -STRENGTH USE CLIP AS HEX BOLT (095085) & ROOF BEAM 1/2" HEX NUT (095032) BOLT (097284) & 3/4 DOUBLE -C TEMPLATE (TYP.) 112" HEX NUT (095032) HEAVY HEX. NUT GIRT 1 (095235) WS13 WS14 WS15 W, S16 USE (4) 1/2" X 1 1/4 HEX BOLT (095085) & PERMIT# ' FIELD LOCATE (2) 9/16" 1/2" HEX NUT (095032) BUTTE COUNTY DEVELOPMENT SERVICES r HOLES IN DOUBLE -C I COLUMN GIRTCLIP REVIEWED FOR GIRT CLIP 23/g 27/ USE CLIP AS TEMPLATE COLUMN T CODE COMPLIANCE OR BEAM LEG DOW N DATE BY LEG DOWN N GIRT CLIP (OHT9123) LEG DOWN o _ COLUMN C N I - -_ USE (4) 1/2" X 1 1/4 DOUBLE-C�'; i r. HEX BOLT (095085) & GIRT USE (4) 1/2" X 1 1/4 DOUBLE -C 112" HEX NUT (095032)���: HEX BOLT (095085) & DOUBLE GIRT _ C GIRT , h 112" HEX NUT (095032) W_ WS18 W 1 S 9 RELEASE FOR FINAL CO S I. THE ONLYTBUTLER HEWO KPRO PRODUCT OF ONLY TO THE WORK PRODUCT OF THIS DRAWING, INCLUDING THE INFORMATICN HEREON, REMAINITISPRSTHEPROPERNOFBUTLER ERECTINUTHEBS. DED SOLELY CJ Butler pUIIdII�gS 1540 Genessee St. Kansas City, MO 64102 Wall SecondaryDetail Shett�� BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S ICABLE PURCHASE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND DESCRIBED SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PUPROSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. . REV DATE ev DLSCHII'TtJ IM DER NORTH VALLEY BUILDING SYSINC. n 174113 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO 1 11/03/10 LCT REVISED DETAIL a STOMER THE GENERAL CONTRACTOR AND/ORERECTORIS SOLELY RESPONSIRLF FOR ACCURATE, GOOD QUALITY WORKMANSHIP DAZE 11/03/2010 IOCA7lrr✓ RICHVALE. CA DHA W NU ILU( LCT AGL ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. IN ERECTING TH IS BU ILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCEDINTHISDRAWING, AULAPPLICABLE BUTLERION AND INDUSTRY STANDARDS PERTAINING TO PROPER Aaw<s�oc9saalc�mv.�y I'wat(A LUNDBERG FAMILY FARMS of mDER'S Pon Pnct OSF ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. USE (4) 1/2" X 1 1/4 DOUBLE-C HEXHERO T (095085) ) ( GIRT FIELD DRILL (2) 1 2 /16 DIA. HOLES 14 USE (2) 1/2" X 1 1/4 USE CLIP AS GIRT CLIP GIRT CLIP GIRT CLIP GIRT CLIP COLUMN HEX BOLT (095085) & TEMPLATE i LEG (OHT9123) LEG DOWN (OHT9123) LEG DOWN (OHT9123) 1/2" HEX NUT (095032) COLUMN DOWN LEG DOWN fi f r � GIRT CLIP i USE (4) 3/4" X 2 112 I I + + C) _ _ _ __ _ p (OP79778) A325T HI-STRENGTH BOLT (097284) & 3/4 HEAVY HEX. NUT H _ * I d- I _11- d- L ' _� CRD ' J L- VALLEY i (095235) BEAM �f GIRT CLIP DOUBLE-C i 0 (OP77576) USE (4) 1/z" X 1 1/4 HEX BOLT (095085) & DOUBLE-C DOUBLE-C GIRT DOUBLE-C GIRT 1/2" HEX NUT (095032) GIRT GIRT USE (2) 112" X 1 1/4 DOUBLE-C USE (6) 1/2" X 1 1/4 HEX BOLT (095085) & GIRT HEX BOLT (095085) & WS20 1/2" HEX NUT (095032) WS21 WS22 1/2" HEX NUT (095032) WS23 GIRT LENGTH GIRT LENGTH "A„ „B„ ,.A„ „B„ „C,I J 13 1 7/811 FIELD LOCATE (2) SCRAP 7/8" 7/8" 0 w 4 9/16"0 HOLES FIELD LOCATE (4) 0 N _j J In Lu 9/16" 0 HOLES ------' _ - w 8'C-GIRT , 17'-6" ELEV. 8" C-GIRT Fn ao M M o 17'-6" ELEV.co _ HDOUBLE EADER "C"—/ THESE FLANGES GIRT- � SCRAP FIELD DRILL 2 O � � 9/16" FIED IA HOD DRILLLES NOTES: NOTES: 9 �� /16 DIA. HOLES 21/2 11/2 11/2 1. FIELD CUT DOUBLE C-GIRT AND LOCATE 9/16"0 1. FIELD CUT DOUBLE C-GIRT AND LOCATE 9/16"0 3 3 1 1 GIRT CLIP HOLES AS SHOWN. HOLES AS SHOWN. GIRT CLIP 2. SEE "FIELD WORK SCHEDULE" FOR DIMENSIONS. 2. SEE "FIELD WORK SCHEDULE" FOR DIMENSIONS. X001 X002 X003 X004 VALLEY �d 115/16 co 6p j BEAM VALLEY `_� PERMIT# BEAM N M N FIELD DRILL (4) BUTTE COUNTY DEVELOPMENT SERVICES FIELD DRILL (4) �� VALLEY 13/16" DIA. HOLES REVIEWED FOR 13/16" DIA. HOLES M BEAM USE CLIP AS CODE COMPLIANCE USE CLIP AS TEMPLATE DATE BY TEMPLATE 491 1 6 -�.F r 6 ar E Sr�;,�� p` 415/16 9 2 /16 3316 ,►�� lI FIELD DRILL (4) f 13/16" DIA. HOLES USE CLIP AS c�"' TEMPLATE /` �x1�10 COLUMN 1� X005 COLUMN X006 X007 COLUMN � RELEASE FOR FINAL C(J S,., THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF T"' "W ADL G Q ' ON REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING Butler Buildings 1540 Genessee St. Kansas City, MO 64102 �t Wall Secondary Detail Sheet BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOTBE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PU RPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. REv DA By OESGRPTIUN DURDCR NORTH VALLEY BUILDING SYS. INC. Yuki n 174113 SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT 1 11I03/lO LCT REVISED DETAILS, ADDED DETAILS COSTOMFR LOCATKxJ RCHVALE, CA unit 11 /03/2010 THE GENERAL CONTRACTOR AND,'OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP FURNISHED BY BUTLER EXCEPT TO ANY DESIGN SP PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. IN ERECTING THIS BUILDING INCONFORMANCE WITH THIS ALLAPPLICABLEl unERERECTIONGUIDCSAWINc, PROSECT LUNDBERG FAMILY FARMS UISAWN'(.18 LK Aeroa�«Fe :�,�r.�mpa�r LCT AG AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY RUIUTFRs POA' Ince OSG BRACING. 23 2'-0" O.H. 11" END PANEL o = I 11' START PANEL 89 PANELS O 186-0 ROOF SURFACE 9 rig (ROOF SURFACE 81 153 PANELS O 220-5 UPPER ROOF PANEL PLAN DIRECTION OF ERECTION �^ncuio RP1 ole "144-0 ' 60-0 � w 3 PANELS A 5-5 O 60-0 0 273-3- 3 w� Do,a. 292-4 292-4 _ 302-0 2 5 311- 11- I 2-2 375-5 1-6 01-6- 330-6 1 1 11- 340-2 0-7 428-6 0- 359-3 40-0 369-0 i P77_3397-2 375-5 078 68-6 388- 1 � _ DOWNSLOPE 397-5 I REF. 87-7 428-6 97-3 416-6 L 07-0 16-4 z 26-1 375-5 rn 441-4 2 PANEL 441-4 I O 441-4= 428-6 RP5 0 60-0 , 441-442-0 zo w 375-5428-6 6- F 1 375-5 w W 428-6 15-0 i o w 375-5 I o0 428-6 48 i 375-5 5-0 i 428-6 18 4 REF. RP4 14-4----98-0 I i 375-5 428-6 o7c 428-6 47 4 ; a 375-5 64-0 i 428-6 0-0 W 375-5428-6 29 i 375-5 330 0 I 428-6 346-4 i 375-5 J w 363-0 379-4 1 j RP1 V) L,- 428-6 375-5 428-6 -n 412 4 i o7B 375-5 RI I 428-6 om I ole i 375-5 - 428 6 .- o z U , 375-5 428-6 o i 375-5 w w r i 428-6 0 0 3:12375-5 428-6 375-5 Lc 428-6 375-5 N 428-6 , 375-5 W 428-6 rL 0 375-5428-6 I Rpt11 a I 375-5 o7BW 428-6 I I . e OI iv RP2 — w a 07c 3 PANELS O 60-0 o-0 ow START PANEL8 1 PANEL O 60-0 1 PANEL ® 60-0 DIRECTION OF ERECTION IROOF SURFACE 141 M J W 0 RPt o v_ 07B RP1 m m07B AT 3:12 TO 5:14:12 VALLEY SLOPES o z LINE UP BOTTOM OF GUTTER z ELEAVTION. FIELD FABRICATE INSIDE GUTTER TRIM USING FLAT STOCK 1 PANELS 026PANE 0 60-0-` < Bo w 0Z wa PARTIAL LOWER ROOF PANEL PLAN THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL. DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. .835:12 DOW SME 1 PANEL ® 60-0 11-5 258-4 11-5 258-4 11-5 11-5 258-4 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 11-5 258-4 DIRECTION OF ERECTION (r -2 PANELS O 60-0 6 PANELS 1 PANEL O 60-0 ® 60-0 2 15/16"J 1 PANEL O 60-0 4 PANE 0 60-0 2'-0" 9O.H. " START PANEL O 220-5 ROOF SURFACE 10 PANEL "144-0 ' 60-0 254-2 3 PANELS A 263-6 I O 60-0 0 273-3- 3 w� 282- 282- 1 n321 292-4 292-4 _ 302-0 2 5 311- 11- I 2-2 321-1 1-6 01-6- 330-6 1 1 11- 340-2 0-7 349-7 0- 359-3 40-0 369-0 i RP3 49-15 78-4_ 5.514:12 078 68-6 388- 1 � _ DOWNSLOPE 397-5 I REF. 87-7 407-2 97-3 416-6 L 07-0 16-4 426-3 26-1 AS REQUIRED TO FIT rn 441-4 0 441-4 I 441-4= RP5 441-4_ o7c , 441-442-0 14-3 2PANELS ,O" O 60-0 START DIRECTION 15 PANEL OF ERECTION THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANDlOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. i♦: Iri ROOF SURFACE 16 III lull lilt 23 PANELS O 242 - 193-4, 193-4 193-4 193-4 193-4 193-4 193-4 193-4 93-4 243-0 93-4_ 24: 93-4-T I 0 M * 23 1 PANEL O 60-0 3 PANELS A O 60-0 0 w� NOTE: _ 1. FIELD WORK PANELS AS REQUIRED 2 5 SHOWN ASM ON DRAWING 2-2 1-6 01-6- 1 11- 0-7 0- 40-0 RP3 49-15 078 68-6 78- �k NOTE: REF. 87-7 USE PANEL DROP OFF 97-3 FOR BEGINING AND ENDING 07-0 16-4 PANEL RUNS. FIELD WORK 26-1 AS REQUIRED TO FIT 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 400-0 350-4 5.514:12- DOWNSLOPE .514:12DOWNSLOPE Butler Buildings 1540 Genassae St. Kansas City, MO 64102 DATE BY DESCRIPTION 11/03/10 AGLREL DWGS FOR CONST. THE ROOF SURFACES HAVE BEEN SET TO ZONE AREAS AS NOTED ON ROOF PLAN. PANELS ARE BUNDLED ACCORDING TO APPROPRIATE ROOF SURFACE ZONE. HOWEVER, ERECTOR MAY NEED TO STILL SHAKE OUT CRATES IF PANELS COULD NOT BE LOCATED WITHIN ROOF SURFACES DUE TO THE FABRICATION OF PANEL RUNS. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY z O OE Ow w w w - i -3i o0 8- 1 �- J o ¢ zd I -ii a n ¢ RELEASE FOR FINAL CONST. ROOF PANEL PLAN DER NORTH VALLEY BUILDING SYSTEMS rOMER LUNDBERG FAMILY FARMS \TION RICHVALE, CA POk '°e' 174113 B�JTLER DATE 11/03/1 A ewmm maid CwtperM ® DRAWNOCHECK AGL JRE PAGE 07A (1) %"x12" LONG BEAD OF NON -SKINNING BUTYL (MASTUBEBUTYL) SEALANT ON TOP SIDE OF MALE PANEL EDGE GUTTER STRAP (GSO63) LOCATE AT EVERY OTHER RIB 32" O.C. (PR1) V POP RIVIET AT EVERY GUTTER STRAP Z It 2 0 I BOX GUTTER EG029 (SD11) Y4"-14x36— DPI HWH TRAXX 1 W\WASHER ® 2'-0" O.C. EAVE TRIM EV -1 EAVE TRIM EV -1 USE FOR 3:12 SLOPE EAVE TRIM EV -3 USE FOR .835:12 SLOPE NON -SKINNING BUM SEALANT APPLIED TO ENDS OF ZEE CLOSURE (MASTUBEBUTYL) END OF PANEL }6" BLIND RIVET (PR1) AT 12" O.C. SHELL GRAY FIELD CUT (ZC223) ZEE CLOSURE TO FIT BETWEEN RIBS INSTALLATION NOTE: J 3/17"x7/8" CLOSE HEM OF PANELS WITH DUCK BUM TAPE BILLS TO ALLOW NOTCHED ZEE (MAS3/1640) CLOSURE TO FIT TIGHTLY TO PANEL SECTION A -A (RH168) RIDGE/HIP COVER — CONT. 3/16"x7/8" (4) (SD6) BUM TAPE FASTENERS (MAS3/1640) — PER PANEL (PR1) 1/8" RIVETS 0 12" O.C. (VPVS32-6) PERFORATED STEEL 3/6"x7/8" BUM - TAPE (MAS3/1640) (SL2ES2_M) PANEL 23/.„ l-(SD2) FASTENER ® 12" O.C. h (1) 3/8" BEAD OF NON -SKINNING BUTYL SEALANT (MASTUBEBUTYL) CRAMP APPLIED ON SIDEWALL OF PANEL kA AND TIED INTO TAPE SEALANT (MAS3/1640) )(6"x%" BUTYL TAPE (MAS3/1640) ROOF BEAM DETAIL RP1 (FIXED EAVE) END SUPPORT /,yp ro. 6" 513S6" ® 3:12 23'4" ® 5.514:12 53'4" 0 .835:12/5.514:12 OPENING DETAIL RP3 (FLOATING VENTED RIDGE/HIP DETAIL) (SD26) (4) 1/4-14x1Y4" HWH SCOTS w/NEOPRENE WASHER PAINTED TO MATCH (SLSPS1.5x.116-M) PANEL SUPPORT FOR 3" CLIP -(SD6) Y4"-14x1Y4" SDS ® 12" O.C. `—EAVE STRUT (SD11) HWH FASTENER WITH NEOPRENE WASHER 0 PANEL RIBS AND (PR1) POP RIVET BETWEEN 0 12" O.C. MAX. (ZC223) - ZEE CLOSURE WITH NON—SKINNING BUM SEALANT (MASTUBEBUTYL) AT ENDS OF ZEE THE BUTLER ENGINEERS SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLERENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER SOFFIT PANEL BY OTHERS (SD26) FASTENERS 0 4" O.C. CONT. 3/16"x7/8" BUTYL TAPE (MAS3/1640) (PLATEFV16—M) VALLEY SUPPORT PLATE OUTSIDE FACE OF METAL STUD WALL METAL STUD /I NOT BY B.M.C. T�ill� V�- WALL FINISH NOT BY B.M.C. PITCH BREAK j O FASTENER TRIM (PB123) i NOT BY B.M.C. COOL REGAL WHITE I PANEL END SUPPORT I (SL2ES2_M) 10" I (SD11) FASTENERS ® 12." O.C. I (ZC223) ZEE CLOSURE WITH NON—SKINNING BUTYL SEALANT (MASTUBEBUTYL) I O AT ENDS OF ZEE 3" STANDARD CLIP 1 1 11\1--4" TO END OF PANEL FROM OUTSIDE FACE OF STUD WALL 3(B"x%" BUTYL TAPE (4) (SD6) Y4" -14x144" (MAS3/1640) DP3 HWH FASTENERS I I PER PANELS I I 9)�" Z-PURLIN O j h�gND �RrMP \r0" \N, (VF210) VALLEY PAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DETAIL RP2 (FLOATING PERPENDICULAR HEADWALL TRANSITION) PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY r?. DETAIL RP4 (FIXED VALLEY DETAIL) Butler Buildings 1540 Genesee St. Kansas City, MO 64102 DATE I BY I DESCRIPTION 11 /03/10 AG REL DWGS FOR CONST. 1-3/8" BEAD OF (MASTUBE- BUTYL) NON -SKINNING SEALANT APPLIED ON SIDEWALL OF PANEL AND TIED INTO TAPE SEALANT 1-3/8"x12" LONG BEAD OF (MASTUBE BUM) NON - SKINNING BUTYL SEALANT ON THE TOP SIDE OF MALE PANEL EDGE (SLSPS1.5x.116-M) PANEL SUPPORT FOR 3" CLIP "-(SD6) Y4" -14x14" DP3 AT 12" O.C. SUBSTRATE RELEASE FOR FINAL COI ROOF PANEL DETAIL POR NORTH VALLEY BUILDING SYSTEMS LUNDBERG FAMILY FARMS RICHVALE, CA Joe 174113 DATE 11/03/10 DRAWNICHUX AGL JRB PACE 07B NOTE: FIELD CUT FlRST AND LAST PANELS AS REQUIRED. 8" SEE PLAN FOR PANEL LOCATIONS. CONT. 3/16"x7/8" OVERHANG BUM TAPE NOTE: (PR1) 1/8" POP (MAS3/1640) FIELD CUT FIRST AND LAST PANELS AS REQUIRED. RIVET ®12" O.C. SEE PLAN FOR PANEL LOCATIONS. I RECEIVER TRIM I SL PANEL WALL FINISHj (PR147-SL2 3" CUP) r NOT BY B.M.C. I `rb 3" GABLE TRIM GT -1 (PR1) 1/8" POP RIVET 0 12" O.C. RECEIVER TRIM (PR145)� FIELD CUT AND BEND PANEL UP 1 1/2'---- (RT177) RAKE TRIM____ FASTENER NOT-, BY B.M.C. (TC209) TRIM CLEAT WALL FINISH NOT BY B.M.C. FACTORY INSTALLED SEALANT PANEL (2) (SD6) Ya"-14X1Ya" DP3 HWH, CARBON FIELD CUT AND BEND PANEL UP 1 1/2', (RT175) RAKE TRIM-� (TC209) TRIM CLEAT J GABLE TRIM (GT -1) (ATO12) ANGLE TRIM \-- UNDERLAYMENT NOT BY BMC (SD2) #10-16x1" TEK 3 PHILLIPS HEAD ® 12" O.C. (SL2) 3" CUP NON -SKINNING BUTYL SEALANT (MASTUBEBUTYL) (RW215) RAKE TO WALL TRIM (PR1) }6 xY" POP RIVET 0 12" O.C.—, RAKE CHANEL­'� �Z-_PURUN UNNOT BY ENT BMC NOT BY BMC,Oou2 10-16x1" TEK 31 BLIND RIVET SOFFIT PANEL (096884) AT 12 O.C. (2) (SD6) Ya-14X1Ya ) � " D ETA I L R P 5 DP3 HWH, CARBON PHILLIPS HEAD 0 12" O.C. (TYPICAL RAKE / GABLE DETAIL) (FOR 3" MOVEABLE CUP WITH 1/2" THERMAL BLOCK) DETAIL R P 6 (RAKE TO WALL DETAIL) CONT. 3/16'x7/8" BUTYL TAPE (MAS3/1640) (ATO12) ANGLE TRIM n ROOF PANEL 5" LAP (2) 3/8" BEAD OF (MASTUBEBUYTL) NON - SKINNING BUM SEALANT METAL STUD *UPHILL ROOF PANEL NOT BY B.M.C. FACTORY SWEDGE 2 PIECE PANEL 1" MIN TO GALA T CUP &FASTENER O ENGINEERED FASTENERS (2) 3/8" BEAD OF NOT BY BMC (MASTUBEBUYTL) NON - RECEIVER TRIM SKINNING BUM SEALANT (PR147) SL2 3' CLIP (2) (SD6) Ya"-14XIIN 10" DP3 HWH, CARBON (SD26) 12-14x1Y4' TEK 2 (SLSP1616) W/WASHER & SS CAP FASTENERS SWEDGE PLATE (4) PER PANEL O DETAIL RP7 (FLOATING PANEL LAP) FIELD BEND PANEL UP 1 1/2' LARGE BOX GUTTER (SLSPS1.5x.116Jv1) (EG029) SHELL GRAY PANEL SUPPORT FIELD CUT "X" IN BOTTOM OF GUTTER AND BEND TABS DOWN INTO THE DOWNSPOUT ATTACH WITH 4 - (PR1) lb" POP RIVETS (SD2) #10-16x1" TEK 3 IBJ J 4"x5" LARGE DOWNSPOUT SDS 012" O.C. (DS020) SHELL GRAY FIELD CUT & MITER TO ANGLE NEEDED. ATTACH MITERS WITH CHANNEL Z-PURLIN (PRI) 7g" POP RIVETS. DETAIL RP5A STANDARD CLIP N ROOF PANEL BATT INSULATION TWO PIECE SLIDING CLIP. ATTACH WITH (2) FASTENERS PER CLIP. THERMAL SPACER BLOCK ATTACH TO INSULATION WITH NON -BMC SPRAY ADHESIVE. (SLTB14.25) 1/2" X 3" X 14-1/4" �U NOTE: 3" CLIP PANELS MUST BE HAND CRIMPED AT PART# SLCLP3 CLIPS BEFORE MECHANICALLY SEAMING PANELS. USE HAND CRIMPING TOOL DETAIL R P8 DESIGNED FOR THE PANEL. (CLIP INFORMATION / INSTALLATION & THERMAL BLOCK) (3" MOVEABLE CLIP WITH 1/2- THERMAL BLOCK) THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. PURLIN (GC057 LEFT HAND) (GC058 RIGHT HAND) GUTTER END CAP W/(MASTUBEBUTYL) SEALANT BETWEEN END CAP & GUTTER PERMIT ATTACHED W/(PR 1) POP RIVETS BUTTE COUNTY DEVELOPMENT SERVICES ® 2" O.C. MAX CODE FOR (DS026) DOWNSPOUT STRAP E COMPLIANCE ATTACHED TO DOWNSPOUT DATE WITH 4 (PRI) V POP RIVETS FIELD CUT AND MITER TO ANGLE NEEDED. ATTACH MITERS WITH X" POP RIVETS (PR1) DETAIL RP9 (GUTTER / DOWNSPOUT INSTALLATION DETAILS) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS, R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIEDRE PRODUCEDORUSEDFOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANDCR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORIO,MNSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE BY DESCRIPTION 11 /03/10 AGL REL DWGS FOR CONST. RELEASE FOR FINAL CONST. ROOF PANEL DETAIL 7°I NORTH VALLEY BUILDING SYSTEMS rOUER LUNDBERG FAMILY FARMS k'nON RICHVALE, CA POO A BI"S¢ JOB. 174113 DATE 11/03/10 PAGE 07C 238" 1 - 11 �J lFACE OF COLUMN DETAIL RP10 (FIXED EAVE) %/AI 1 n/ 1 ILLY 11V1\1\ 11\JIVE —I\I-1% GUTTER TO BE WATERTIGHT USING FLAT STOCK SHEETS 46"020" 24ga. DETAIL RP13 (INSIDE CORNER LOW EAVE VALLEY) ) CAP a 0 GUTTER END CAP I THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 2" END OF (1) %"x12" LONG BEAD OF NON—SKINNING PANEL BUTYL (MASTUBEBUTYL) SEALANT ON TOP SIDE OF MALE PANEL EDGE 10 P GUTTER STRAP (GS063) LOCATE 0 GRAM AT EVERY OTHER RIB 32" O.C. NDN (PR1) }�" POP RIVIET AT EVERY GUTTER STRAP z rEAVE TRIM—` (ET041) BOX GUTTER EG029 (SD11) Y4" -14x% DPI HWH TRAXX 1 W\WASHER ® 2'-0" O.C. EAVE TRIM EV -2 USE FOR 5.514:12 SLOPE EAVE TRIM EV -2 X" BLIND RIVET (PR1) AT 12" O.C. THIS ORAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PRDPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED ORUBED FOR ANY OTHER PURP03E WiTHOUi PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. (SD2) FASTENER ® 12" O.C. (1) 3/8" BEAD OF NON—SKINNING BUTYL SEALANT (MASTUBEBUTYL) APPLIED ON SIDEWALL OF PANEL AND TIED INTO TAPE SEALANT (MAS3/1640) —)fe"x%" BUTYL TAPE (MAS3/1640) -(SD26) (4) 12-14x1Y4" HWH SCOTS w/NEOPRENE WASHER PAINTED TO MATCH (SLSPS1.5x.116—M) PANEL SUPPORT FOR 3" CLIP DETAIL RP 14 (FIXED EAVE) NtRMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE rrTG BY _ __— -- (SD6) Y4"-14x1Y4" DP3 HWH AT 12" O.C. SOFFIT PANEL Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE By DESCRIPTION 1/03/10 AG REL DWGS FOR 9X" Z PURLIN WITH EAVE ANGLE F. fd0. U; f Cid?. E RELEASE FOR FINAL CONST.( ROOF PANEL DETAIL uILBER NORTH VALLEY BUILDING SYSTEMS CONST. COMER LUNDBERG FAMILY FARMS oCATION RICHVALE, CA A BASGDP. JOBY 174113 DATE 11/03/10 DRAWWCHEAGL PAGE 07D 338" (SD2) FASTENER ® 12" O.C. END OF P NEL PERPENDICULAR ROOF TO (� (1) %"x1 LONG NON—SKINNING WALL TRANSITION 6T" VENTED HIP TRIM BUTYL (MASTUBEBUT SEALANT (1) 3/8" BEAD OF NON—SKINNING ON TOP SIDE OF MALE PANEL EDGE BUTYL SEALANT (MASTUBEBUTYL) ROOF PANEL FRAME ROOF PANEL " APPLIED ON SIDEWALL OF PANEL ROOF PANEL NPN C AND TIED INTO TAPE SEALANT (MAS3/1640) I II DUE TO 6INSTALLAT1" OFFON SET TO STRUCTURAL o . 0 0 00000 GUTTER STRAP (GS063) LOCATE I II LINE AT GRID LINE 3, THE PERPENDICULAR .0000 000 " AT EVERY OTHER RIB 32 O.C. " 7" BUTYL RP2 I I TRIMS WILL BE 1 1/2- LOWER WHEN THE o 0 0 0 0 o 00000000 (PRT) }6" POP RIVIET AT EVERY TAE TAPE (MASS/1640) I I THEY INTERSECT AT CORNER. 00000°0 0 0 0 0 0 0 FIELD FORM CORNER TRIM INTERSECTION 00 0 0 00 GUTTER STRAP III USING FLAT STOCK SHEETS 46"x120" 24ga. _z I III a (SD26) (4) 1/4-14x1Y4" HWH 3:12 DOWNSPLOPE I II 111 a SCOTS w/NEOPRENE WASHER I11 0 (77 PAINTED TO MATCH 1 SLSPS 1.5x.116 M PANEL L SUPPORT FOR 3" CLIP ---- -- BOX GUTTER (SD6) Y4"-14x1Y4" DP3 HWH EG029 AT 12" O.C. EAVE STRUT HIP TRIM RP2 PERPENDICULAR ROOF TO GUTTER GUTTER WALL TRANSITION w CI FASTENERS NOT / FIELD FORM HIP TRIM END BY B.M.C. N — to FLASHING AND GUTTER r/i zCORNER FLASHINGS USING o FLAT STOCK SHEETS 10" WALL CLOSURE TRIM y,A ROOF PANEL 46"x120" 24 a. 9 a0 (WC1) SHELL GRAY DETAIL RP12 D ETA I L R P 1 1 (OUTSIDE CORNER HIP AT LOW EAVE) ROOF BEAM (OUTSIDE CORNER PERPENDICULAR TRANSITION) 238" 1 - 11 �J lFACE OF COLUMN DETAIL RP10 (FIXED EAVE) %/AI 1 n/ 1 ILLY 11V1\1\ 11\JIVE —I\I-1% GUTTER TO BE WATERTIGHT USING FLAT STOCK SHEETS 46"020" 24ga. DETAIL RP13 (INSIDE CORNER LOW EAVE VALLEY) ) CAP a 0 GUTTER END CAP I THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. 2" END OF (1) %"x12" LONG BEAD OF NON—SKINNING PANEL BUTYL (MASTUBEBUTYL) SEALANT ON TOP SIDE OF MALE PANEL EDGE 10 P GUTTER STRAP (GS063) LOCATE 0 GRAM AT EVERY OTHER RIB 32" O.C. NDN (PR1) }�" POP RIVIET AT EVERY GUTTER STRAP z rEAVE TRIM—` (ET041) BOX GUTTER EG029 (SD11) Y4" -14x% DPI HWH TRAXX 1 W\WASHER ® 2'-0" O.C. EAVE TRIM EV -2 USE FOR 5.514:12 SLOPE EAVE TRIM EV -2 X" BLIND RIVET (PR1) AT 12" O.C. THIS ORAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PRDPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED ORUBED FOR ANY OTHER PURP03E WiTHOUi PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. (SD2) FASTENER ® 12" O.C. (1) 3/8" BEAD OF NON—SKINNING BUTYL SEALANT (MASTUBEBUTYL) APPLIED ON SIDEWALL OF PANEL AND TIED INTO TAPE SEALANT (MAS3/1640) —)fe"x%" BUTYL TAPE (MAS3/1640) -(SD26) (4) 12-14x1Y4" HWH SCOTS w/NEOPRENE WASHER PAINTED TO MATCH (SLSPS1.5x.116—M) PANEL SUPPORT FOR 3" CLIP DETAIL RP 14 (FIXED EAVE) NtRMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE rrTG BY _ __— -- (SD6) Y4"-14x1Y4" DP3 HWH AT 12" O.C. SOFFIT PANEL Butler Buildings 1540 Genessee St. Kansas City, MO 64102 DATE By DESCRIPTION 1/03/10 AG REL DWGS FOR 9X" Z PURLIN WITH EAVE ANGLE F. fd0. U; f Cid?. E RELEASE FOR FINAL CONST.( ROOF PANEL DETAIL uILBER NORTH VALLEY BUILDING SYSTEMS CONST. COMER LUNDBERG FAMILY FARMS oCATION RICHVALE, CA A BASGDP. JOBY 174113 DATE 11/03/10 DRAWWCHEAGL PAGE 07D I i Y. PARTIAL SOFFIT PANEL PLAN (LOWER ROOF) THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. R IS PROWDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Butler Buildings 1540 Genessee St. Kansas City, MO 64102 11/3/10 G REL DWGS F01 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY NOTE: 1. SOFFIT PANEL ORDER IS 185425. 2. ALL SOFFIT PANELS ARE MODULEZE II (570566) COLOR IS SOLAR WHITE 3. FIELD WORK SOFFIT PANELS AT BEAM LOCATIONS AND AT CORNERS. RELEASE FOR FINAL CONST. SOFFIT PANEL PLAN CONST. BUILDER NORTH VALLEY BUILDING SYSTEMS CUSTOMER LUNDBERG FAMILY FARMS LOCATION RICHVALE, CA F. E JOB' 174113 DATE 1113/10 ® 1 DRAWWCFECK ARNOW ftM0owWbAGL JI P"4 08A N I r 8 Ui W Z Q o_ 0 N 04 I uj w zd a 0 N NP• RP1 076 USE EAVE TRIM EV -3 FOR SOFFITI I�4+Typ. SP1 08C D -D 080 SIM aT n T rl Tsls r n Tom -T aTnzaT -T az❑s a RPS SP5 O7C 08D 54 PANELS 0 12-0 CONDITION USING FLAT STOCK MATERIAL IERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE OOMPI lAr\lCE IDATE I EKY I I I I I SIM I sP3 FIELD FLASH o8D END USING FLAT STOCK MATERIAL 12 PANELS 0 12-0 NOTE: 1. SOFFIT PANEL ORDER IS 185425. 2. ALL SOFFIT PANELS ARE MODULEZE If (570566) COLOR IS SOLAR WHITE ' SOFFIT PANEL PLAN UPPER ROOF J a a _ MI RELEASE FOR FINAL CONST. o THE BUTLER ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER BUILDINGS. Butler Buildings ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 1,r4rO Genesee St Kansas City, MO 64102 SPECIFIC ANCHOR BOLT DRAWING J FORMANCE REQUIREMENTS SPECIFIED DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MOOIFIEO, REPRODUCED OR USED FOR pay a� DESGWPTK7N BUILDER NORTH VALLEY BUILDING SYSTEMS J0B" 174113 BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS. a� a PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT 0111 3 10 G REL DWGS FOR CONST. �0"1Qt LUNDBERGFAMILYFARMS THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY DATE 11/3/10 LOCATION RICHVALE, CA 3i FURNISHED BY BUTLER EXCEPTTO IESPONSI LE FFII�RACC ACCURNG IN ATE,CLIALM wrtH THIS BUTLER DMWND4ECK a ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING, ® R20JECT REQUIREMENTS SPECIFIED BY BUTLER. ALL APPLICABLE BUTLER EREC1ON GUIDES. A��pp� ly AGL JRI AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY pOp PAGE JT Q p O BRACING, BUILDERS 08 B BEAM Z—PURLIN OR EAVE STRUT --————————————————— —---———————————————————————— — — — — —— ---� ROOF BEAM FLANGE % \\ Y4"-141" SDS (097356) AT EVERY STRUCTURAL MEMBER Z—PURLIN MODI PAN El u r pl rAl,r STRUT \Tf1LL. 1 "ZI 1 NOT BY B.M.C. SOFFIT DETAIL SP2 DOUBLE 8" CEE HEADER _.AL STUDS NOT BY B.M.C. THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER Y4"-140" SDS (097356) AT EVERY STRUCTURAL MEMBER (SLSPS1.5x116—M) AEP 1" OFF SET PANEL SUPPORT Z—PURLIN OR EAVE STRUT MODULEZE II PANEL SOLAR WHITE (096884) Ya" BLIND RIVET 2'-0" 0. C. (009585-173) SOFFIT TRIM SOLAR WHITE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAJNS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WII}IOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS, THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD DUALITYWORIGIANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. WALL FINISH NOT BY B.M.C. Y4" -14x1" SDS (097356) AT EVERY STRUCTURAL MEMBER PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY METAL STUDS NOT BY B.M.( SOFFIT DETAIL 'SP3 RELEASE FOR FINAL CONS Butler Buildings I SOFFIT PANEL DETAILS 1540 Genessee Si. Kansas City, MO 64102 DATE BY DESCRIPTION BUILDER NORTH VALLEY BUILDING SYSTEMS /-3/10 AG REL DWGS FOR CONST. T01A'R LUNDBERG FAMILY FARMS LOCATION RICHVALE, CA PON F ma' 174113 DATE 11/3/10 ®DRA GLK JRB opaw PAGE 08C NAGS- / vz ZZ ZZ ZZ Z4 I I r Y4" -14x1" SDS (097356) AT EVERY CONTINUOUS CAULK / STRUCTURAL MEMBER ��� BEAD (16688) (SLSPS1.5x116—M) / \ \ \ \ \\� \ AEP 1 " OFF SET / \ PANEL SUPPORT MODULEZE II SOFFIT PANEL\� �\ 0008215-105 FLASHING / FIELD CUT MODULEZE II ANGLE (SOLAR WHITE) / PANEL AT BEAM LOCATIONS EXPOSED ROOF BEAM BUTT UP AGAINST BEAM FLANGE / 1/8 BLIND RIVET (096884) AT 12" O.C. SOFFIT DETAIL SP1 Z—PURLIN MODI PAN El u r pl rAl,r STRUT \Tf1LL. 1 "ZI 1 NOT BY B.M.C. SOFFIT DETAIL SP2 DOUBLE 8" CEE HEADER _.AL STUDS NOT BY B.M.C. THE BUTLER ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PER- FORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER Y4"-140" SDS (097356) AT EVERY STRUCTURAL MEMBER (SLSPS1.5x116—M) AEP 1" OFF SET PANEL SUPPORT Z—PURLIN OR EAVE STRUT MODULEZE II PANEL SOLAR WHITE (096884) Ya" BLIND RIVET 2'-0" 0. C. (009585-173) SOFFIT TRIM SOLAR WHITE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAJNS THE PROPERTY OF BUTLER BUILDINGS. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WII}IOUT PRIOR WRITTEN APPROVAL OF BUTLER BUILDINGS, THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD DUALITYWORIGIANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. WALL FINISH NOT BY B.M.C. Y4" -14x1" SDS (097356) AT EVERY STRUCTURAL MEMBER PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY METAL STUDS NOT BY B.M.( SOFFIT DETAIL 'SP3 RELEASE FOR FINAL CONS Butler Buildings I SOFFIT PANEL DETAILS 1540 Genessee Si. Kansas City, MO 64102 DATE BY DESCRIPTION BUILDER NORTH VALLEY BUILDING SYSTEMS /-3/10 AG REL DWGS FOR CONST. T01A'R LUNDBERG FAMILY FARMS LOCATION RICHVALE, CA PON F ma' 174113 DATE 11/3/10 ®DRA GLK JRB opaw PAGE 08C LEGEND MINIMUM.....................................................................MIN MP ASPHALT CONCRETE EX 'MINOR' CONTOUR' UNE EVERY O.V 315-- - — — — - — EX MAJOR CONTOUR LINE EVERY 2.5' 319-------------- .... _... __. _ .. PROPOSED' CONTOUR 'LINE 'EVERY 0:5 320 PROPOSED CONTOUR LINE EVERY 2.5' ---- 12 SD --- EX STORM DRAIN PIPE 12" SD PROPOSED STORM DRAIN PIPE (HDPE) 12SD,, PROPOSED SHALLOW COVER STORM DRAIN PIPE ' PER DETAIL "M" SHT 4 PHASE NU SER .................................................... PH ' EX SANITARY SEWER PIPE — — 6!SS , PROPOSED SANITARY SEWER LINE (PVC) ----------------- EX EDGE OF PAVEMENT (ASPHALT) — >. -moi PROPOSED FLOW UNE — — — — EX PROPERTY LINE — — — — — — — — — PROPOSE} 'GROUND -CATCH PONT — — — PROPOSED GRADE BREAK — -- — — — —.— — — EX -EASEMENT (TYP LABELED) . . CO' EX CONCRETE" CURB .............. PSS PROPOSED CONCRETE VERTICAL .CURB . (DETAIL. "C" SHT 4) , POINT 0 F TAN ' PUBLIC UTILITY EASEMENT ....... PROPOSED SAWCUT AND CONFORM LINE s"s PROPOSED GAS LINE EX --E EX UNDERGROUND ELECTRIC EX -T EX UNDERGROUND TELEPHONE EX -W— EX WAWR LINE (ANU SIZE) T PROPOSED UNDERGROUND 4" PRIVATE COMMUNICATION CONDUIT .!r' PROPOSED- UNDERGROUND JOINT TRENCH PER PG&E PLANS. W PROPOSED PRIVATE WATER UNE - SIZE & TYPE PER LABEL EXISTING....................................................................EX PROPOSED ASPHALT C014CRE'TE SECTION PER DETAIL A SHT 4 r — ._... _ --- --. I EX SITE C04METE FIRE H_yDR tN-T..........................................................FTI SERVICE ............................... . SERV PROPOSED CONCRETE SIDEWALK . .................................... SUB GRADE ............................... .............................. .SG PER DETAIL "D" SHT 4 SANITARY SEMIE& SANITARY SEWER MAINTENANCE HOLE ........ SSMH PROPOSED GRAVEL DRIVE PER ._.:.:-f DETAIL "0" SHT 4 ('a a PROPOSED CONCRETE DRIVE I PER DETAIL "B" SHT 4 17 PROPOSED COUNTY STD FIRE HYDRANT LK .. TRANSFORMER .......................................... PROPOSED WATER VALVE PROPOSED SANITARY SEWER CLEAN OUT ® EX & PROPOSED SANITARY SEWER MANHOLE e� HANDICAF RAMP SLOPES MUST BE BETWEEN 8.33% AND 6.67% 314.23 TELEPHONE ................................................. t -FC - -, EX GROUND ELEVATION TOE OF SLOPE ........................................................TOE TOP OF SLOPE .. TOP 31314 PROPOSED FINISHED GROUND ELEVATION CONC F9 PROPOSED CONCRETE DRAIN INLET (DETAIL "J" SHT 4) SIZE PER PLAN 0 PROPOSED PLASTIC YARD DRAIN (DETAIL "I" SHT 4) DSO PROPOSED DOWN SPOUT LOCATION oo> PROPOSED TRUNCATED DOMES (DETAIL Or SHT 4) +� PROPOSED 6' CONCRETE PARKING BUMPER PER MAXIMUM.................................... MkXIMLWDRY DENSITY.......................................MW COOKS — SECURE WITH TWO REBAR PINS ABBREVIATIONS AGGREGATEBASE..................................................AB MINIMUM.....................................................................MIN MP ASPHALT CONCRETE MID POINT .................... ........................ ............... .... MID POINT ON CURVE..........................................MPOC BEGIN CURVE...........................BC ............................... BACK OF WALK .BOW NOT TO SCALE ....................................................... .NTS BU{LDiNG SETBACK LINE.....................................BSL ORIGINAL GROUND .................................................. �,OHE BACK OF SIDEWALK..............................................BSW OVERHEAD ELECTRIC ...................................... BOTTOMOF WALL ................................................. .Im OFFSET ..................................................... .......OS PROPERTY CORNER...............................................PC CURVE...............................................0 CABLE TELE�fIS W PORTLAND CEMEN-TCONEREI•E ......................PCC ..................................................CATV CATCH BASIN ...........................................................GB PHASE NU SER .................................................... PH ' COMPOUND CURVE..................................................CC POINT OF INTERSECTION .........................L PROPERTY UNE _._ -----PL CURB AND GUTTER.. —_ POWER POLE CENTERLINE...............................................................CL CORRUGATED METAL PIPE ...........................................................PP POINT OF REVERSE CURVATURE P ...................................CMP CONCRETE MASONRY UNIT PUBLIC STORM DRAIN EASEMENT ....................PSDE ' ...................................CMU CLEAN OUT CO' PUBLIC SANITARY SEWER EASEMENT .............. PSS ............................................................... IC ARDS ................................................. CY CUB Y ......... . DI POINT 0 F TAN ' PUBLIC UTILITY EASEMENT ....... PT PUE DRAIN I ................ D411N4 SPOUT POkYVINALCHLORIDE.............................................. PVC ..................................... E POINT OF VERTICAL INTERSECTION .................. PVI ELECTRIC................................................................... EXISTINGGROUND..............................................EG RADIUS.......................................................................R REINFORCED CONCRETE PIPE ............... .........--R CP ELEVATION ............................................................ELEV EDGE OF PAVEMENT..........................................EP RELATIVE DENSITY............................................. .RD ENDVERTICAL CURVE..........................................EVC RETURN ..............................................RET RIGHT—OF—WAY..... ...........................................ROW EXISTING....................................................................EX SLOPE......................................................................ST FINISHFLOOR.........................................................Ff FINISH GRADE.......................................................FG STORM DRAIN. ....... .... .. ...............SD STORM- DRAIN MAIN-TENANCE H04zE................ .SDMH- FIRE H_yDR tN-T..........................................................FTI SERVICE ............................... . SERV FL.OWIINE...................................................................FL FACEOF CURB .............FC . .................................... SUB GRADE ............................... .............................. .SG ....................... FEET . _ FT SANITARY SEMIE& SANITARY SEWER MAINTENANCE HOLE ........ SSMH GAS............................................................................ .G GAUGE.......................................................GA STATION...............................................................STA GRADEBREAK........................................................GB STANDARD.............................................................STD GAS- METER....................................................GM HANDICAPRAMP LK .. TRANSFORMER .......................................... .........................HCRAMP HIGH DENSITY POLYETHYLENE ..........................HDPE TOP BACK OF CURB • ..........................................TBC TC INVERT ELEVATIOPT.................................................IE TOP OF CURB .......................................................... JOINTPOLE..............................................................J' TELEPHONE ................................................. • .TEL JOINT1RENCH JT TOE OF SLOPE ........................................................TOE TOP OF SLOPE .. TOP LINE...............—...L LATERAL..........................................................LAT TOP OF WALL ......................................................... .TYP T. LINEARFEET............................................................. LF LIP TYPICAL .................................................................... VITRIFIED CLAY PIPE LIP OF GUTTER LOT LINE C.C. .............................................VCP VARGUTTED.................................................... .V ............................::'........:::::..::::....:::'::::.. LEFT..................................................................LT MAX T WATER METER WM MAXIMUM.................................... MkXIMLWDRY DENSITY.......................................MW ...........................................• YARDS.....................................................I...... ......F MAINTENANCE HOLE...............................................MH ram CIVIL SITE PLANS FOR A FACILITY EXPANSION ----------------- r I I 1 I I 1 I I I -------------------- ....._.._.._---- ._.�...�-_...__------.....__..:_._-_.,_--------------------------_-__-__,__—. _........__..__ ...._......_------------- RM. ALE -AVE", r-------------------,--------------- -----�-----�—�----------'--�----------------------------------�—_-�-----_--------------------- --M.L I --- t--, r i t NN` IN r ` ~` C`'9 Nq� ~, s.. •• f ��� C"I Is VIM n • ,xr QCT WE �, Tri �'� •.. M �; Tal •� a LCOCATION MAP NTS APPROVED PLANS AND PERMIT SHALL BE ON . THE 2007 CBC, CMC, CPC, SITE FOR ALL CEC, AND 2008 CALIFORNIA ENERGY STANDARDS AS INSPECTIONS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES Title 24 Re u i re m e nts REVIEWED FOR ener Re uirements CODE COMPLIANCE Refer to attached energy certificate of compliance for specific energy Flo evequirements for this building BUILDING / PERMIT# SHEET INDEX ASSESSOR'S , 11 _ ���, PARCEL# � �� " C -T CML COVER SHEET l�������L ^� C-2 GRADING & UNDERGROUND (NORTH) C-3 GRADING & UNDERGROUND (SOUTH) NNIN C-4 NOTES & DETAILS FLO O D ZONE; C-5 EROSION CONTROL PLAN rr IN I ; F.I.R.M. N\ y1 1 SOILS REPORT A GEOTECHNICAL SOILS REPORT DATED FEBRUARY 19,'2009 WAS PREPARED FOR THIS FACILITY EXPANSION BY HOLDREGE & KULL. TWO SOILS REPORT ADDENDUMS REGARDING CONCRETE PAVING WERE ISSUED BY HOLDREGE & KULL. THE. CONTRACTOR IS TO ENSURE ALL CONSTRUCTION IS IN CONFORMANCE NTH THIS REPORT. NOTIFY THE SOILS ENGINEER IMMEDIATELY IF SOILS DIFFERING FROM THOSE IN THE REPORT ARE FOUND ON-SITE. A COPY OF THE REPORT CAN BE OBTAINED AT THE OFFICES OF ,\ NORTHSTAR ENGINEERING. BENCH MARK DETAILS ��; /• , 7A err f �,�•_. :. '11.4. , I f � r �,,. ►.r 's.'. TTt11ll`°+' f \ 1 is . J� r����,r, �•�v�,j� SS,',tiS�� �' ��.,�.�Y' �'s� �1�^.*.3.-"i d°:h`� v1 '.,-�'�`\` ! �� �.- j PROPOSED OFFICE �c VISITORS CENTER t ( �' a �{r"'.� ;,: X to -c t=• � .. i F Ej is I--- -j 0, I r t .r .j� I r! . I I RICE PLOT HOJSE- lk 1 r f rr .a v I l 1 RICE PLOT #3 / F 1 r 1 S: ----------------- ----------------------- r • __— ._ _. .. =tet'• 'A y^ �• — S' E n' t rr s r ,^ - n .Y 1 r— I � � ,+ 0 1 1 MARK , \ MON EMS � I 1 --� I I I 1►;i\ 11 1 1 \ � I L-------------------j-----i�i--� LNDALE AVE 1L i I NI LWDALE AVE I I � ---------r----------- -I------------T-----T ----,--_.._.-.. _.. _.` --------•---,T---------------------- ------------ - I I I 1— ----------------------- APN 029-110-023 throvth 038 SITE MAP SCALE: 1" = e Q `< Designed: RMS Revision Date By t 6.%301%11 Drawn By: RMS l cw\\- © Approved: : Civil Engineers..Surveyors Date: 4-21-10 Chico, California 111 Mission Ranch Blvd. Ste 100 Chico, California 95926 Phone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.northstareng.com LUNDBERG FAMILY FARNto MIDWAY RICHVALE, CALIFORNIA 1. THIS SURVEY WAS; PREPARED FROM RECORD INFORMATION AS SHOWN ON MAP BOOK 30, AT PAGE 11, MAP . BOOK 50 AT PAGE 97 AND INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT PREPARED BY MID VALLEY TITLE & ESCROW COMPANY, DATED NOVEMBER 18, 2008, NUMBER 0401-2844126: NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2. THE TYPES, LOCATIONS, StZE-S AND /OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC AND BOUNDARY SURVEY WERE OBTAINED FROM SOURCES OF VARYING REUABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. NORTHSTAR ENGINEERING AS LWES, NO RESPONSH*LITY FOR Ti4E COMPLETENESS OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT Wi WCH ARE NGT SHOWS ON THIS D RAWWG4 3. BENCHMARK & BASIS OF BEARING: THE ELEVATIONS SHOWN DATUM SUCH THAT V ARE BASED ON AN ASSUMED T M ON THIS SURVEY R THE LOT CORNERS OF LOT 19 IN THE BUTTE COUNTY RECORD MAP BOOK 30 PAGE 11•-13 HAVE. THE FOLLOWING ELEVATIONS: N CORNER o WESTER A CORNER NORTH NORTH EASTERN (FOUND J" REBAR) (FOUND IRON PIN) NORTHING - 4082.17 NORTHING - 4051.29 >� S NG 6025.65 EA TI EASTFNG 6141.43 ELEVATION 98.78 ELEVATION s 99.22 4. FLOOD ZONE NCFTE: THIS SITE IS IN FLOOD ZONE "X" - AREAS OF 5100 YEAR FLOOD, AREAS OF 100 YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; ANI? AREAS PROTECTED BY LEVEES FROM 100 YEAR FLOOD. PER FLOOD INSURANCE RATE MAP NO. 06007CG975 C AND 06007CO765, EFFECTIVE JUNE 8, 1888. APPROVED FOR CONSTRUCTION: KE.CRUM RCE 41977 EXF, 3/31/12 DATE DIRECTOR OF PUBLIC WORKS COUNTY OF BUTTE PLANS PREPARED BY: or e super*im of, M. SIMMONS R 0 1 DATE NORTiif,6 R ENGINEERING CML COVER SHEEC C-1 LUNDBERG FAMILY FARP410 EXPANSION � .wn w,mc.r r. � a-rro � � � 91»N � a s BILE COPY N11 r3D {... 1 OFFICE ) , EXISTING, so \ WAREHOUSE ' -.-- ) (�1,� 3 D 3,D ..I E AC ( _ _ L \\ �. vQt7 05-,'Q -Ewc \ I... 1---`rr� -- --- = t2•D 3'D 3'D I x \\ \ e (ut i SO Z] 1 6'EUC00. \ \ AC Oil �--r-1 I } / �4at. \ \ \ 15 INC \ It0'D NITRO) 1 , I , • i • "CN \\ Cwi% \ \ , 1 TANKj''I i �.'' l �.> : , •° � a . �'. ° • ' ' �'•. •� - • ,�\ ` .. `97 Jc , \ \ f\ 1 10'D 1 ! SH 3'D -i h i •° %�1 •° • • Ct �.V' \• ° \\\ 6k� \\ \ \ EXISTING DI 1 1 I I GRATE 100.96 i f •• }. DET4AIL •11' SHT 4 • , °: \ \ \ \' \ \ DI C I I ) INV. 6• (NAW)=10o,12'� I , i •g \ �\ \�` r'1 IOD I i I '; 9 u j. �FF�• \ \ \ ° I ''+•-- `� 4. 300.80 \ id"EUC ..r t t"SO 3'D -•1 I i Ty Y !1< li I •° +,p •• • , // 9&45 ° • a` . ~� • - `\\\•a` \ 13 EUC \\� 1/ \ \ ACCEPTED BY BUTTE C❑ �1p + •-., tY F- � e . � \ BUILDING UN COMP kNiE I I US j 1 za .ii •• °. •� °f , / - .' \\\ \\ JYkUC\\� 04T \ APPROVEDDPLANSNR A,9 A PAR OF - REVIEW AND i/. + + • •� '\ Q \ APPROVAL ISGRANTEDANOTHER �E BOX CR I { �w { i • • . 1 J R50' I ') ° ' • \\ \ • \ \ AGENCY OR DEPARTMENT pA RBY i 1 a t • 1 • f 100 1D • \. \ \ ic:•Euc ( ) i X �; I 4• �l CONC 4. FQ \ ITEM T FOR THIS EXISTING ,-.,;� ) •4 - .. ,• • 32'EUE \ EXISTING DI -FIRE WATER STORAGE a 7\ 1 GRATE -100.92 t + I + '!'+ TANK. WATER SY37OJ .. \\ \\�• 2••s'EUC\\ \ PERMIT# WAREHOUSE 1 INV. 6' (N.S W) -9x.51' I , I Pt ANS BY OTHERS \\ ' \ \ \ BUTTE COUNTY DEVELOPMENT ° 100.00 SERVICES �. 3.D I 1 , I ' •° • •,, . \ REVIEWED ,9 • a • \ FOR , 1 • t \ ,7•F:,f: I 2'D t ' . ° .. t ��;' wATE1r ° 7 • ° \ \ CODE COMPLIANCE . ' ' 2•[ `: ( STORAGE . i° \ DATE vb I j - 1 ° I •. t + '+ 1. TANK = ° ° \ 14-LUE \ BY EXISTING DI ..,, .. ° 1' �\jl1V. P • ° • ° I \ \ \\ \ \ d� I GRATE -.}0694' DS "• 7� -+�, i� .. jD EY. - 96. 100.00 o .101.40 \ \ E PUG \ 1 1 INV. 6' (N.S.�-99.14' 1 i •-� T I +' I ° T. ° ° 6L \ \ \ \ i 1 I n 'J 0%j a �� i 4 4 101 \ a 313' ^ ►I • • a /' • I41 HOUSE 12'D I ) B' �F j ' °' , „ : / 10400 • n s ./ �•4 '4 j,• \ \\ IS'EUCEXISTI�� \ , ° ! • / • • - • • + \ J• \ } { 1 / •� t( \ 1�yf-----FfkDNCON IRRIGATION yAI'p I t EXISTING R GRATE -100.94' DI .94' !4 •L4 .. i { �, 9�" • •° °, • • ! •• °•' ' .• ° • \\ \\ \ _99.1 STRUCTURE (TO REMAIN) \ 1 1 { o INV. 6' N =90�j,r I \ • •! �, . / \ {' ..., (+••IQ .• i_ :.,. �`. •• ° atrJ/• a .4 4• , 7 // \ I i { x • i �� _�00� \100.00 e ° • / e' ••, •,' t ��L! - \ \ \ F �- i 1-y'n .t00aj5 / °. ,100.\S I . E1F IWC PANEL EXISiING•DI , PPI •,n 4, I R`SY��A ` 1.Jr.rl "� ° ° o /• •s ,i 4•�� •r •..yY.'. d °- e ti'!� e� // ,` e . `S•b' , _ 1 WVI lY fNOS)13�1`8 ' ( 1Q1.15 { + ' 1 • o ! }j -" a 4 • • ° : ! a - :.. ...,• • `� }? -' INV T2y'• (NR�f• 9'8. I 1 ° I. • 1 ,.- , \ ` •'�• • .a. - -: --•„-•�•. •-j00,� .�' • . t i .. \ \ i M11 EXISTING DI _ \° / 4 •' e ' ' . ° e \ \ I I I { 1 / / REPLAZETMSSOUDTING__►GRATE-100.94' oS` °, • . •' / ,IIS .'t 1- ' '__- r • •• . \\ \ 1 i \ \ { } TRAFFIC RATED LID INV. 6' (N,Sw)-9868' _ ' ••I \•• , . - • N • •o a. r L ( } ! ADJUST WITH GRADE • ° 4.1 \\ ' :f' !-,i ..,% A. J° `1.� -°. " • mar TB( POSSIBLE FIRURE..IIi AS NEEDED. , 1 4! 1.. t / ° , • • tGQ73 e a • ' . ` . • RICE .BE�(.'IRQULAjIQN PUMP.jl w •- - - - \ ��I:CE I I 14,000 DOOR 1.15 ° • ?� \\ SCP ° �c .e• • • , •° • 4 ' _.. , - CAP't ►ylj6j(,94L{F�dr 4• ,,. -t,• \\`I \ t`I` 1 i� • \ • ,��� ° 'L.+ S /APER AIL11At* i I.. ♦ ° 4' �i ° 10O:Q0 •• ° , _ i\ - \_�� ' i. � STOP r 90.75 \ \ } ) 1 { EX -BLDG FF=101.15 a a I !10 • l ra % t 5' , • _ •* -- - ` - {' ` 30. 64011 FUA • , / ° ,. a 3 .78 , b- - - . - - . "' ;`: '" 100.-i0 4 99._ � �,` • \ {l�rj 111 � \ � \ \ i � ,' �1 12'D 1 ll GB ' 4. R _- - • a a - IRON i I EXiSTINGSSMH 10�I.t3 _ 9 _ �' fz4.5' •4 ° µ ". ; rio Q .atOD. �, 810••SWALE\ �` 1 p 1 i PIN.�TUBBED) i RIM= 9 3.98 , EX- _ -- - - xz•W -.a ..- .�� - _ �1�• . ti 1 • ', t�/. ° , • .. TM - 97.73 \ T LOC%TE AND 15• \ \ \ I 1 _ a° • • 4 •/ 9 gD ° 4 •- 99.75 -) ���N6 SS 96.18' �� i / m ,�¢Q �..•J1• / 15• e•• y / -� J r .. ° �\ i`�1E1 VEPIPIN�QT P \7 ---------------- - --- \• } EXISTING�''' I ADJU TE N1711 cR�.9�' O 1 T , • 9 '1 • ` j� ° /, 4 ' �- i6 \ ° °'.R60'• �\ ` .1 \ ( ) \ �L?` /� • a / j / \ / I GRI�ET HEEDED• INV. 6' (N. 98.30' f ' 0 '.10 _t_�i*� ...• • 1 . _ ..- 1 74 --- �� ,�+I` .j \ i ) WV 10](S) 8.30' iC C s , a 00.7li p -/ R30' 4,� . qP'- i ` ) �- ., \\\ i 4 -100.0--- B / / / / / I \ 01 08 .� ( 1 1 .�/ n�i �. a • , • ° _ \` // / SW .Cp ._ ,,5 .a ,g , 0 a.'•.,, .� , I . 15.3t•• / ✓ 1. ,�1 Y.f,3.1 , F. • n• a . • S +...••�1 \ \` \\,\ I' { / / SEE SHEET 4 FOR y0 �, ° 1' • ° ! j> i + ° •� -a •` 'i � _ _ �1 \\ S - o /"'e �\ 100.50 HANDICAP PARKING • • ° a • J �: I I . e • / (��0 IT' / �T I ^.ia ° < • • ( • r•5T •\� / °1 15 DOCK J I • • a 4`'Qk1,� \ \ ` NQ \ { \Yt17 ( 1 i a T1 ow • r:r s • .. ° 14 } I �\ 9@.30 \ \ c� 11` d � O TMIt RETAINWG•W � 4 •�le •�° / �� f �y ���� ��x r arti.� �' •1.�j• h ) 1,`, ` a \ \ \ \ / / .^ -" \ .. 'l• � •° PEN DETAIL .• •r 1 � / `�'re• �::� 7 � t S r i E a f�1M$�x` (' ° •• �y / // p0 - .._ LOCATE AND REMOVE `' k d ° :I /4• j yf�dd°'y' s/ tzY.: 1 J� 4 �R• �', I. '. .j' • ` \ RICE �� �� { \ }� / / / .10 x100:75 1 I M' SH�f4 •'° y "'r . x �� r�t t s, J • j ,) S \ \ •/ / / / ' EXISTING' SD' PIPE • . t, _ !! _" .1. • �' wt` • •. I ' \ .. ',t i �� / # ) STRUCTURE Tor; s �9 y cyF \{- A. / .i :, f / .n... -.:• ...• '+ 1 OUTFALL. a • ° • i ' • •d, 1 ° ' • �Z - i F"' '' `1 _ '!{'� i' a , . �j • 1' . • 1(.'::: 1 , • ` \ \� Y J \ �� `L� { '� PROPOSED , / / TRUCX DOCK •° p A / i' `- ! .. \ //" "�s, ai •W W 4 i .< • a• .\.` _ , ,o BRGE . •e.r°P.... 9 R6FLi1NWG WALL PER a A.< a'•a S �a;.x � c.: „ � v '4 l '1 t. • a \ \ F{=��9 � i // ' 1 \\ �. WAREHOUSE BUILDING-E4a ° d•1 e € '" f rh ,}<h u 1 1;. gbh •a' 'W4• / / • ° r'% •.� I �i t „aka r a� s R10 ••P' Z R20' I .a `, 97.75 \ 1 / ) r,.' 97.f6' e• ! ) ��' h`;9 -if � !}•,. a`.u•* � "71� s�.'ii'v v 4 � D . •a gg \,_ INY WAREHOUSE • ° 1 • a • • � i 1 .° 'a'E' K F t- r.:.-S`Yf � rfs • e . i I 'i�b • ' SES SHEET FORISIM • / 4' \ EXPANSION I� S°fr 5 y p. �) PARKIW O .-'101.15 _ ` \• t 4 �I / i� �i-`�f� ' �iH� } �, s� SEE 9HEET 4 FOR 20+ � D ° i T // oh \ _ •�+ j j . �.1 •• • ., ° • - 100. I 54 r Vis- t fad F, j 1'� 3 i §wdY HIWDiCAP PARKING i i i 4 •< . / 4 / Q �• \ tit mA" ! ° • - 4 • • •` b t / 4 • ,�) s yf N s� f Cj "3 JO ` DETALL S ) / a . �, I • ) t $ i •-..r \ //w. -.Gr J I �`` .. e• •.i / 1 / +r,. IFy`;��+f 9� • 4£ ` 'd \ RICE TN :LU J ^ ♦ RETQIa - • W Y ?4``'y L* .r x' " }', �`, 1 n �\ \ ♦ CA TOP - 99 30 w �TU124" SD PIPE 117 APPROX. ItNtE POINT -ME' SOUTH. INV-- 9&W IN 24. 9TORM'AN < I I PIAODPE ''L.oc TE oOsnNG ANGLE Powr�.. ^WF ♦' • OCAFLOLA36' OCA �C SDDI. LTE FLOWUNE TO .,- -. •.► ... •.• ACCEPT AREA DRNNAGE � ti �GREENOUSE R n I INSTALL 38• SODI --'fPRQZKNOO(OUTFOR �TU124" SD PIPE 117 -ME' SOUTH. INV-- 9&W T5\DlTCH_FR0M I 1 I ) I , I : 1 t ( i �GREENOUSE � 1 t3 I 1 i i GREENOE1 I I^ I .M. ry:f•T'-•w- i µ..ms, �('O(�M►� i (�LJ!Wuri� 1RTL�e6Nl1�cT1. . V � 2 o. 68511 Exp. 9/30/11 s9�F CIVIL�o�aNZr OF EN.� z PER DETAI ; 9 / x l :s f w x« :. (; 1 I \ •, R13' .-REMOVE EXISTING SD 067ALL 8• TRENCH DRAIN FULL FORj , `• • • ° � FA PIPE FROM WTFALL LENGTH OF DOCK SLOPE AT jX e x1 Y, - f MINIMWA TO PUMP BASIN. {MD100 �: ! 6 e�-� lc4?aS ;'s _ - to e T j TO FIRST SDDI BY ABT INC OR APPROVED EQUAL) , a, • °� / / t s - _ 'r' ' J ( ( ` � 6' 4 R13' • •` • •d ` •.c2 . 4 / .'�; ` •'i ��r rF� �. `.+#:c µ' , j1.:1 +� ° • , , \ `\� RICE • •� p f�;�> ��-------- i }:i , ° \ �, PLO INSTALL 111 24• CATOIf Wwn \f 4 2§ Y N -� R_ _ r r /�i } i ` ° 4 \ \\T'� �'. AS NEED}�FDR MP OPERATLpIS), SITE FUYP R / /�wua d Kr �•° ? - -- - 4Q'V' o'V jj(( DISCkTARCE PERiRACTOfT J1DND8ERC'" 1 7�C ° - :I / a \ , #2 ( 1 I 0 W • T OPERATIONS. INSTALL PER MANUFACTURERS o � • � ).,, I � mac' •° ` \ � i0R E a}.:... RECOMLD"TIONS._DWSSCN/�& JMME01l �;\\� e/ t i :.►- {8• , { _WUTFf WTO _ SWALE ABONE_Ei c a 1 ;v; 8i - . _ w 1 20' 4 • • \ i I I _ - I !- t• 4 V' 98.40 _ �. ... ':7j.• t.., J. � .. .. .. _. .. - x.1..1 .. - .�:^. , t�lr�... ..,U„ ••- 'T """. , • 4 • , . .. .. / .. .. :a .. - _ .✓Q _ - � as � • _ \ \, 1 l , ;� 1: 1 .. 2 / •.� ,`r :7ayT i t4i,,� ; iy f - .� . r .- - • ...I i �•41,0 • \ \\ + I> +,.• { i I } .. J T00 80 / 'JO r r 7 ■ A R20' p • t i i .:•,1' �w AC '��� , ���r; �p1v�E AND I'' ; * a `�•` IIA �,- °• ,89a O i E = z qx i ? ' FiF1b PIG {TYP) 101.75 97.7°; 0 3 I • • - 1 FL10 X4"3 BMW L00-00 R10' • `"�'• L , i ( ' •.; SIM , Jn W FL SEE SHEET r FM �o�?��o�? ,O•��t.1,i.`} i fdQNG 'o, Jo, J wfi .:5'`s ^ 1 't '' 1 •.b °•• , •0D .° 1�•�' , I i DETAILS 10 HANDICAP PAJ, v ly wz?T • 1 • (' :•' 01' • " ,, 7 o. ,J,L=` p.• nr i 4 ``t:n.,{, ♦ 1 �+�''�` !' 1 .:, il, i .° • • o -4 S �_. *.r�, ` � • • • t= f •� ji i : � r� • • • .-=, •T i :L :{1 y`, p r d 1 Y` t0 ` f . ' y,• n ?{i' t e. i{ r • _,2,4}�f J • ' a (zovER :t FLOW PIPES WITH ELBOWS 1 IN, PER DET SHEET ° o 4 t t 1., 1. a S l M,Y d Fi 4 • ° 100.40 9F1 • `� • ". fR Jig ?�3; n �KwT i �o�' • ^ '' 10'•• <'�p •�:° I Ili it - CO - -I-- 4 , ---E ,- 4 i :I; -". i _ i--- T -}T l ( CONNECT TO P09RBLE FUTURk�i ' }, ii `' I` I 1 1+J I qE _pRCU II ; 1 f CAF REMARK BOyH Designed: RMS Revision Date Drawn By: RMS Approved: Date: 4-21-10 Xj FIV ° � i t 111' � ii •• �`\ �/�! f�/� i - r' • I Ili t i ' • 4 \ ` �1 T i " . I } ►� �•, t SSCO ^ SMR CAP V CONb{UI ` NEW OFftCIES a MS010 CENTER .. a •„ R10,,• (BULDNi ' 3 PAD -M ARCHITECTURCAL SECrAW z1G4TDT.ToTW. ,•° TO FUTURE BLDQ cow ' ' R 50' f` BADE TO 1 ! a . '44 00 lift 4! CONDUIT (BUILDING I III , 4 , • • '`� / >/ X PROPo n TO R 101.76 97. 3 WTO .IOiNT , • ° 9@.10 4' z j + '• FLIS I 1 Il 1 uF ,hY p�J ✓. %� , 02[� a ..11 yp • ° • .1 i fk ss 200 • 1 F ! qO' ADM By l 11 Mission Ranch Blvd. Ste 100 LUNDBERG FAMILY FARMS Chico, California 95926 ���("�, fY1f V Civil Engineers.Surmoors Phone: {530) 893-1600 Fax: (530j 893-2113Y AY RICHVALE, CALIFORNIA Chico, California. Web Site: www.northstareng.com 1 1 1 ,r{ 1 1 11 PAIN UNDER Aj�UNI� FIBER ORTiC COMMON L�E 1 1• 1 NMTH GRADE AND UTILIT-C-2 LUNDBERG FAmm.Y FARMS, EXPANSION N Job MYMB! T - a0' Scale �1 A $Iqe 2 Of 5 e aB-DR Flw.z. VxL I. 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( 4 .. • ` ��• _�.--r•-=- W.-- .;;: • - ..\ k - w 1 S) : /�f. r / lOi. :�� :! ! a ° r' •�� J ..--+�.--W.9' • ' ' t • \ iI \ 1 i I IN 12"•f►.w%:f900' :{' ,;r'� ,r , ;1 r• +:.F �i �.-r --r- ..'),,., ;a ^..�,-- `�'-. , d jllr -:��\ �: \\.� PE�11T# / kIl I 1 E •-1/ 7 8' I A. a iiFPIACE E10b.� EXISTING (X 1 • � . �• 3. j 4• r . �' � +,r :. •i tl.. • 7i „A f � . ` \ -- r 1 /I : w '6+ f• 1 9 ,.9, / I """ ► cRATFr»1oa94 ; • ' . "' �. : •' '� . ;>'= -t r .: -4i :a,�.-t i. a. r: -' . ;' Y :. • l l \' I 1 ! i I �/, • /. t , ( f •1..� ` + CRATE MI1N San !„ •: �,. A -� .A tet? , �.� •�� "+., •. r y. .►... a% . y :' : f . \ ,. \ ik \ \- T ._ , \ \ \, \\ a3UTTE COUNTY DEVELOPMENT SERVICES I k i I l k i i ^Y : ' �' • , I'. a a f r` 1w�fPic RAm� u9. Nv 8• (Ns w}.WIli ,r •'•t 'L: '1 .; •-• • ..N _ x _ •„ 3 • • Y _,.• sr/., . . +,..4'.• 'tis ' '• ,` , \1 : •• �. \ \ ` \\ 1 I 1 I r ` , _ - •I , \ik \, VIEWED FOR II 1 I1 l , ,(' \ ♦ \\ 1 ' I • p I AD.�IST VAIN GRADE • j1 tl. A, • ' ., ,r • r- ^+: ...• L ...�swo� 5 - \ �,('� ..f �' .i . . •• I. ASNEHDJfD. 1 \'';•: \. ,1}. / ;� \ '~ �., : \�tt't• .x•90`'•. F6CE. HtIM►_,,_- __ -�� .V I}�"fs••.: 1 ,. •``'"---\ \\/'�% p(� (` i r 1 k 1 1 1 I / I O .4•a I` ♦Y 1. \.• f.f \ \ , \ ��JDL.� 'n ! `'�-+ i i /) • .I'' I i, \. ,.fie• ,,i ll,;; \ • \ d ,, .,. +� W .._ r-;�. • : v `s.ti'' j 1 1 \\\ �oiVIPLIAIVIiE 1► f U t I I I I �/ 1' � •'!' �4+ loses a IR •.�'''� ''r 1 Lt' �`. �.. �' '••- .. �r � -" �\ \\ `\ \t ,. r ♦�. ♦♦ \�\\\ DATE ik 1 4 . i �' a•') FF d •• •i''�3 �,i •,!1: / `L�C:C. ,� 7 t p� /r.� .' -- ,, \ �- x.11 ' \' `\ ` \\\ ACCEPTED BY BUTTE COUNTY 111 I 1 , '.10tL'� • .r' Y, $ •i \ a•' \.' I' ^,' , , . _s ` 4„ Z-a�. ",y.:. r . ••.. \-\ ( `\ i .`S li A .lAi - '`� ` \\\ ( 1 d+. • I. Q• +• Y• :�,; IN I.. II�'y ^!a 1.,- • �' '� =4'K :� : 12,, \_` \� 1 I 8T11 9 . 1 \'"\ BUILDING DIVISION AS A PART ❑F I i ( 1 1 �' • •. •n .Q •''! •a 4''•.II 17 • /trt"j .tI!: d.. .�' f1. _ �r rr� j +. 1�> . ` "w...,w \ PLANS. REVIEW AND k k 1 1 1 kk • •'. -7-' , ,•>si 4 I . \. �1��ii� IFF-101.15 •1111111.;. /, • �• .' '• ;•' :. -��5-^ ^-_ _-� 9.rj'-""100_ ♦ '-•1 1 � 1 \:. �/ `\ APPROVAL IS GRANTED BY AN❑THER I 1 , 1 i 12'R�" tl. . • •./. Jr �'. f ! 4.. �. 11 i •' 1-.:::- ^A^^' --= .L:-`:�•-'T •` ? •..r.4••.a�;.a r \ \ 1' \ % `•,. 1 . • . . \ � \ D IRON AGENCY OR DEPARTMENT FOR THIS Iii , ' • E9lISTINGSSAI / ~ n/ / / / // / / / / •r/ / .S .. • a �'''.1.'II itj •a• a' i/// - r :.: y..ea ae1 ••,f. �:' \,i -N `sem` r il%, 1 1 1 :. t \� �`J' \f�� ITEM k I I r k 1 �)4� H , 1S)(la3• ,�.�s; .�.1 I, , 47- 4:, .a ,.1. a '.d�/,t �. .d • ` : u)dAiE'ANb . -'�•\ . • . / \ ♦ \ \ k k 1 (f I /I , . Rim(-cSEj:98' 1.� I aC .§w- .: . a • r 4 I 1i1'. tfY ' y v a• •r A •:a :•'75 \ \\ \/ •t .... -iLB. N:E 31+/)d 9&1t3� ` / , : 91'' 11 :.'/ / :• 1.5. •. / r �•' i .•: } \.\ / - V, '� 1 1/ I ! 11L.!L.:�.11/1 .1111LL/� r---'- 1u,�= .. I I .. ,t 4. / 1 .. r, . \ , / oo / I . , - .,l n .. .6 S5 \. - /• EXI5tiNG DI, :. •: . 4')t II)It.!' t! P. a ~4:' W \I \ \. � . . $\ i , 1 A . ,. 4 \ •al =. \ A r :•' i. 't • \; /1 1• r'(• •t •„' « 'R 'r '� I •�� \. . \ i k l __" ___ ..,-- _._, . _;.t 114 ..,� .. ,h' / \ ,IS, -•--••. GRAiE o09� , a •%. �)rrili' •T .r1 j ; ,• •-' c.:• /� ;&: 1.,,.a.; -T•:+ ,� ' , i' • \�-,:%I `: F ADA RAMP' GROOI//NG DETAIL ✓ nplGAL 18" & 24" FLA T GRA TE DRAINAGE INLET M SHALLOW STORK DRAIN PIPE IN ROADWAY R TYP/CAL' BIO-SWALE. A TYPICAL ASPHAL T !?OAQWAY SECTION NOT To SCALE NOT TO SCALE NOT TO SCALE NOT TO. SCALE FOR USE IF SToRm DRAIN PIPES (0LJ151DE NOT TO SCALE To PP �T SIPHO NOTES• um OF COUNT FINAL HAVE Q � �PAVEMENT SECTION PER PIANS. ROADWAY SHOULDER VEGETATED ENO-SWALE VEGETATED CONCRETE VEGETATED j T RICE FIELD CONCRETE VERTICAL CURB V44ERE SHOWN ALONG THE TOP OF THE CONNECTION PRECAST DROP INLET BY SEE DETAIL "C' FOR DIMENSIONS POINT BETWEEN THE RAMP & SIDEWALX COOK CONCRETE PRODUCTS. INC. CONCRETE TRENCH CAP MAY TYP 8' TYP 3 TYP 3' THE CONTRACTOR SHALL CONSTRUCT A 1' 1' WIDE STRIPE OR APPROVED EQUAL _ ._. PROJECT INTO BASE ROCK. WIDTH VARIES . , " " WIDE CONTINUOUS STRIPE OF GROOVES AS SLOPE "A" 1. x+ - _ 3.5 TYPE A ASPHALT TO �.. C" (530) 243-2562 7 MIN. �+ - 5 . SHOWN BELOW. GROOVES TO BE TOOLED • " CONC. W/ SEAL COAT IN CONCRETE I�QI SAWCUT AFTER A BASE ROCK INSTALL WARNING TAPE VATH CONSTRUCTION. " " GALVANIZED FRAME AND METALUC TONING GORE. 1 UO 1.25' TYP SLOPE VARIES 1 /2 I-- "') i'-'1 /4 , GRATE, TRAFFIC RATED i2'' S' ;PFR CALLOUT BELOW. 6" MIN. , • �,ONCRE4£ ("-1 1 2 (ADA GRATE REQUIRED IN ►R �•_j_"CMMtM SLURRY MINIMUM 5 SACK MIX- p1Ap�;. /4 ° ° r ": " I CAR£ MOTTO ALLOW PPIPE TO FLOAT. NOTEBA"FILLS:i 0 1 �J `w R ,•�: ;:•;;:• PEDESTRIAN AREAS) 1 1. B!O-SWALE GRASSES dt MICROBES LIVING i� �`� ►., . :. r. , �i;� IN SOILS CAN OVER TIME BREAK DOWN HYDRO "' I CONCRETE SHALL BE OF----, CARBONS AND OTHER POLLUTANTS. INSTALL {2) 4" OVERFLOW PIPES AS SHOWN, VARIES •'� _ •+ STORM DRAIN PIPE HDPE - TYPE 4 TYP SLOPE AT 2x MINIMUM. 90' FITTING WILL HELP STRENGTH TO MEET » `� `` III DRAIN � TRAFFIC RATING BELOW. " „ B MIN :��',,: • .. •� t.- "S" (SMOOTH fNTE'WOR) ENSURE THAT GLEAN STORM WATER IS ALLOWED 10" CL 2 AGGR. BASE A -r - _- 2. BIO-SWALFS ALONG THE MIDWAY ARE INTO RICE PLOTS. HEAVY METALS FALL TO AREA ; _I f I. _i BEDDING PER PIP£ MANUFACTURES SIMILAtR TO DETAIL ABOVE, EXCEPT THAT BOTTOM OF BIO-SWALE, HYDRO CARBONS WILL G TYPICAL ACCESS/BLE PARKING DETAILS RECOMMENDATIONS. COMPACT TO 95% RC. MINOR SOIL FILL MAY BE NEEDED TO GET THE 12" SUB GRADE &ALL FILL DRAIN PIPE.. SEE B 22" MIN. TOE OF THE MIDWAY EMBANKMENT TO GRADE FLOAT LE TOP OF 'WATER" UNABLE TO EXIT THE COMPACTED TO 95% R.D.. . NOT TO SCALE '; ` I I PLAN FOR SIZE TO DRAIN INTO THE BIO-SWALE. 81-SWALE THROUGH THE OVERFLOW PIPE. M I I AND SLOPE " r. ► 3' WIDE TRUNCATED r ADA GROOVES, KR DOMES EXTEND THE FULL O.FOR 1' 'WIDTH: : • EAn"Y PL W COUM B TYP/CAL TRAFFIC RATED CONCRETE SECTION LENGTH OF LANDING, RAMP SLOPE NOT TO 45CO'LIT PIPE IN PLACE N TYPICAL MINOR DRAINAGE DITCH EXCEED 8.33% . OR BE E-1247. E-1087, AND E NOT TO SCALE • ISA' PARKING SIGN (R99) LESS THAN 6.67% PLM NOT TO SCALE FOR EXISTING COUNTY IMPROVEMENTS SEE PLANS ON FILE AT THE COUNTY OF BUTTE. 1 -00X ISA PARKING SIGN E--2255, E-1506, E-1482, --2462. 1'-60. OVER VAN (R99) STANDARD CONCRETE VERTICAL CURB WHERE SHOWN ACCESSIBLE SIGN 1'-0" X 1--6" GRADING PLANS CALLOUT 4' TYP SEE DETAIL "C" FOR DIMENSIONS (R99A) STD. 1'-0" X 8", THIS DIMENSION AS SHOWN. ' 10 0000 ,___ 1oo�0a 1x►�n I CQ TIQN NOTES 7" THICK CONCRETE 0 00000 F%1 N DI ' �'f I • °° 3000 PSI 28 DAYS TYP 'rj_ 1 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF BUTTE IMPROVEMENT A t 1 -4 MAX I SLOP ANY. DIRECTION IN � WALL 'B" " TR6Fna RATING : I) I =_ t a STANDARDS AND SPECIFICATIONS. (APPROVAL OF COUNTY DIRECTOR OF PUBLIC WORKS OR THEIR -III( 4' STRIPES ® ACC BLE STALLS OR 2s" 4" 18 H2O 1- MIN I: 1.5 AUTHORIZED REPRESENTATIVES IS REQUIRED.) CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS (---III o a • °• 36" O.C. (BLUE LOADI G AREA NOT TO 36" 6" 24" H2O POSSESSION PRIOR TO COMMENCEMENT OF WORK. THICKENED VEGETATE 4 0�: "`. • '� 'a"'; °"�' : " . BORDER, WHITE EX 2R MAX 48" 6" 36" H LOW GROWING GRASSES. EDGE PER . INTERNAL) -III 2. PRIOR TO THE START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTE BELOW �� C3 a v o 18 MIN 3 FE ERAI. ACCESSIBILITY CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL S OL (WHITE BORDER UNDERGROUND FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL aQ co % ' v o Q Q & CURE) (BLUE UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE " - B GROUND) K CMU BLOCK RETAINING WALL DETAIL (A T TRUCK DOCK) O RICE BOX WITH ORIFICE CONTROL WEIR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CAL. UNDERGROUND SERVICE ALERT (USA) 12 CL 2 ISI I =111* NOT TO SCALE AT (800) 642-2444 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. AGGR. BASE SSWHITE NOT TO SCALE 12' SUB GRADE & ALL FI #3 REBAR AT 12" O.C., 3" (TYPICAL) 3. AC IS DEFINED- AS TYPE "B' ASPHALT CONCRETE r .MAXIMUM MEDIUM GRADING. COMPACTED TO 95% R.D. CLEAR MINIMUM. 8' MIN» 12 CONTRASTING,,-.--GUARDWATER CONTROL WEIR PER RICE 4. AB IS REFINED AS CLASS 2 AGGREGATE BASE rMAXIMUM GRADING. VAN SPACE LETTERING (WHITE) RAILING PER ADA REQUIREMENTS (TVP) BOX MANUFACTURER - REMOVE 9' M 1.� i�C•KEN ALL EDGES OF CONCRETE SLABS AN EXTRA 2' FOR A MINIMUM OF 12". W 5' MIN O.C. WHEN'RICE IS NOT 5, CALL BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS AT 538-7681 TO SCHEDULE INSPECTION 2. INSTALL CRACK CONTROL GROOVES AT 10SQ.C. BOTH WAYS PER SOILS REPORT.. REGULAR SPACE ROUND GROUT CAP BEING FARMED FOR WINTER. AT LEAST 24 HOURS PRIOR TO CONSTRUCTION. 1PARKING SIGN SHALL 8£ INSTALLED IN' A VISIBLE LOCATION AT ALL ::. .: .:..; ::...; SIZE OF SD PIPE OUT IS 6. ALL NEW DRAIN INLETS SHALL BE LABELED WITH THE COUNTY APPROVED DRAIN MARKER PER ACCESSIBLE PARKING SPACES. AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" VARIES PER PILANI (2 CONT., TYP. ' ' THE "ORIFICE OUT" USED COUNTY STANDARD 5-40. SHALL BE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY AT EACH SPACE TO THE AT TOP OF WALL °' IN THE COUNTY SO 7. THE CONTRACTOR SHAM REQUEST CONSTRUCTION- STAKES FOR ANY PARTICULAR PHASE OF WORK C TYPICAL if,�RTICAL CURB DETAILS LEFT of AN s' OR LARGER. LOADING ZONE. $" CMU BLOCK DETENTION POND CALCS. AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHAD. REQUEST A • (VDT TO SCALE 2. THE BOTTOM of THE LOWEST SIGN (ISA OR VAN) SHALL BE A MINIMUM OF 7'-0" APPROXIMATELY 'r . FORM � GRADE STAKE PRIOR TO PLACING OF IMPROVEMENTS. 1" ABOVE THE ADJACENT WALKING SURFACE. 12" WIDE GRAVEL 2'+/•- °. LPERMIT# 8. NORTHSTAR I~IJGtNEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STA,KE0 BY OTHERS. R-" » " 3. SEE CALTRANS "2006 REVISER STD. PIAN RSP A88A FOR ADDITIONAL NOTES /4 AT 18" O.C., HORIZ. BUTTE COUNTY' VELOPMENT SERVICES 6 R=1 FG SURFACE " L•0 9. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING DETAILS. MI5 AT 9" O.C., VERTICAL REVIE LVED FOR ERRORS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR RE -STAKING AND VERIFICATION DF * ADDITIONAL ACCESSIBLE ADA DETAILS SEE ARCHITECT'S PLANS " �' RICE BOX TYPE BODE jMFaL.IARICE PREVIOUS STAKING. THF ENGINEER. ASSUMES NO LIABILITY FOR THE casT INCURRED FOR THIS a• 6" R= "R= " FOR ADD 4-0 MAMATERIAL pER�E BY WORK.G SU ACE EQ- DELETE HEAD JOINT 32" O.C. FOR WEEP LUNDBERG OPERATIONS FLAN 10. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND " FG SURFACE TYPICAL UTILITY TRENCH - SD, SS, WATER CONCRETE PAVING PER OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED 18 ,• H DETAIL B THIS SHEET DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 12" NOT To SCALE ,. .•. • '• ' �' TRENCH CAPPING OR a •.. a WATER CONTROL WEIR ACCEPTED By BUILDING Di ISIa AS A PART OF 11. ALL PERMITS NECESSARY FOR THIS JOB ARE TO. BE ACQUIRED BY THE CONTRA ' : , . • % �. .., :.. •: _ ADJUSTABLE HEIGHT AS 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. ' HARDSCAPE SURFACE APPROVED PLANS. REVIEW AND VARIES PER PIANS A�---' ' NEEDED FOR FARMING. APPROVAL IS GRANTED BY ANOTHER " 6» • I "" AGENCY OR DEPARTMENT FOR THIS 13. TRENCH SHEETING. SHORING AND BRACING SHAH BE INSTALLED FOR ANY TRENCH OR BORING 7 �„� .., - - AND JACKING PIT FIVE FEET OR MORE IN DEPTH. SHORING SYSTEM SHALL CONFORM TO THE _.. -. a • ` ' I ITEM LATEST EDITION OF THE STATE DIVISION OF IN SAFETY CONSTRUCTION SAFETY ORDERS. 6" VER%/G`AL CURS FLUSH CURB - -01- ~ ^ 6". + •. • .y I SECTIONS 1539•-1542 PURSUANT TO STATE ASSEMBLY BILL NO. 150 DATED OCTOBER 2. 1973 AND lot • a'` °,' : ' :a ' N• ' .: X64 O 18" O.0 I GAL OSHA STANDARDS. 24" MIN. I a Lam, I p• PAVING1. ADJACENT TO CURBS SHALL BE FLUSH WITH THE BEGINNING BATTER OF _ BACK PER CALTRANS Com• "'" ° j + 14. IF, DURING GROUND DISTURBING ACTIVITIES, ANY BONES, POTTERY FRAGMENTS OR OTHER EXCEPT SD B POlEN11AL CULTURAL RESOURCES ARE ENCOUNTERED, ALL WORK SHALL CEASE WITHIN THE AREA OF CURB FACE. -INSTALL ^I I I r SPECIFICATIONS "� 1 I- ) ; i 2. INSTALL �" VIDE EXPANSION JOINTS AT 48' MAX. INTERVALS AS WELL AS RETURNS I I I DRAIN PIPE, SEE THE FIND PENDING AN EXAMINATION OF THE SITE AND MATERIALS BY A PROFESSIONAL AND SCORED CONTROL JOINTS AT 12' MAX INTERVALS ON ALL CURBS. PER PLANS ^I I_ �Ll i ,- " I I PLAN FOR SIZE ARCHAEOLOGIST. THIS PERSON WILL ASSESS THE SIGNIFICANCE OF THE FIND AND PREPARE �» I I AND SLOPE APPROPRIATE MLTIGATiON MEASURES FOR REVIEW BY THE PLANNING DIRECTOR. ALL MITIGATION " •w ^` >*= i :. INSTALL WARNING TAPE WITH - MEASURES DETERMINED BY THE PLANNING DIRECTOR TO BE APPROPRIATE FOR THIS PROJECT SH ALL 12 MIN }i NOTES: METALLIC TONING CORE PER : • BE IMPLEMENTED PURSUANT TO THE TERMS OF THE ARCHAEOLOGIS S REPORT. " 1. DO NOT PLACE BACKFILL UNTIL GROUT HAS CURED 14 DAYS MIN. D TYPICAL NON--- TRAFFIC RA TED SIDEWALKS -_:. :.. SPECIFICATIONS. 18" TO 24 2. PROVIDE SHORING FOR WALL WHILE COMPACTING BACKFILL. " GROUT PIPE 15. PADS ARE TO BE COMPACTED TO 90% RELATIVE COMPACTION " �•,r ;..s ter. ABOVE TOP OF PIPE. 3., 8" CMU: fm 1500 PSI, 12" CMU: fm 2500 PSI MORTAR fC = 1800 PSI TYPE S" 1N PLACE NOT TO SCALE - ,�.•'trr:"..� �=•�r t . • j n y� ,` sN 16. EXISTING FACILITIES IN CONFLICT WITH IMPROVEMENTS ARE TO BE RELOCATED OR ADJUSTED 4" THICK CONCRETE 6" MIN ��•�� 3000 PSI O 28 DAYS _ UTILITY UNE PER PLANS GRADE AT THE DEVELOPER'S EXPENSE, 1/4- R. - = _, L1 '--WATER a` 0900 PIPE OR DUCTILE IRON 1 4" R. 27. SEWER =PVC (SDR' 35) .. 17. ALL STORM DRAIN PIPES WITH LESS THAN 2' OF COVER SHALL BE BACKFILLED WITH 100 AB / --- 18" MIN. STORM ¢+ HDPE TYPE "S' (SMOOTH UNLESS OTHERWISE SHOWN ON . `^I I �_� I I �"�' ' �� -` �• �r .' .._._ r INTERIOR) - I 14 , ' ; I I I= I I P TYPICAL GRA WL ROADWAY SEC77ON _, I I- •� • :. :. • ..�, .. ` " • I ISI i (_ L FIRE" WATER LINE THRUST BLOCKS I -I I 1 ,.5.•; .v:i�l :;�y.: J, :.• �..?: ,' I ION PLAN :� .- ,_ i�,r 1= ' NOT To SCALE NOT To SCALE DUST SUPPRE �,..I,I .... I .. i i_ NOTES: S I I i M 11 I• 1. FOR JOINT UTILITY TRENCHES SEPARATE LINES BY 12' MIN. HORIZONTAL 1. 'CONDUCT DAILY CLEANUP. 2" THICK SAND CUSHION OR CLAS'THIS PRACTICE.: SHAM INCLUDE REMOVAL OF MUD AND DUST CARRIED 2 AGGREGATE BASE. COMPACTS" 6 XB . 10 GAUGE WELDED OR VERTICAL WHEN CROSSING LINES SEPARATE BY 12 -MINIMUM. ONTO STREET SURFACES BY CONSTRUCTION VEHICLES. SUBGRADE TO 95% RD. WIRE' MESH CENTER IN SLAB. 3' TYP -' �I 2. SEWER &STORM WATER ARE NOT TO BE RUN IN JOINT TRENCHES. I 2. COVER HAUL TRUCKS WI1N TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES, EXCEPT CKEN AlEDGES OF CONCRETE SIDEWALKS AN EXTRA 1. " FOR A MIN OF 6". MAINTAIN 5' SEPARATION TO OTHER UTILITIES (TYPICAL) SLOPE VARIES WHEN LOADING OR UNLOADING MATERIALS, 1 T 2. INSTALL SCORE AND EXPANSION JOINTS PER ARCHITECTS PLANS, EXPANSION 3. BEDDING TO BE COMPACTED TO 95% R.D. JOINT'S EVERY 40' MIN. 3. LONGITUDINAL SLOPE NOT TO EXCEED 5% (EXCEPT ON HC RAMPS), TRANSVERSE SLOPE NOT TO EXCEED E TRUNCA TED DOME DETAIL / 12" LANDSCAPE DRAIN NYLOPLAST OR APP. EQUAL NOT TO SCALE GRATE PLAN NOT TO SCALE TURF AREAS: 10 ALL DETECTABLE WARNING. SURFACES SHALL OOOOOO QUCTI E IRON (H-10'& PED. RATED) �--+-I +- 0.45" TOP DIA BE 3' DEEP BY (WIDTH AS NEEDED) CAST IN MULCH AREAS PLACE PREFABRICATED TRUNCATED DOMES. DUC�IjON. (ATRIUM STYLE) my0 w, " o MADE OF OO O0� HARDSCAPE/ SIDEWALK AREAS: - 3130 VERONA AVE 0.20 O 2. TRUNCATED DOMES SHALL BE PEDESTRIAN LIGHT-DUTY BUFORD, GA 30518 -►� �-"- 0,90" BASE DIA CAST IRON. PHN (770) 932-2443 -rHFRU113T BLocK sCHEC3ULf1= I I 126, , PIPE SIZESIZE FITTING SOFT(AW Y A B SOIL TYPE WIN "Da A B ROCK A B - _ PLUG OR EN 3 2.2 2.1 1.5 2 1.2- 4. THRUST BLOCKS ARE DESIGNED FOR A MAXIMUM' OF '200 'PSI WATER 90' ELL 3.5' 2.5. 2 1. .1' 1.56 6" 45' ELL 2.5' 2' 1.6' 1.5' 1.5' 1' THRUST BLOCKS. 221 2' E 1.7' 1.5' 1.2' 1' 1' ' NOT TO SCALE TEE W/6' OUTLET 3' 2.2' • 2.1' 1.5' 1. PLUG OR END 4 2.7'---.2.6 2 2.3' 1.5' 90' 4 3.5' 2.8' ,5 - .53 . 8 " 45' ELL. ' 12'y 22 112* ELL 1 , TEE W/6- OUTLET 1, , NOTES:vC? 1. ALL THRUST BLOCKS SHALL CONTAIN TRUCTION I I 126, , 3. WATER ALL EXPOSED EARTH SURFACES. THIS PRACTICE SHALL BE CONDUCTED Al A MINIMUM NJ THE LATE MORNING AND AT THE END OF THE DAY.— FURTHER,' THE FREQUENCY OF WATERING SHALL 5 SACKS CUBIC YARD.- I ISI I l INCREASE IF REQUIRED BY THE BUTTE COUNTY AIR POLLUTION CONTROL DISTRICT AND/OR COUNTY 2. CONCRETE SHALL NOT EXTEND ONTO - _ OF BUTTE. FLANGE OR ADJOINING PIPE. 3. THRUST BLOCKS SHALL BE POURED 4. ALL CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE WHEN WINDS AGAINST UNDISTURBED SOIL. 8" CL 2 AGGR. BASE EXCEED 20 MPH AVERAGED OVER 1 HOUR. 4. THRUST BLOCKS ARE DESIGNED FOR A MAXIMUM' OF '200 'PSI WATER 12" SUB GRADE & ALL FILL. 5. THE AREA DISTURBED BY DEMOLITION, CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION PRESSURE. COMPACTED TO 95x R.D. OPERATIONS SHALL BE MINIMIZED AT ALL TIMES, 5. FORMS ARE REQUIRED ON ALL THRUST BLOCKS AND ARE TO BE 6. PORTIONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN A PERIOD OF 3 SUPPLIED BY THE CONTRACTOR. ALL MONTHS SHAD, BE SEEDED AND WATERED UNTIL GRASS COVER IS GROWN. FITTINGS TO BE WRAPPED WITH POLYETHYLENE PRIOR TO POURING 7. ALL ON-SITE ROADS SHALL BE PAVED AS SOON AS FEASIBLE OR WATERED PERIODICALLY OR THRUST BLOCKS. Q TYP/CAL MAJOR DRAINAGE SWALE CHEMICALLY STABILIZED. 8. THE APPLICANT SHALL MINIMIZE CONSTRUCTION -RELATED EXHAUST EMISSIONS BY•MAINTAINING NOT TO SCALE EQUIPMENT ENGINES IN GOOD CONDITION AND IN PROPER TUNE ACCORDING TO RAISED TRUNCATED DOME FAX (770) 932-2490 - / CONS 3. COLOR SHALL BE RUST (CONTRACTOR TO www.nytopIast-us.com ' VERIFY ADEQUATE CONTRAST WITH CONCRETE). MANUFACTURER'S SPECIFICATIONS AND DURING SMOG SEASON (MAY THROUGH OCTOBER BY NOT R I 1$" MIN � ALLOWING CONSTRUCTION EQUIPMENT TO BE LEFT (DUNG FOR LONG PERIODS. 1.66" NYLOPLAST 12' HINGED GRATE OR' man N. ��� � _ 4. DOMES TO BE 'IN -UNE, , PARALLEL TO APPROVED EQUAL INSTALL PER - - 9. All ON -SIZE VEHICLES SHOULD BE UNITED TO A SPEED OF 15 MPH ON UNPAVED 1 66 CURBING, WITH A HEIGHT OF 0.2 , BASE SLOPE TO GRATE MANUFACTURERS SPECIFICATIONS. 10' TYP -- r LNG DIAMETER .OF 0.9',. AND TOP DIAMETER OF •. 1 K^ 1 10. RE -VEGETATE AND/OR RE -PAVE EXPOSED SURFACES. THIS SHAH BE COMPLETED AS SOON A 0.45", SPACED AT 1.66" O.C. (2.35" O.C. ON ;, , SURFACE _ _ _ POSSIBLE TO REDUCE DUST EMISSIONS. THE DUST SUPPRESSION PLAN SHALL BE SUBMITTED TO Q QQ' THE DIAGONAL). ��I' THE COUNTY OF BUTTE FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A GRADING PERMIT. . " , . t . " 3, _`I I� _ 3 MAX ;\ /\�� BI 't- ``• a:. 11. WHEEL WASHERS SHALL BE INSTALLED WHERE PROJECT VEHICLES AND/OR EQUIPMENT ENTER ` 5. FIELD SURFACE & TOP OF DOMES TO HAVE _,) I= 1.5' MIN 1 • . • . � AND/OR EXIT -ONTO PAVER STREETS FROM UNPAVED ROADS. VEHICLES AND/OR EQUIPMENT SMALL .; .._ .............. . BACKFILL MATERIAL SHALL. BE j �'' "A" -I I I_I A DOTTED TEXTURE FOR SUP RESISTANCE. NYLOPLAST RAISED TRUNGA�D DOME DENSITY OF 'DOTS IN THE FIELD AREA TO BE 12' TO 8" PIPE r'�\ CRUSHED STONE OR GRAVEL � � 1.5 BE WASHED PRIOR TO EACH TRIP IF NEEDED TO CONTROL FUGITIVE DUST. 30 PER SQUARE INCH MINIMUM. INLINE DRAIN ),,t F MATERIAL MEETING CLASS 1 OR _ _I (- 2 AS SPECIFIED IN ASTM B�,:AF�Ka DACE ..E � CAP 12. POST A PUBLICLY VLS161.E SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT 6. INSTALLATION PER MANUFACTURES " / 22321. BACKFILL'MATERIAL VEGETATE SWALE WITH I I III- REGARDING DUST COMPLAINTS. THIS PERSON SHAD_ RESPOND AND TAKE CORRECTIVE ACTION WITHIN SPECIFICATIONS. B CORRUGATED PIP SHALL BE PLACED UNIFORMLY LOW GROWING GRASSES. 1' I Yp 24 HOURS. THE TELEPHONE NUMBER OF THE BCAQMD SHAM ALSO BE VISIBLE TO ENSURE OR PLASTIC BASIN AS IN 12" UFTS AND COMPACTED n COMPLIANCE WITH BCAQMD RULE 201 do 207 (NUISANCE AND FUGITIVE DUST EMISSIONS). t 7. THE EDGE OF THE DETECTABLE WARNING REQUIRED BY LAYOUT. TO 90 - 95% DENSITY. 1 O ES SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" & 8", FROM THE ASPHALT y ReV�1oT, pate By .. NOTES AND DETAILS C-��' V Designed: RMS 111 Mission Ranch Blvd. Ste 100 LUNDBEBOG FARMS No. 68511 m � Exp. 9/30/11 Drawn ay: Chico, Cal�forn�a 95926 LUNDBERKU FAMILYFARMS EXPANSION * �. RMS .. MIDWAY Ctv��- �4 Approved: Civil n ineers..Sury ors Phone. (530) 893-1600 Fax. (530) .893-2113 ,o, Nom. scaleWA ShW 4 Of 5 �tvtl E 9 RICHVALE, CAUFORNIA WV0 9l� of �auF Web Site: www.no�hstareng.com Herz, vet. M* Date: �h�Co, Co��forn>�a � 4-21-10 S1-07tiy LUNDBERG FAMILY FARMS O �t C3� a 0 ti LCA 00 C-4 CD n 2E 0 Uj W fV co PROJECT DESCRIPTION DRAWING INDEX 71- PROJECT DIRECTORY The headquarters building for Lundberg Family Farms (LFF) is designed to be a GENERAL ARCHITECTURAL STRUCTURAL DRAWINGS- BUTLER STRUCTURAL DRAWINGS- CRANDALL ARCHITECT: FIRE SPRINKLER SYSTEMS: J F- ~ F_ O 0 TODD JERSEY ARCHITECTURE NORTH STATE PUMP LU state of the art high-performance reen building. The building will provide + g g• g p A0.0 COVER SHEET REV DRAWING N0. DRAWING TITLE S1.1 FOUNDATION PLAN SOUTH TODD JERSEY ARCHITECT F-- SCALE - comfortable working conditions for its occupants with access to controlled, full A2.2 FLOOR PLAN 00 D10-174113-00 COVER DRAWING S1.2 FOUNDATION PLAN NORTH S1.3 FOUNDATION DETAILS 1321 8th Street, Suite #2 FOUNDATION/ ENGINEERING CONSULTANT: A2.21 ENLARGED FLOOR PLAN - SOUTH 00 D10-174113-01 SPECIFIC ANCHOR BOLT DRAWING S1.4 FOUNDATION FOR INTERIOR FRAMING Berkeley,CA 94710 CRANDALL ENGINEERING spectrum daylight and comfortable thermal control at very low levels of energy A2.22 ENLARGED FLOOR PLAN - NORTH 00 D10 -174113-01A SPECIFIC ANCHOR BOLT DRAWING S2.1 MAIN LEVEL WALL FRAMING PLAN SOUTH (510) 528-5477 ANDY CRANDALL 00 D10-174113-01 B SPECIFIC REACTION DRAWING S2.2 MAIN LEVEL WALL FRAMING PLAN NORTH Contact: Michael Donohue PO BOX 124 input. What energy is needed will be supplied b solar electric panels allowing p gY pp Y p g A2.23 ENLARGED FLOOR PLANS 00 D1 0 -1 741 1 3 -WC SPECIFIC REACTION DRAWING S2.3 CLERESTORY WALL FRAMING SOUTH MIDPINES, CA 95345-0124 A2.24 ENLARGED FLOOR PLAN -CLERESTORY 00 D10 -174113-01D SPECIFIC REACTION DRAWING S2.4 CLERESTORY WALL FRAMING NORTH the building to provide much of its energy from the sun. 00 D 10-174113-01 E SPECIFIC REACTION DRAWING A2.25 ENLARGED FLOOR PLAN - WORKSTATION S2.5 WALL FRAMING DETAILS #1 CONTRACTOR: (209) 966-4844 00 D 10-174113-01F SPECIFIC REACTION DRAWING S2.6 WALL FRAMING DETAILS #2 NORTH VALLEY BUILDING SYSTEMS Contact: Andy Crandall A2.4 REFLECTED CEILING PLAN 00 D10 -174113-01G SPECIFIC REACT ON DRAWING S2.7 WALL FRAM NG DETALS #3 ANDY WOOD A2.5 ROOF PLAN 00 D10 -174113-01H SPECIFIC REACTION DRAWING S3.1 MECHANICAL PLATFORM PLANS To a large extent, the building is designed to regulate its indoor environment 00 D1 0 -1 741 1 3-01J ANCHOR BOLT DETAIL SHEET A3.1 EXTERIOR ELEVATIONS 00 D 10-174113-01K ANCHOR BOLT DETAIL SHEET $3.2 MECHANICAL PLATFORM ;PAN DETAILS %.., "It AtAltpo_ 4Lskr ,.M 30 Seville Court Chico, CA 95928 usingpassive or non-mechanical methods. These include the use of: p A3.2 EXTERIOR ELEVATIONS 00 D10-174113-02 CROSS SECTION ERECTION DRAWING 00 D10-174113-02CROSS SECTION ERECTION DRAWING CIVIL ENGINEERING DRAWINGS (530) 34 ACOUSTIC ENGINEER THE ACOUSTICS AND VIBRATIONS GROUP, INC A4.1 BUILDING SECTIONS oo D10 -174113-02B CROSS SECTION ERECTION DRAWING Contact: Contact: Andy Wood STEVE PETTYJOHN natural daylight in all spaces A4.2 BUILDING SECTIONS+DRAINAGEPLAN 00 D1 0 -1 741 1 3-02C CROSS SECTION ERECTION DRAWING C1 COVER SHEET SURVEYOR: 5700 BROADWAY, r control of direct sunlight and its heat so we dismiss it duringthe summer and g 00 D1 0 -1 741 1 3-02D CROSS SECTION ERECTION DRAWING A5.1 EXT. WALL SECTIONS 00 D10 -174113-02E CROSS SECTION ERECTION DRAWING 00 D10 -174113-02F CROSSSECTIONERECTIONDRAWING C2 GRADING AND UNDERGROUND (NORTH) C3 GRADING AND UNDERGROUND (SOUTH) NORTHSTAR ENGINEERING SACRAMENTO, CA 95820-1852 A5.12 EXT. WALL SECTIONS ca NOTES AND DETAILS 111 Mission Ranch Boulevard, Suite #100 (916) 457-1444 allow it during the winter; A5.13 EXT. WALL SECTIONS 00 D10 -174113-02G CROSS SECTION ERECTION DRAWING 00 D10 -174113-02H CROSS SECTION ERECTION DRAWING II C5 EROSION CONTROL PLAN Chico, CA 95926 F:(916) 457-1475 A5.14 EXT. WALL SECTIONS 00 D10-174113-02J CROSS SECT ON ERECT ON DRAWING MECHANICAL DRAWINGS (530) 893-1600 Contact: Steve Pettyjohn night time heat flushing during the summer to exhaust heat built u in the g g g p 00 D10 -174113-02K CROSS SECTION ERECTION DRAWING A5.2 WALL SECTION DETAILS Contact:Ross Simmons OD D10 -174113-02L CROSS SECTION ERECTION DRAW NG building during the da and replacing it with cool night time air. This re -cools A5.3 WALL SECTION DETAILS 00 D10 -174113-02M CROSS SECTION ERECT ON DRAWING MIA SITE PLAN, SHEET INDEX, HYDRONIC LEGEND g g Y p g g p A5.4 PARTITION DETAILS 00 D10 -174113-02N CROSS SECTION ERECTION DRAWING 00 D10-1741II 13-02P CROSS SECT ON ERECT ON DRAWING M2.1 CHILLER YARD, LAYOUT AND EQUIP. SCHEDULE SOILS ENGINEER: the building during the summer days. A6.1 WALL DETAILS IN PLAN 00 D10 -174113-02Q CROSS SECTION ERECTION DRAWING M2.2 CHILLER YARD PIPING DIAGRAM HOLDREDGE & KULL A6.2 WALL DETAILS IN PLAN 00 D10 -174113-02R CROSS SECTION ERECTION DRAWING M3.1 WAREHOUSE FLOOR PLAN, EQUIP. SCHEDULES 2550 Floral Avenue, Suite #10 A6.3 WALL DETAILS IN PLAN 00 D10-174113-025 CROSS SECTION ERECTION DRAWING 00 D10 -174113-02T CROSS SECTON ERECTON DRAWING M4.1 OFFICE BUILDING EQUIP. SCHEDULES Chico, CA, 95973 When necessary the building will have supplementary mechanical heat and A6.4 WALL DETAILS IN PLAN 00 D10 -174113-02U CROSS SECTION ERECTION DRAWING M4.20 OFFICE BUILDING OVERALL EQUIP. PLAN (530) 894-2487 A6.5 WALL DETAILS IN PLAN - CLERESTORY 00 D10 -174113-02V CROSS SECTION ERECTION DRAWING M4.21 OFFICE BLDG EQUIPT., SOUTH OF MATCHLINE cooling. 00 D10 -174113-02W CROSS SECTION ERECTION DRAWING A7.1 INTERIOR ELEVATIONS 00 D10 -174113-02X CROSS SECTION ERECTION DRAWING M4.22 OFFICE BLDG EQUIPT., SOUTH OF MATCHLINE LANDSCAPE ARCHITECT: A7.2 INTERIOR ELEVATIONS 00 D10 -174113-02Y CROSS SECTION ERECTION DRAWING LAND IMAGE 00 D10 -174113-02Z CROSS SECTION ERECTION DRAWING 627 Broadway Street, Suite # 100 A7.3 INTERIOR ELEVATIONS 00 D10-174113-02AA CROSS SECTION ERECTION DRAWING Chico, CA 95928 A7.4 INTERIOR ELEVATIONS 00 D10-174113-02AB CROSS SECTIONIERECTON DRAWING PLUMBING DRAWINGS A7.5 INTERIOR ELEVATIONS 00 D10-174113-02ACCROSSSECTONERECTONDRAWING (530)899-1913 00 D10-174113-02AD CROSS SECTION ERECTION DRAWING Contact: Thomas Burke A7.6 INTERIOR ELEVATIONS 00 D10-174113-03 ROOF BRACING PLAN P1.1 OVERALL PLUMBING FLOOR PLAN 00 D10 -174113-03A ROOF BRACING PLAN A9.1 DOOR DETAILS 00 D10 -174113-03B WIND BRACING DETAIL SHEET P2.1 ENLARGED PLUMBING WASTE I VENT PLANS MECHANICAL ENGINEER + TITLE 24: A9.3 WINDOW DETAILS 00 D10-174113-04 WIND BRACING DETAIL SHEET P3.1 ENLARGED PLUMBING WATER / GAS PLANS MCCLELLAND AIR A9.4 WINDOW DETAILS 00 D10 -174113-04A ROOF SECONDARY STRUCTURAL FRAMING PLAN 00 D10 -174113-04B ROOF SECONDARY STRUCTURAL FRAMING PLAN 801 Marauder Street A10.1 SCHEDULES 00 D10 -174113-04C ROOF SECONDARY STRUCTURAL FRAM NG PLAN Chico, CA 95973 00 D10 -174113-04D ROOF SECONDARY STRUCTURAL DETAIL SHEET 530 891-6202 ( ) 00 D10 -174113-04E ROOF SECONDARY STRUCTURAL DETAL SHEET A ADA SIDS. SITE -R.1 - 00 D10 -174113-04F ROOF SECONDARY STRUCTURAL DETAIL SHEET Contact: Lance Whittaker A -R.2 ADA SIDS. - PATH 00 D10 -174113-04G ROOF SECONDARY STRUCTURAL DETAIL SHEET A -R.3 ADA STDS. -STAIR, RAMP... 00 D10-174113-05 WALL SECONDARY STRUCTURAL ELEVATION 00 D10 -174113-05A WALL SECONDARY STRUCTURAL ELEVAT ON PLUMBING ENGINEER: A -RA ADA STDS. - RESTROOMS 00 D10 -174113-05B WALL SECONDARY STRUCTURAL ELEVATION CUMMINGS CO. 00 D10 -174113-05C WALL SECONDARY STRUCTURAL ELEVATION A -R.5 ADA STDS. -SHOWER, BATH 2280 Ivy Street, Suite # 170 00 D1 0 -1 741 1 3-05D WALL SECONDARY STRUCTURAL ELEVATION A -R.6 ADA STDS. - REACH 00 D10 -174113-05E WALL SECONDARY STRUCTURAL ELEVATON DETAIL SHEET Chico, CA 95928 I A -R.7 ADA STDS. - MISC 00 D10 -174113-05F WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET (530) 898-9657 00 D10-1I 741 1 3-05G WALL SECONDARY STRUCTURAL ELEVATON DETAL SHEET 00 D10-174113-07 ROOF PANEL DRAWING 00 D10 -174113-07A ROOF PANEL DRAWING ELECTRICAL ENGINEER: 00 D10 -174113-07B EDGE OF ROOF DETAIL SHEET AGRI ELECTRIC 00 D10 -174113-07C EDGE OF ROOF DETAL SHEET 00 D10 -174113-07D EDGE OF ROOF DETAIL SHEET 11011 Midway Chico, CA 95928 (530)342-4203 Contact:Wade Thorpe BUILDING CRITERIA GENERAL NOTES CODE ANALYSIS OCCUPANT TYPE: 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST APPLICABLE CODES AND STANDARDS ENFORCED BY LOCAL, STATE & FEDERAL AGENCIES. A-2, B, S-2 2. A GENERAL BUILDING PERMIT IS TO BE PICKED UP BY THE CONTRACTOR. PROCUREMENT OF RELATED PERMITS REQUIRED BY THE CITY SUCH AS, BUT NOT LIMITED TO, MECHANICAL, PLUMBING, AND ELECTRICAL ARE OCCUPANCY DESCRIPTION: ALSO THE RESPONSIBILITY OF THE CONTRACTOR. OFFICE BUILDING 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL INVESTIGATE EXISTING CONDITIONS AND FAMILIARIZE THEMSELVES WITH THESE DOCUMENTS. SHOULD CONDITIONS ENCOUNTERED IN THE FIELD DIFFER FROM CONSTRUCTION TYPE: THOSE SHOWN IN THE DRAWINGS, OR CONFLICTS IN THE DOCUMENTS BE DISCOVERED, CONTACT THE ARCHITECT IMP EDIATELY FOR CLARIFICATION. 11-A 4. DO NOT SCALE THESE DRAWINGS. IF THERE IS A MISSING DIMENSION OR A QUESTION ABOUT AN EXISTING DIMEP'SION CALL THE ARCHITECT FOR CLARIFICATION. AUTOMATIC SPRINKLER SYSTEM: FULLY SPRINKLERED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONS & PROPERTY FROM DAMAGE AND/OR INJURY CAUSED BY THE CONTRACTOR OR HIS WORK INCLUDING ANY SUCH DAMAGE TO ADJACENT PROPERTIES. WORK SHALL BE CONDUCTED IN SUCH A WAY AS TO PREVENT DAMAGE TO NEIGHBORING PROPERTIES. ANY DAMAGE TO RESULTING FROM THE CONTRACTOR'S WORK SHALL BE CORRECTED AND REPAIRED SEISMIC ZONE: BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3 6. CLEAN UP AND REMOVAL OF CONSTRUCTION DEBRIS AND MATERIAL SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR IS TO MAINTAIN THE JOB SITE. BUIDING HEIGHT: 7. TEMPORARY UTILITIES AND FACILITIES REQUIRED TO UNDERTAKE AND COMPLETE THE WORK SHOWN IN THESE DOCUMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO COORDINATE & ROOF RIDGE: 29'- 0" CONSULT WITH UTILITIES REGARDING ALL CONNECTIONS BETWEEN THEIR SERVICES AND THE PROJECT. 8. ALL NEW WORK SHALL BE PLUMB, EVEN, TRUE, AND LEVEL. AREA SUMMARY: FIRST FLOOR: 27,658 S.F. 9. CONTRACTOR IS TO DEVELOP AND IMPLEMENT CONSTRUCTION WASTE MANAGEMENT PLAN. ALL WASTE IS TO BE DISPOSED OF AT THE APPROPRIATE LEGAL LOCATION. OCCUPANCY LOAD ACTUAL S.F. ALLOWABLE S.F. 10. ALL NEW OR RELOCATED OUTLETS ARE TO BE INSTALLED AT 18" ABOVE FINISHED FLOOR AND ALL SWITCHES AT BETWEEN 34" AND 38" UNLESS OTHERWISE INDICATED ON PLANS. 11. ANY ARCHITECTURAL DIRECTIVES SUBMITTED DURING THE PROCESS OF CONSTRUCTION HAVE PRECEDENT OVER INFORMATION IN THESE DRAWINGS. A2 -ASSEMBLY (206 + 88=294 MAX) 5,720 S.F. 9,500 S.F. 12. CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS AND SPECIFICATIONS AND MAINTAIN CURRENT COPIES ON THE JOB SITE. B -BUSINESS (220 MAX) 22,669 S.F. 23,000 S.F. BUILDING CODES 13. WHEREVER REQUIRED IN THESE DOCUMENTS, CONTRACTOR SHALL OBTAIN OWNER/ARCHITECT APPROVAL PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 14. THE BURNING OF CONSTRUCTION DEBRIS IS PROHIBITED; ALL SUCH MATERIAL SHALL BE DISPOSED OF BY TRANSPORT TO AN ACCEPTABLE LANDFILL. 2007 CALIFORNIA BUILDING CODE. TITLE 24, PART 2 15. ALL PLAN DIMENSIONS ON CONSTRUCTION DRAWINGS ARE FROM FACE OF STUD (FOS) OR FROM FACE OF CONCRETE (FOC) UNLESS FROM CENTERLINES TO TOP OF TOP PLATE (TOP) UNLESS OTHERWISE NOTED OR OTHERWISE NOTED. VERTICAL SECTION DIMENSIONS ARE 2007 CALIFORNIA ELECTRICAL CODE, p TITLE 24, PART 3 16. CONTRACTOR TO INSTALL ALL MATERIALS, PRODUCTS, AND EQUIPMENT STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR SUCH MATERIALS, PRODUCTS AND EQUIPMENT. !� 2007 CALIFORNIA MECHANICAL CODE, 17. DEFERRED SUBMITTALS MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO BEING SUBMITTED FOR PERMIT. L �r TITLE 24, PART 4 18. CONTRACTOR SHALL CAREFULLY AND THOROUGHLY VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS WITH THEIR OWN FIELD MEASUREMENTS. BETWEEN DIMENSIONS CALLED OUT ON THESE PLANS AND ACTUAL CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. THIS SHOULD BE DONE PRIOR TO DEMOLITION. ANY DISCREPANCY Q Q�l r Gj 2007 CALIFORNIA PLUMBING CODE, TITLE 24, PART 5 19. ALL DESIGN BUILD SYSTEMS MUST HAVE SHOP DRAWINGS TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE COMMENCEMENT OF CONSTRUCTION OR INSTALLATION OF THOSE SYSTEMS. a W 20. "THE ARCHITECT, TODD JERSEY OR TODD JERSEY ARCHITECTURE SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING ALL SUBMITTAL DOCUMENTS PREPARED BY OTHERS FOR COMPATIBILITY WITH THE 2007 CALIFORNIA FIRE CODE,JV BUILDING DESIGN, INCLUDING ALL DEFERRED SUBMITTAL ITEMS". vvv TITLE 24, PART 9 i 21. ALL DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER TYPE HARDWARE CONFORMING WITH CBC 1133B.2.5 1 1 2007 CALIFORNIA ENERGY CODE, 22. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR HARDWARE SHALL CONFORM WITH CBC SECTION 1003.3.1.8. vr\ TITLE 24, PART 6 i ^^ J r I I i I LOCATION MAP ABBREVIATIONS ACOUS. ACCOUSTICAL DBL. DOUBLE JAN. JANITOR OFF. OFFICE F.G. FINISH GRADE S.D. SOAP DISPENSER C7 2 AC AIR CONDITIONING DEPT, DEPARTMENT JT. JOINT OPNG. OPENING F.H.C. A.D. AREA DRAIN D.F. DOUGLAS FIR OPP, OPPOSITE FHWS FIRE HOSE CABINET SECT. SECTION FLAT HEAD WOOD SCREW SH. SHELF t� C ;0 ADJ. ADJUSTABLE DET. DETAIL KIT. KITCHEN FIN. FINISH SHR. SHOWER SHT. SHEET 1 � I} 0 AGGR. AGGREGATE DIA. DIAMETER P.B.N. PLYWOOD BOUNDARY NAILING FL. FLOOR 2 Cn AL. ALUMINUM DIM. DIMENSION LAB. LABORATORY P.E.N. PERIMETER EDGE NAILING FLASH.. DW DISHWASHER LAM. LAMINATE PRCST. PRECAST FLOUR. FLASHING SIM. SIMILAR FLOURESCENT S.N.D. SANITARY NAPKIN DISPENSER ` ` 3 G' • APPROX. APPROXIMATE ARCH. ARCHITECTURAL DISP. DISPENSER LANDSC. LANDSCAPING P.L. PLATE F.N. FIELD NAILING S.N.R. SANITARY NAPKIN RECEPTACLE �/ 5 �' af� `1, 1 HR. FIRE RATED FRUITVALE AVE ASB. ASBESTOS DISPL. DISPOSAL LAV. LAVORATORY P.LAM. PLASTIC LAMINATE F.O.C. ASPH. ASPHALT DN DOWN LKR. LOCKER PLAS. PLASTIC F.O.F. D.O. DOOR OPENING LT. LIGHT PLYWD PLYWOOD F.O.FR. FACE OF CONCRETE SPEC. SPECIFICATION FACE OF FINISH S.P.M. SINGLE PLY MEMBRANE FACE OF FRAMING SQ. SQUARE J s � {>✓ tis (1 WALL TO ROOF SITE BD BOARD DR DOOR P.P.T. PARAPET F.O.S. BITUM BITUMINOUS DWR. DRAWER MAX. MAXIMUM PR. PAIR FRM. BLDG. BUILDING DS DOWNSPOUT M.B. MACHINE BOLT PT. POINT FRPF. FACE OF STUDS S.S. STAINLESS STEEL FRAMING S.SK. SERVICE SINK FIREPROOF STA. STATION n BLK BLOCK D.S.P. DRY STAND PIPE M.C. MEDICINE CABINET P.T.D. PAPER TOWEL DISPENSER F.S. DWG. MECH. MECHANCIAL P.T.D/R. COMBINATION PAPER TOWEL FT. FULL SIZE STD. STANDARD FOOT OR FEET STL. STEEL ttt BLKG. BLOCKING DRAWING BM. BEAM MEMB. MEMBRANE DISPENSER RECEPTACLE FTG. FOOTING STOR. STORAGE BOT. BOTTOM E EAST MET. METAL PTDF PRESSURE TREATED DOUGLAS FIR FURR. BSMT. BASEMENT (E) EXISTING MFR. MANUFACTURER PTN. PARTITION FUT. FURRING STRL. STRUCTURAL FUTURE SUSP. SUSPENDED / Z EA. EACH MH, MANHOLE P.T.R. PAPER TOWEL RECEPTACLE SYM. SYMETRICAL V N LI NDALE AVE CAB. CABINET E J. EXPANSION JOINT MIN. MINIMUM G.D. GARBAGE DISPOSAL A/ L/ C. B. CATCH BASIN EL. ELEVATION MIR. MIRROR Q.T. QUARRY TILE GA. GAUGE TRD. TREAD n rIG 1(` CEM. CEMENT ELEC. ELECTRICAL MISC. MISCELLANEOUS GALV. GALVANIZED T.B. TOWEL BAR j i7 (J CER. CERAMIC ELEV. ELEVATOR M.O. MASONRY OPENING R RISER G.B. GRAB BAR T.B D. TO BE DESIGNED CFOI CONTRACTOR FURNISH EMER. EMERGENCY M.S. MILD STEEL RAD. RADIUS GL. GLASS T.C. TOP OF CURB OWNER INSTALL ENCL. ENCLOSURE MTD. MOUNTED R.D. ROOF DRAIN GND. GROUND TEL. TELEPHONE CFCI CONTRACTOR FURNISH E. P. ELECTRICAL PANELBOARD MUL. MULLION REF. REFERENCE GR. GRADE TER. TERRAZZO CONTRACTOR INSTALL E.P.S. EXPANDED POLYSTYRENE REFR. REFRIGERATOR GYP. GYPSUM T&G TOUNGE AND GROOVE C. 1. CAST IRON EQ. EQUAL N NORTH RGTR. REGISTER GWB. GYPSUM WALLBOARD THK. THICK C.G. CORNER GUARD EQPT. EQUIPMENT (N) NEW REINF. REINFORCED T.O.P. TOP OF PLATE CLG, CEILING E.W. EACH WAY N.G. NATURAL GRADE REQ REQUIRED H. S. HOSE BIB T.O.S. TOP OF SLAB �.24 CLKG. CAULKING E.W.0 ELECTRIC WATER COOLER N.I.C. NOT IN CONTRACT RESIL. RESILIANT H. C. RM. HOLLOW CORE T. P. TOP OF PAVEMENT T.P.D. PERMIT# G - CLO. CLOSET EXPO. EXPOSED NO. NUMBER ROOM HDWD. HARDWOOD TOILET PAPER DISPENSER BUTT-------- E COUNTY DEVELOPMENT SERVICES CLR CLEAR EXP. EXPANSION NOM. NOMINAL R.O. ROUGH OPENING HWDE HARDWARE TV TELEVISION REVIEWED C.O. CASED OPENING EXT. EXTERIOR NTS NOT TO SCALE RDWD. REDWOOD H.M. COL. COLUMN R.W.L. RAIN WATER LEADER HORIZ. HOLLOW METAL T.W. TOP OF WALL HORIZONTAL TY P. TYPICAL FOR C 1 IE Y%NTY DECO ODE PLIANCE RICHVALE HWY CONC. CONCRETE F.A. FIRE ALARM O.A. OVERALL HR. HOUR UNF. UNFINISHED ` "�O DAA CONN. CONNECTION F.B. FLAT BAR O.F.C.I. OWNER FURNISHED S SOUTH HGT. HEIGHT U.O.N. UNLESS OTHERWISE NOTED 1 /OOO++_ 1 +0++ I IL BY'� CONSTR. CONSTRUCTION F D FLOOR DRAIN CONTRACTOR INSTALLED S. C. SOLID CORE UR. URINAL J CONT. CONTINUOUS FDN, FOUNDATION 0.F.0.1. OWNER FURNISHED S.C.D. SEE CIVIL DRAWINGS I'D. INSIDE DIAMETER VERT. VERTICAL / CORR. CORRIDOR F E FIRE EXTINGUISHER OWNER INSTALLED S.E.D. SEE ELECTRICAL DRAWINGS INSUL. INSULATION VEST, VESTIBULE DCTSK. COUNTERSUNK F.E.C. FIRE EXTINGUISHER CABINETOBS. OBSCURE S.M.D. SEE MECHANICAL DRAWINGS INT. INTERIOR COIJNTY -� CNTR. COUNTER F. F. FINISH FLOOR O.C. ON CENTER S.S.D. SEE STRUCTURAL DRAWINGS CTR. CENTER F.G. FINISH GRADE O D OUTSIDE DIAMETER SCHED. SCHEDULE FEB 2011 DEVELOPI%IENT H- Wti U coo -LLL O �t C3� a 0 ti LCA 00 C-4 CD n 2E 0 Uj W fV co J Q T 71- rDE v / W _J J W Y W m w W U� � W _-D o J F- ~ F_ O 0 wU M W LU 0 m � F-- SCALE - PLOT DATE 11/15/10 Uj F- LLJ U Q W �U) L.L.. UJI 0 0 Q w U � o Q C14 U Cl) W v v w o a a � L0 L0Wrn rn 1'1 75 Q VU ry � W J W Q U M � � W H Q W W Z -� CO CO U J � U O ti Cy') L0 w F- 0 U) z O w 1 1 I I I- W W T rDE v / W Lu w w > J F- ~ F_ O ¢ I L ♦- wU M W LU m m � SCALE - PLOT DATE 11/15/10 SHEET A0.0 2 A3.2 SHEET A2.21 SHEET A2.22 1 A4.2 2 01 02 03 (uw/ OS 06 07 10 12 13 14 17 18 20 22 23 142' 64' 46'-6" I it S.M.D. MECHANICAL SLAB I I I I I � I II II I N r—{---- ------------ ----------------- N t I I �_-- ----� —- _—_—__ ___—_ ___—_ _-__—_ __—_ —_IL.� __I-� _— __--__ r fi —1 1— -�-- I I i I I y---- I I� 4 A A. X44 2 I I Board, Room I d I z 38x1'10" 2.23 I 837 S.F. I 3 °" ° a lI °'. ° I I I 2.24 a. I Q � ( co o-`° -- — ----------1----- ------- ---------- --- 2.24 F-, 4 -Mechanical I 2 23 ----�oRoom Cust. I = 8'3"x19'2" 6'0" x 4'0" 160 S.F�, Men's 24 S.F. rver Room ILocker Room _ ( I 14'11 "x19'2" 176 S. F: - _ x" I 287 S.F. j I I — — I 2 3 - --- — A4.2 I IT Workspace I C M ei I I A4.2 and Storage 127"x1 T6" 5 I 221 S.F. I Women's 1 I I Locker Room I T41 I 0, I I 14'9"x192„ 2.23 IL----' 284 S.F. II I _ — - --- I mI p° -- l —i�-- - ---- o- - -o ---- o -a -----------o-- ` — --- -— b------- Privacy Room / I I— j 9'6"x 5,4„ — — — — ° — — Conference/ I ~ Meeting Room I Typ. Office Typ. Office 19'9"x19'2" Office Small Corl Room #2 Office I Training Room I Quiet Typ. Office Typ. Office Storage HR Office HR -O Offices 391 S.F. 12'0" x 9'6' 12'0" x19'2" 12'0" x 9'6" I. 14'0" x 15'4" I Room 114 S.F. 231 S.F. 114 S.F. I 215 S.F. - I Copier Room ° I Bathroom 8'3"x16'6" I 12'0" xTV 136 S.F. I 90S . F. I ,o ------ -off m o- Storage and-PriI 5'0°acv x6'2Room Copier Room 7'8" x14'0" I I 108 S.F. I I 00 j II I I I I I I 1 1 I I I I I Ad I mlrnstrative Cor9 II Line of Clerestory Above I See Sheet A2.24 1i A6.5 for Clerestory Plan and Details j I Privacy I Room 4reaklme for Enlarged Plans I - °J _I--- I I Small [�, Conference Lar e Office Small °A2oom14 i— `e6Typ. Office d, Typ. Office ora e22'2"x 14'0" Coffe 12' x 9'6" Meeting_ 311 S.F. 228 S.F. Priv. 01 Room; Room I 114 S.F. Large Rm �II` — Conference Room l I I _ 448 S.F. I � I StI -9 ---- --- — - �-----�--i---1- ora eI I Lobby FOUNTAIN l SII I I I x L-- --0 ------- -- I I I j I II � -- - -- - -------- - - - - TBD - - - - - - - - - - - - - - - - - ------------ +--------- Multi -Pur ise RoomVestibule I ---------- 6 197" x 136 302 264 S.F. 2.23 l A4.1 Line f Roof I I II II I I 1 I II l Ill I , I 2 I I 2 I Store and Line of Clerestory I I I Visitor's Center ABV I I A4.1 1396 S.F. I az I _ I I � I I f o- --- o I�� II _ i I I 1 >- o - ----a--- -0 Women's I - - - I I -- IScullery1 I Restroom I 226 S.F. I 16'7x' x 10' 2.23 6. I Commercial f.... Kitchen - N I I `3' x 22'6' 1®®----''� 816 S.F. I M L---1 '� �� I o- -- -- -- - - - - - - - - --- -- - --- - - I -- - I y I I I L-Lj1 `� °� ,o°' Employee } I Kitchen l ;. 22'1"x12'6" I I _ 277 S.F. I 09 ----- I 3 I °4 I 2.23 I I ® \— — — — — — — SHEET A2.21 I SHEET A2.22 O— L— ---------------- t— �— -' °s Room Break — Line of Ceiling ABV FOR DIMENSIONS, S.S.D. —-------- ----- l 40'9" x 31'9" j 3030 S.StoraF. I 1296 S.F. o- ------ - — - -- -- - - - —- - - - -- -I - --T- — — _ - -----b -- —fl - �----- �---- Men's I � I --------------- — Restroom3 I i 3 219 S.F. A4.2 I I I i A4.2 I I I I I I I I I I I I I—� m I I I I I I �---------------------------I------------yJ a II � 120' I 65-6" 67' 01 02 03 04 05 06 07 08 09 11 13 14 15 16 19 21 22 23 Scale: 1/16" = 1'-0" 27,972 Sq. Ft. 1 1 A4 A3.1 Co PRINTED ON RECYCLED BOND 1 A3.2 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DATE C DE COMPLIANCE BY v 4 r U N U w O Ey \1k C=) I 0ly- jj ji n ¢ L9 OC)Lu C14of O 00 r- Q LL Q U U W = U M W w W Y W F - >-J W CO � W -, ` /} m w w o cn D 1n 0 Z U O L.L f�- Cy') 1-0 O E -- v 4 r U N U w O Ey \1k w v C/) r Ln 0ly- Q n W J Q L1J U M W !�/� w v! a F - Q ` /} W W w w �W m cn D 1n U Z U L.L f�- Cy') 1-0 w n w O !�/� w v! a w J � 0 J w w �W m 1n D 1n Z O 1n w I 1 I I Z n w O !�/� w v! a w J � ~ J w w �W m 1n D 1n SCALE 1/16"=1'0" PLOT DATE 11/15/10 SHEET A202 01 02 03 04 05 T 07 10 12 13 T 17 FOR DIMENSIONS, S.S.D. I I I I I 2 1 I A3.1 l l A4.2 I l N \ -----------------------------------7 - ---- -- - - - -- ----------------------- -------- ----- I - -- -- �----' _\ T- - - 4 5 II A6.1 A6.1 III \ A3 I I 1 _ Board Room - 3 101 D A7:2 B I l t.. I I I I I I 22 ----- -- - - - - -- ---- - ----- 2 A3.2 TAG DESCRIPTION DETAILS Al Ext. Wall -Non Bearing 2"x6" Stl. Stud wall @ 16"O.C.: SSD A2 Ext. Wall- Bearing 2"x6" Stl. Stud wall @ 16"O.C.; SSD A3 Ext Wall 2"x8" Stl Stud Wall 16" O.C.; SSD B1 Int. Wall - 2"x6" 2"x6" 20 ga. Stl. Stud Wall @16" O.C. B2 Int. Wall - 2"x3-5/8" 2"x3-5/8" 20 ga. Stl. Stud Wall @16" O.C. 133a Int. Double Wall (2) 2"x3-5/8" w/ 1" CLR Separation between Studs 133b Int. Double Wall (2) 2"x3-5/8" w/ 4" CLR Separation between Studs 133c Int. Double Wall (2) 2"x3-5/8" w/ 10" CLR Separation between Studs w Wood Clad 4" T&G Interior Wood Cladding- Natural Stain I - - - - I SCREEN �I I l I o71 1 A6.3 I Il I II I I I B I 3a Q ------------------- ------ I--_- - -- --= - - - - -- - - _ - - - - MECH. ROOM 2 Custodial I l I o I 103 B A7 3 D 1 102 I I - ACCESS SERVER ROO I ---LABD€ A 7 I I 104 I - A7.5 c - -- - <4 I L C c C A7.5 I I IN 8 l\ CO.- A l B A7.5 MEN'S - - - - I A LOCKER vi-@ -- - - - -- - - - - -- - -- - - -- - - - - -- - -- - - - - -- - - - - - 2 ; ---- _ - _ - - --- 105 4.2 IT WORKSPACEAND STORAGE � C106- iAl L B LI �� 0 AC B,e�;+A7.4 w, LINE OF ROOF l A4.1 i - I B A75 ° WOMEN'S OVERHANG ABOVE 5 A LOCKER ROOM A6.2 _ I 107 --------- -------------------- ------------ _ ---� --- - T�--------------------- �\------------i ------------------ 1 2 3 8' CLR III M A7.5 ------------- - - - -- - - --- - -- -- ---- A6.1 YP.-- - - A6.1 Yp (�CO:7 M I - I �\ - - - --- -- ---- ❑- ---oma _ - _-� - - -- _ I � \ ELEC. PANEL, I III A VA SEE E1 5'-10 1/2" III 8'-1" 11'-11" �I 10' 10' �� 20' 10' 10' 10' 10' III 1p' j VAVA c� -� 11 I \ A �I \ I I \\ 7 5 5 K 5 5 I� 5 /5 5 5 5 5' S' S \ 1 r-- - -- - I ( I I I =I I I 1 7 4 � 1 I 1 ! I I � � \\ � A6.2 '4 A7.2 C rnr.ir=r-aGnirG r \ d 2 - \,MEEtING ROOM CLF \\ 109 c \\\ B 5 D \\ A7.4 A ZVI` A0MI I g� A 110 I I< I T B QU E ROOM A 2 A7.5 g I 111 D 11 I I \V B, III 5 I STORAGE AND \\ - - 2.2 COPIER ROOM \ \\ 108 1 l - - 14'6" I , I iV I B, 2 I j I 11 III 6.1 A - - II I II--------------- II III ----------------- I III I I I'I I I II III CV LINE OF CLERESTORY ABOVE I II I 1 I B I I Il III Ili l II I I Ill Il I I 'I I � - -------------- I I I I I I 11 I //III // II Ijl A MATCH UP WITH LINE ON SHEET A2.22 �- o ti zj-- I- 6' °o Q N Z 0c) O �- LL. N J CO Q 0 LU J LU Y LU co _ 1 - TRAINING ROOM -I B, I g� PR VACY n l J HUMAN 120 l I I RESOURCES 1 TYP. TY I TY TYII I 4 P. ROOMS FILES HR OFFICE OFFICE c �P. SMALL CONFERENCE �P• // I OFFICE OFFICE co OFFICE OFFICE I A6.2 OFFICE I RO M #2 B OFFICE A6.1 N N 117 118 B, 119 3 123 112 113 114 115 116 B A7.3 D 0 I 125 A c 124 A7.4 III // CENTER LINE IIII B1 LINE OF CEILING I rcio 10 OF WINDOWS (1001 10cil 101 A D10'TRANSITION III 4' 5'-9" 3" 6 TYP 7 l // I ISI COPIER TYP. ROOM III _1;1 - B1w I III VIII 121 I I B2w a Z2 I III I II I _ IIII I II I Ll I III III III 16'-11" B2w 3' 6' 0" CLR 13� B2wII I I 'I I II , Ill I III III IIII IIII l I III I� I III III I I IIS I , I,. II II III III! I I' I'I 111 I III IIS III ' III I LINE OF III! III AL ' II it II CLERESTORY AB VE II II II C III IIII II � I " I LINE OF FRAMIN III I" l 1 j III ___________ �-- ABOVE B A7.1 D 4_--- I ,I Administrative Core A6.3 II A \ li 148 I'I ------------------ --------------- -- --------------- ----- -- ----------- III III I'I ------ , flI III III III ,' I'I, Illi ill II \\ III III III / I �- 1 MATCH UP WITH LINE ON SHEET A2.22 1PERMIT # A4.2 BUTTE COUNTY DEVELOPMENT SERVICES - A4.1 Enlarged Floor Plan N REVIEWED FOR 1 Scale: 1/8" = 1'-.0" (CODE COMPLIANCE DATE BY ) PRINTED ON RECYCLED BOND r- <I U W J U LU W cn 2 0 U 0 r` CIO Ln 0. �c- O r1l W � M � WN c O O J 0 J Q L.L. a �W V V) r- <I U W J U LU W cn 2 0 U 0 r` CIO Ln 0. O r1l W � m J D � Z J 0 J Q L.L. r- <I U W J U LU W cn 2 0 U 0 r` CIO Ln 0. O O J LL 0 �W V W Q z W cn W J ~_ > J ~ Z f =W �� SCALE 1/8"=lion DLOT DATE 11/15/10 SHEET 4,202 (2 02 03 04 05 06 07 10 1 1 I � 1 A4.1 L I MATCH P WITH LINE ON SHEET A2.21 A, I ' to DESCRIPTION DETAILS I I I� I I ' Ext. Wall -Non Bearing 2"x5' Stl. Stud wall @ 16"O.C.: SSD I I I I Ext. Wall- Bearing 2"x6" Stl. Stud wall @ 16"O.C.; SSD 1 t Ext Wall 2"x8" Stl Stud Wall 16" O.C.; SSD I Int. Wall - 2"x6" 2"x6'20 ga. Stl. Stud Wall @16" O.C. I ' (I 2"x3-5/8" 20 ga. Stl. Stud Wall @16" O.C. 63a Int. Double Wall (2) 2"0-5/8" w/ 1" CLR Separation between Studs B3b Int. Double Wall /� II / II / SMALL CONF. ROOM 126 B III A 3 AA7.4 C III D III A I A 7' I. I I, 5' 4' 1. 8111 4 IL-' _ L -`PRIVACY LARGE NP. B1 I ROOM OFFICE OFFICE 127 128 PRIVACY 17(0 ROOM STORAG A. A A ROOM 20 I 22 i I I I 1 A4.2 I I I I I -=-----MA--TC-H U-SI1I - IT -H _ LINE - E �O- N_ _S-�HI �E -T -A-2.21 - 77 '-6"31 � - -- - -- L - -- -L - --- -- __ - z C1 1 8 A7.5 81 COFFEE 9 6.36 A(;A6-.3 IT eROOM SMALL I I 129 III 4 OFFICE MEETING ROOM TORAGE / A6.3 A 1 ( LOBBY I I I 5 III A5.4 130 I 131 132 / LARGE A7.3 C - -(- / CONFERENCE ROOM I 134 I I I A ------_-__ - _ - 5' 5' S' 5' S' S' -6-------�=-=='====== _-__---_--_=======-==-==-=�=-- =-==== ==-_=-_====-_ - - ---- I --i 1 , 1/6, I I 7r 7rI,I I I r 6 / I I 3 III III III III III d 2.2 -- -------I -----I 3 / A6.1 -t su - I Le" A5.4 ; I I Aa - ---i---------------- -�- I -- ----- i - �-------------- ISI II ----------------- ISI --------- - - / I ETWEEN GID I /j I - - HAND GRID IT , /, I 1 1 -- � � / I room Divider I Y---------------------------------�I------------------------ -Ir ��--------------------- - { DE OINTIVE TAINA C -----------------------------��------- 3 r A7.1 I 1 06 JE TBD ( - ------------------------------------------------tA3.2LINE OF ROOFVESTIBUMULTI-PURPOSEOVERHANG ABOVE I I 135 IIS ROOM ---------�------------------- ---------------------------------- ----------- F---- - - ____-= _-__- _ _ -----= =- -------- ----------------- ----------- - I l STORE AND I 10 I i A A7.2 C VISITORS CENTER ; 2 2 ; 5 138 LINE OF CLERESTORY A6.3 I A4.1 A4.1 I I , 1 I I i A6.2 D I ABOVE I I I i 11 I o2 C A7.1 A 1 ' I A6.3 ACCESS I i A6.3 I ; LADDER- 1 ---- I -- -I---------- - I I I 1 61 -r21 -3i1 4 1 (00 I __ _ _ _ = _ - =- - -- _ ---- - - _ - - - - - -- - --- - -- - I ( I n-- - - - - - - --------------------�----- TAG DESCRIPTION DETAILS Al Ext. Wall -Non Bearing 2"x5' Stl. Stud wall @ 16"O.C.: SSD A2 Ext. Wall- Bearing 2"x6" Stl. Stud wall @ 16"O.C.; SSD A3 Ext Wall 2"x8" Stl Stud Wall 16" O.C.; SSD B1 Int. Wall - 2"x6" 2"x6'20 ga. Stl. Stud Wall @16" O.C. B2 Int. Wall - 2"x3-5/8" 2"x3-5/8" 20 ga. Stl. Stud Wall @16" O.C. 63a Int. Double Wall (2) 2"0-5/8" w/ 1" CLR Separation between Studs B3b Int. Double Wall (2) 2"x3-5/8" w/ 4" CLR Separation between Studs B3c Int. Double Wall (2) 27x3-5/8" w/ 10" CLR Separation between Studs w Wood Clad 4" T&G Interior Wood Cladding- Natural Stain ----------- , 05 o c a 1 11 I ----- I � ,j� B ' 1 I I I,I 1 ------------' 1 I I 81 I( SCULLERY 4 18"MIN I 1 2 i I Loci 01 IB, I'I I B I e, 145 A C ACC SS 2.2 A7.6 A3.2 I 1 I WOMEN'S I LADgER j 14 RESTROOM J.C. ( I I ---- A 2 C I ®®! I o A9.3 3 I 139 141 01 4 C I III - _ A7.6 COKI CEH NIA ®® .23 A7.5 I I III -_ I I-----, 144 ELEd. PANEL, i I I-- ----, SEE 1 I'I B MEN'S I I III I 1 ®® ow' ow; 1- - -- 3 / RESTROO ' -I-----------------I----- = i= = = =-= 7/ ( A7.5 143 I I I ------- -i -�- / A C III - -- I � EMPLO E B DO KITCHE 146 3 f--- j j i // I i I I I • I I III i R t---- A A7.6 C 09 E EQI'I------------ , I I ------------ F ----- ------ _ 1 ---- I th TORA SGE I \III _I - A6.1 B1 - - - - - 0 I ; 140 cl b 1 I III I / I 1 re I1 BREAK ROOM 61 II // 02 , 147 --------------------- I------ -- ------ ------------------ - ------------4/ I ELEC. P�'ANEL i LINE OF CEILING I 1 15 SEE E1 I 1 ; A 1 C ABOVE �A7.2 I I ------------------ ---�---------------------------------1------------------1------------------J---- ----------------------------- I ---- U - - - - - ------ --- ----- -co 13 ' I I I A9.3 // III III 3 1 1 A4.2 j or 15III 14 I I 4 , I A9.3 (-IL- A9.3 III (- A6.3 �� I I N I S_ 1 , 1 , p� 02 03 04 05 06 07 08 09 11 Enlarged Floor Plan N Scale: 1/8" = 1'-0" .... DIMENSIONS, S.S.D. 15 16 19 21 PERMIT 9 BUTTE COUNTY DEVELOPMENT SERVICES PE I4- 1=0 CODE COMPLIANCE DATE BY - H III QF�rn 00 N M o !"j- Q z 0U J Q ti c6 L LO g 0 Ld � W = O U J � w J = � W J W Y En L Q W U) � LU 0 0 i 0 � w Nw 1..1. 0 I.L cn Qz 0 _ U 10�ZD ~ J �z J 1- I 5 A U {� co j "UIX w O W C/) ch L0 TTL0 V/ 'n v O U J Q w J = W Cn L U i 0 � w Nw 1..1. 0 I.L cn Qz 75 _ U 10�ZD ~ J �z J U WW U. o r- 00 W O O J LL a W U/ 0 I.L W Qz W cD } W < J H ~ J �z J <� WW z 0 WQ f L.L. O O J LL 0 W U/ I.L W Qz W cD } W < J H ~ J �z J <� WW SCALE 1/8"=11011 PLOT DATE 11/15/10 SHEET A2022 14 r LLQ 0 15 7 CABINETS / SHELVES ABOVE STAINLESS STEEL COUNTERTOP 37 17 a r91/2" 20 22 5'-4" A V 6' 2'-3" 5-10 1/2" 05 j — — 05 18 I 700 00 11 a 7V6- 1'6" B MIN A A' 6 4 D -CCESS Commercial 3 RESIDENTIAL STOVES TBD Sc llery j LADDER Kitchen (1) GAS D (1) ELECTRIC COIL B (1) GLASS TOP j� CHILLED WATE IR PIPES A A7.6 C Fj S 0 4'-9" I 4'-9" ch 17 D T-6 1 /2" ----- ._4.. i 6'-8" 6' 8'-9" 25 j D- - - -- - 25 19 -;------ ----� �' 28 i p ---------------- (3 E --- 0 CABINETS / SHELVES ABOVE � — RANGE HOOD ABOVE 29 SHELVES, TBD Lu —__3 �— 23 a CABINETS ABOVE STONE COUNTER ----------------------- 4� ------------ 18' 16 Enlarged Kitchen Plan Scale: 1/4" = 1'-0" BUTCHER BLOCK --�'� Lu Employee CABINETS ABOVE1' I Kitchen _ 31 1 R 27 B cfl T N 3 A C ------------------------ . I 32 1! F i -------, 12 I ❑ 13 ' � I '1 II 111 - 22 22 I 27 i� ENi i 2'-4", 5'-4" 1'-5" , 8'-2" 4'-6" i, 23'-3" 42' L POTENTIAL FUTURE DOOR, RUN 20 ELECTRICAL/ PLUMBING ABOVE 7'0" N NOTE: CONC. SLAB TO SLOPE TO DRAIN. F- fMAIKI icl i �IAIrM — iAKI r r 1 Enlarged Restroom Plan Scale: 1/4" = V-0" @I COMMERCIAL AND EMPLOYEE KITCHEN EQUIPMENT LIST ITEM # DESCRIPTION/ REMARKS MANUFACTURER MODEL Ph VOLT AMP GAS CONN Btu/hr 1 9 ft CaptiveAire Hood w/ Automated Ansul Fire Supp. CaptiveAire 603SND-2 3 208 4.7 A- 2 per 101-200 men Kohler Commercial Stronghold Toilet Seat (ADA) 2 Make Up Air front Mount w/ Dampers Mech. Contractor Urinals 3 208 3.3 E U 3 60" Dbl Oven Range Burner/Griddle Combo/Conv. Oven Montague VG60-6-2FT 1 115 5 3/4" 20,000/40,000 4 18" Charbroiler Undercook w/ optional stand Montague UFLC-24R H 2 Sloan Optima System -Electronic Hand Washing Faucet 3/4" 76,000 5 Regaline Scullery Sinks -3 sinks+2 DrBd Advance Tabco 94-3-54-18RL J Watts 8" Round Floor Drain FD -100A 6 Underhood Lighting (both hoods) CaptiveAire Bi -Level Elkey EZH2O fountain + Filling Station 1 115 15 � Waterless Co.'s Baja Waterless Urinal 7 5' Low Temp Hood CaptiveAire 1 115 4 N W 8 ADA Compliant Wall Mounted Hand Sink Advance-Tabco 7 -PS -25 Bobrick Soap Dispenser B-2111 S.STL P 9 72" Stainless STL Undercounter Refrig. ADA Compliant TRUE TUC -72 -ADA 1 115 10.5 K-2196 White 10 72" Cooler Worktop TRUE TUC -72 1 115 5.1 11 72" Chefs Table with Shelving and Drawers O U 12 52" Dbl Door Stand -Alone Reach -In Cooler TRUE TR2R-2s 1 115 10 13 54" Dbl Door Stand -Alone Reach -In Freezer TRUE T -49-F 1 115 13.2 14 Elec. Oven in Employee Kitchen GE C2S980SEMSS 1 240 40 15 47" Portable Steam Tables Supreme Metal TBD 1 115 20 16 (5) Countertop Micro. Ovens -Break Room GE JES1140SP 1 120 1580W 17 450 LB Ice Machine and 4501-b Din Manitowoc SD -0452A 1 115 60 18 Low Temp Chemical Single Bin Inline Dish Machine Autochlo System A-4 1 115 20 19 Undercounter Stainless STL Sink - ADA Elkay ELUHAD211545 22 Dbl Coffee maker Bunn 27900.0001 1 208 28.9 23 Bosch Electric Cooktop GE NET5054UC 240/208 32 24 Gallery 24" Built -In Micro-Bd Rm, Lg Conf. Rm, Coffee Rm Frigidaire FGM0205KF 25 Double Drawer Dishwasher -Employee Kitchen Fisher-Paykel DD24DDFX6V2 26 Mini -Fridge -Architect Series II Kitchen Aid KURS24RSSS 115 20 27 (2) Undercounter Built -In Convec. Micro Ovens Frigidaire KBHS109SSS 240 20 28 Undercounter Ice Machine -Employee Kitchen Manitowoc SM50 115 4.1 29 Broan Range Hood -30" W BROAN 613004 120 3.1 30 (3) 36" GE Profile Cabinet Range Hoods GE JV666HSS 120 2.5 31 Food Service Grade Refrigerator- Employee Kitchen Frigidaire FCSS201 RF 32 Food Service Grade Freezer- Employee Kitchen Frigidaire FCFS201 LF 33 10 Cup Built -In Coffee Maker Brew Express BE -110 -BS 34 24" Deep; 5' x7' SS Korner Table with 5" Rear Splash(w/ optional KT -103 S.S.Shelf); Advance Tabco KTMS-246 35 2' Long, 24" SS Deep Worktable w/ 5" Rear Splash Advance Tabco TKMS-242 36 6' Long; 30" Deep; SS Straight Island w/ Shelf Advance Tabco MS306 37 5' Long; 30" Deep; SS Straight Island w/ Shelf Advance Tabco MS305 CX Enlarged Kitchenette Plan (1 Scale: 1/4" = 1'-0" Conf. Rm. Oa SEE A -RA FOR DETAILS ON TOILET LOCATION AND ACCESSORIES A B C Enlarged Kitchenette Plan @ Board Room Scale: 1/4" = 1'-0" BATHROOM EQUIPMENT LIST Oa ITEM # COUNT Description/Remarks tion/Remarks P MODEL COLOR A NAME OF FIXTURE Kohler Highcliff Toilet Bowl (ADA) K-4368 White B 8 Sloan Ecos Electronic Dual Flush Valve; (1.6-1.1 GPF) 8111 Chrome PI. C A- 2 per 101-200 men Kohler Commercial Stronghold Toilet Seat (ADA) K-4731 White D Urinals Dyson Airblade Hand Dryer A-04US Alum E U Kohler Kingston Wall Mount Lavatory K-2005 White F B- 3 per 80-120 women 24"x24" Florestone Molded Mop Receptor MSR-24224/MSR-3624 White G 0c)p Chicago Faucets -Service Sink Faucet 897 -CP Chrome PI. H 2 Sloan Optima System -Electronic Hand Washing Faucet ETF -80 Chrome PI. I Watts 12" Square Floor Drain FS -730 J Watts 8" Round Floor Drain FD -100A K Bi -Level Elkey EZH2O fountain + Filling Station LZSTL8WSLK S. STL. L � Waterless Co.'s Baja Waterless Urinal Model # 2104 White M Bobrick Folding Shower Seat B-5181 White N W Kohler Handshower w/ ADA Compliant Accessories K-18495 CHrome Pl. 0 Bobrick Soap Dispenser B-2111 S.STL P Bobrick Paper Towel Dispenser and Waste Receptacle B-3942 S. STL Q Kohler Pennington Countertop Lavatory (ADA) K-2196 White R --, Kohler Primary Bowl K4321 White S p T O U V NOTE: CONC. SLAB TO SLOPE TO DRI DRAIN IS LOWER THAN , BATHROOM EQUIPTMENT SCHEDULE 14 TOILETS; 5 ACCESSIBLE (8 Women's, 5 Men's, 1 Unisex) 5 URINALS 12 BATHROOM LAVATORIES MINIMUM PLUMBING FACILITIES A- Assembly Occ.=294 total; o � LO LO B- Business Occ.= 144 total; ti Q U NAME OF FIXTURE REQUIREMENTS TOTAL REQUIRED Toilets for Women A- 8 per 101-200 women 8 co B- 6 per 95-135 women Toilets for Men A- 2 per 101-200 men 5 Z B- 5 per 95-135 men CO CO Urinals A- 2 per 101-200 men 3 U)L B- 3 per 100-150 men U Lavatories for Women A- 1 per 1-200 women 3 B- 3 per 80-120 women Lavatories for Men A- 1 per 1-200 men 3 0c)p B- 3 per 80-120 men Drinking Fountains A- 2 per 151-400 people 2 13 n N NOTE: CONC. SLAB TO SLOPE TO DRAIN. --1 DRAIN IS LOWER THAN F.F. CRUSHED STONE/GLASS; TBD FINISHED SURFACE TO REMAIN FLUSH TO CONCRETE c.i -2 1'r 3'-2" ,_2„ ( 2 M i FD A5.4 2 A7.5 SEE A -RA FOR DETAILS ON SINK LOCATION AND ACCESSORIES 101 N j Single IPccupancy Bathroom Admin Core 5 Scale: 1/4" = 1'-0" ..d Qi PRINTED ON RECYCLED BOND Enlarged Locker Room Plan'MIT# N Scale: 1/4" = V-0" uu i f r i.,uuNTY IDEVE10TIVIWI SER ICES REVIEWED FOR CODE COMPLIANCE DATE _ BY w o � LO LO :�i ti Q U 7 ry LLJ ML Q O co U ` /}� � Z -J CO CO U U)L Q U LLM CD L0 U 0c)p LL'✓ W N J F__M U � Q W � J W W U) 0-1W W --, co p p O w F- 0 U) Z 0 W L rn �•/ J � LO LO J 75 Q U 7 ry Uj _j W Q U co Q ` /}� W W Z -J CO CO U J Q U LLM CD L0 w F- 0 U) Z 0 W L z wCO a J Q 7 J � mUj SCALE 1/4"=110" PLOT DATE 11/15/10 SHEET A2023 8'X 8' PLYWOOD MOUNTED ON TOP OF GWB (3) 4" CONDUITS FOR TELEPHONE AND FIBER OPTIC VERT. WIRE MANAGERS 2 POST SERVER RACKS 12" WIRE RACKS @ 7' A.F.F. 4 POST SERVER RACKS Enlarged Server Room Plan Scale: 1/4" = V-011 12" WIRE RACK @ 7' A.F.F. TAG DESCRIPTION DETAILS Al Ext. Wall -Non Bearing 2"x6" Stl. Stud wall @ 16"O.C.: SSD A2 Ext. Wall- Bearing 2"x6" Stl. Stud wall @ 16"O.C.; SSD A3 Ext Wall 2"x8" Stl Stud Wall 16" O.C.; SSD B1 Int. Wall - 2"x6" 2"x6" 20 ga. Stl. Stud Wall @16" O.C. B2 Int. Wall - 2"x3-5/8" 2"x3-5/8" 20 ga. Stl. Stud Wall @16" O.C. B3a Int. Double Wall (2) 2"x3-5/8" w/ 1" CLR Separation between Studs 63b Int. Double Wall (2) 2"x3-5/8" w/ 4" CLR Separation between Studs B3c Int. Double Wall (2) 2"x3-5/8" w/ 10" CLR Separation between Studs w Wood Clad 4" T&G Interior Wood Cladding- Natural Stain 4" CHILLED WATER LINE / 6" FIRE SERVICE LINE J Enlarged Mechanical Room Plan N � 9 � Scale: 1/4" = 11-011 Enlarged Clere: Scale: 1/8" = 11-0" ACCESS LADDER NOTES ALL ACCESS LADDERS SHALL COMPLY WITH THE REQUIREMENTS OF OSHA STANDARDS 1926.1053 AND SHALL EXTENT A MINIMUM OF 3 FEET ABOVE THE UPPER LANDING SURFACE. ACCESS SHALL CONFORM TO CBC SECTION 1209.3 AND IMC SECTION M1305.1.3. ACCESS SHALL BE LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESSTHAN 30 INCHES HIGH, 22 INCHES WIDE PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY Bu l"I't, COTJNTY FEB 0 3 2011 DEVELOPMENT SERVICES F— C:) ti w w ti rn 00 CIS Q N = z � cr- o 00 O LL LO N J M Q U LU J W Y W m �W�/ ry I— U w F_ U ry Q W U) ry W U r LLI F- O U l_ a a a O U LU F- U LU F- 2 0 o' Q W U) LU O F- W r n moi' 61 LC') m V U O LU _jQ W a U M W � � F— Q` r w w ofF— z u) (W V U J z � U Q z o r` M Ln W O O J a LL 0 (W V L.L..W z Q z WC0 0 ~ z a LU w W W W m fn 2 0 Z) 0 w_ 1 1 i 1 1 i i 0. O O J LL (W V L.L..W Q z WC0 LU J ~ z a LU w W W W m fn 2 0 Z) 0 SCALE 1/0"_11011 PLOT DATE 11/15/1 0 SHEET A2024 W U) 000 N M ti �r Q Q —J 1 r` � Ln C"i o � :EW O U Ldrn U F- :5 U rv000 U W J W J W Y ui W CQ Q W cf) � W � 0 M W _ � 0 > W W O I --- J Z U o r- eo Lo n—' LU ry U LU U ry Q LU ry LU M U W pF- 2 1 U K a 7ICES I � � a� a... �,t'►.� � iii E"" ��,1/�1`'� DATE <3Y W a a Ln (T) ^ VU :5 Q rv000 W J W Q U M W _ � Q > W W U J Z U o r- eo Lo W a a U) z 0 Z n—' O O-1 Oz —' O wQ ~ CD ry �w W VLJ } LL, J� ~ p r ~� J �z a� m ww U) SCALE 1/8 n=11011 PLOT DATE 11/15/10 SHEET A2025 Co PRINTED ON RECYCLED BOND Enlarged RCP Scale: 1" = V-0" Ridqe SEAL SPACES BETWEEN ACOUSADECK CORREGATIONS WITH EXPANDING FOAM / PADDING BEFORE FLASHING IS APPLIED TRIM TO MATCH ACUSTADECK 'J' TRIM TO BE USED AROUND STL BEAM O WORM'S EYE VIEW OF BEAM AT INTERIOR WALL N.T.S. PROVIDE MTL STRUT OR 12 GA WIRE TO PREVENT LATERAL SPREADING SCREW @ 32" O.C. TO SECURE WALL MOULDING TO STUDS STD FIXED WALL POP RIVETTHROUGH RUNNER AND WALL MOULDING FRAME INTERIOR PARTITIONS TO 10'0" A.F.F. THIS AREA ONLY; S.S.D. PROVIDE MTL STRUT OR 12 GA WIRE TO PREVENT LATERAL SPREADING SCREW @ 32" O.C. TO SECURE WALL MOULDING TO STUDS STD FIXED WALL 12 GA HANGER WIRES @ 4'0"O.C. MAX MIN. 3 TURNS TO'TIE'WIRE RUNNER ACOUSTICAL CEILING PANEL WALL MOULDING FINISH TO MATCH T -BAR CEILING Flbimff k BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR- DATE— OS DATE - _ BY 12 GA HANGER WIRES @ 4'0- O.C. MAX MIN. 3 TURNS TO'TIE'WIRE RUNNER ACOUSTICAL CEILING PANEL --.----__-.--=INISHTO MATCH T -BAR CEILING T RAF? rFII IN(, - I INFIXFn rnNnITInN AT \A/AI I CouNT-Y FEB 0 3 2011 DEVELOPMENT a' SERVICES F- w co Co r- RIDGE ti d L 00 C\J T "? O U uj H U W N C") ::J- Q —� - 2 W J \— Q Co,- W J W Y <Y W Co _U w C/) 0:� W p W W z 0 F- �W W O J Q U F-- U. ti Lo 0 Lu \ \ RIDGE FLASHING TO BE MITERED--/\ ui 0 \ <\ Enlarged RCP Scale: 1" = V-0" Ridqe SEAL SPACES BETWEEN ACOUSADECK CORREGATIONS WITH EXPANDING FOAM / PADDING BEFORE FLASHING IS APPLIED TRIM TO MATCH ACUSTADECK 'J' TRIM TO BE USED AROUND STL BEAM O WORM'S EYE VIEW OF BEAM AT INTERIOR WALL N.T.S. PROVIDE MTL STRUT OR 12 GA WIRE TO PREVENT LATERAL SPREADING SCREW @ 32" O.C. TO SECURE WALL MOULDING TO STUDS STD FIXED WALL POP RIVETTHROUGH RUNNER AND WALL MOULDING FRAME INTERIOR PARTITIONS TO 10'0" A.F.F. THIS AREA ONLY; S.S.D. PROVIDE MTL STRUT OR 12 GA WIRE TO PREVENT LATERAL SPREADING SCREW @ 32" O.C. TO SECURE WALL MOULDING TO STUDS STD FIXED WALL 12 GA HANGER WIRES @ 4'0"O.C. MAX MIN. 3 TURNS TO'TIE'WIRE RUNNER ACOUSTICAL CEILING PANEL WALL MOULDING FINISH TO MATCH T -BAR CEILING Flbimff k BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR- DATE— OS DATE - _ BY 12 GA HANGER WIRES @ 4'0- O.C. MAX MIN. 3 TURNS TO'TIE'WIRE RUNNER ACOUSTICAL CEILING PANEL --.----__-.--=INISHTO MATCH T -BAR CEILING T RAF? rFII IN(, - I INFIXFn rnNnITInN AT \A/AI I CouNT-Y FEB 0 3 2011 DEVELOPMENT a' SERVICES F- w co Co r- o ti Q zo p LL.. ti d L 00 C\J T "? O U uj H U W N C") ::J- Q W 2 W J W Q Co,- W J W Y <Y W Co _U w C/) 0:� W p W W z 0 F- �W W O J Q U F-- �W L.L._ U W I— U Q W ry W � J U W 0 I- U Q W v U) n � Ln :5 Q U W CLJ W J W Q Co,- C� _U Q W W z � F- �W W _ U rY J Q U U) U. ti Lo W Z F_ W CLJ F_ U C� 0 w W 1..1.E J � m �W W <� W�LW Z - W m mo- U) D 0 Lu SCALE 3/32"=1'0" PLOT DATE 11/15110 SHEET Z W CLJ F_ U C� WZ w W 1..1.E J � LL, a I_ �W W <� W�LW U - W m mo- U) D SCALE 3/32"=1'0" PLOT DATE 11/15110 SHEET 2 A3.2 SHEET A2.21 SHEET A2.22 0/ o- Sk- WE 2 A3.1 18 252'-6" T 64' Scale: 1/16" = 1'-0" 1 A3.1 R�nr MInnC no \/AI 1 r\/ f WHEN ROOFS MEET AT 450 IN Pl. ROOF SEAMS TO BE Al IGI.�� C6__� ROOF DETAIL N.T.S. CUSTOM WELDED MTL FLASHING CUSTOM WELDED IN �' ""' """' BIRD'S EYE VIEW OF TOP ROOF INSIDE CORNER N.T.S. r_nnr nr_ nnnrIKIn nAKTr-1 �,i PRINTED ON RECYCLED BOND BIRD'S EYE VIEW OF VALLEY AT EAVE N.T.S. BIRD'S EYE VIEW OF RIDGE AT EAVE N.T.S. BIRD'S EYE VIEW OF CLERESTORY CORNER BUMP -OUT N.T.S. k'ERMIT # BUTTE COONTY DEVELOPMENT SERVICES REVIEWED FOR CODS, COMPLIANCE DATE BY wo w C Co ti rn Q p L.L 1 A4.2 O W U w 0 J 2 WHEN ROOFS MEET AT 45° IN PLAN; 1 A4.2 ROOF SEAMS TO BE ALIGNED A4.1 METAL ROOF, TYP. — J wry > U Q U M Do Lu J w Y w m E-= w C/) � w � r w w - 19 0 r A4.2 SEAMS TO BE ALIGNED O N QU 1- LL o ti M Lr) 0 �► — . — =IN 00 ! N-UU1 INLIS . ON C LU D, CENTER TER D. ! 1 J N I ! I I ! CV Eo 2 A4.1 A4.2 I 00 Lo N SHEET A2.21 SHEET A2.22 I ! l 2 l A2.5 A2.5 .35"12 5:5T -4:"I2 -- 1—CLERESTORY-WALL A4.1 2 A4.1 GUTTER AND D.S. TBD, CENTER D.S. ON COLUMNS WHENROOFS MEET AT 45° IN PLAN; ROOF SEAMS TO BE ALIGNED LtNE-OF j I t4-.t2- I-4: i2WHEN A2.5 1 HT 11 1 1H LINE OF FOOTPRINT OF BUILDING A4.2 120' 1 A4.2 65'-6" 67' Scale: 1/16" = 1'-0" 1 A3.1 R�nr MInnC no \/AI 1 r\/ f WHEN ROOFS MEET AT 450 IN Pl. ROOF SEAMS TO BE Al IGI.�� C6__� ROOF DETAIL N.T.S. CUSTOM WELDED MTL FLASHING CUSTOM WELDED IN �' ""' """' BIRD'S EYE VIEW OF TOP ROOF INSIDE CORNER N.T.S. r_nnr nr_ nnnrIKIn nAKTr-1 �,i PRINTED ON RECYCLED BOND BIRD'S EYE VIEW OF VALLEY AT EAVE N.T.S. BIRD'S EYE VIEW OF RIDGE AT EAVE N.T.S. BIRD'S EYE VIEW OF CLERESTORY CORNER BUMP -OUT N.T.S. k'ERMIT # BUTTE COONTY DEVELOPMENT SERVICES REVIEWED FOR CODS, COMPLIANCE DATE BY wo w C Co ti rn Q p L.L r --2E ,N CD a O W U w N J ~O J wry > U Q U M Do Lu J w Y w m E-= w C/) � w � r w w O QU 1- LL o ti M Lr) 0 Lu / L.L_ F_ U Lu U Q w W �oU W OF 2 U K a Li r n v I d t1_ ' ^ V � Q U ~O J wry > Lu Q U M Do E-= Q` r w w U QU LL o ti M Lr) Li Z W C0 W O J < Y F ~O J Fw W W a �CD mmD Cf)u) 0 z 0 LL Z W C0 W O J < Y F ~O J Fw W W �CD mmD Cf)u) SCALE 1/16"=1'0" PLOT DATE 11/15/10 SHEET A205 L� u L•. 02 N W N N D I No ■ LOW D O i m - - -- D^ co (D Y � N ` . 0 r C7 z� mn m m z _--i zm p m � p O z G7 N Cel L ra -IF= 4 000k m71 03 C �m� i z��C pOm� Omzz c�mC/) 0 D O m - z Z m �0c: p Z ,m n K m D r cn p z C7 m �IMMI_Iim I■ comm D m Oc m D p m m z c - mn� zO m � m - pOn Civr2 C N z N Ln N W : 0 him SHEET TITLE 0 D STAMP �N—S A �o �.� EXTERIOR o0 rn -- - ELEVATIONS FAMILY FARM S C2�� � �_ O SUBMITAL TYPE S� REN. 7-31 9rF o PERMIT SET -- 5370 CHURCH STREET, RICHVALE CA, 95974 -n n n - No ■ LOW D O i m - - -- D^ co (D Y � N ` . 0 r C7 z� mn m m z _--i zm p m � p O z G7 N Cel L ra -IF= 4 000k m71 03 C �m� i z��C pOm� Omzz c�mC/) 0 D O m - z Z m �0c: p Z ,m n K m D r cn p z C7 m �IMMI_Iim I■ comm D m Oc m D p m m z c - mn� zO m � m - pOn Civr2 C N z N Ln N W : 0 n m SHEET TITLE REVISIONS DATE LUNDBERG STAMP �N—S A �o �.� EXTERIOR o0 rn -- - ELEVATIONS FAMILY FARM S C2�� � �_ O SUBMITAL TYPE S� REN. 7-31 9rF o PERMIT SET -- 5370 CHURCH STREET, RICHVALE CA, 95974 of No 0 w 0 0 0 I D E: C) z L mn O7 m mz zm p � p m p �O z 17 00 mm mm p0 O< z� CA _ �Z Zcl p n O c ;J C mr r O z n r m 70 ouc/) m--� O m� m� z Z p 10 m� mn O m � z D m r �a � u fJ Dmc c7 Z7 r zm0 O qZ �xn m - z mZ0 z0--1 G) 0 �° 0�0 =cc r Drr z O O z C) 7J m O � j N m 0 ZCyr ARCHITECT TODD JERSEY ARCHITECTURE 79 OW 1321 8TH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 WWW.TODDJERSEYARCHITECTURE.COM Ir m O w � m � m O z w D v W 0-) p O w z - m rrnn ° m ° v ncl)Om m O zDzp p o G) w mz�D - O rD C O >v - C/) Z r w r � �cm»O m z O Z z D D p L—L O m -- Z o n O(1)=2 m �7��G) p =m>M ��� m DOD O r Z m m w cn < m z - 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AREA (SF) ACTUAL AREA GPM @.016 GPM/SF GPH DOWNSPOUT SIZE GUTTER SIZE G 1950 2010 32.16 1929.60 PL. RECT. 3" X 4" 6"w @ 1/16" slope fwl 1557 1,603 25.65 1539.00 PL. RECT. 3" X 4" 6"w @ 1/16" slope Z 1,649 1,666 26.66 1600.00 PL. RECT. 3" X 4" 6"w @ 1/16" slope AA 3,665 3,692 59.08 3545.00 PL. RECT. 3" X 4" 6"w @ 1/4" slope 13,13 1,770 1,823 29.17 1750.00 PL. RECT. 3" X 4" 6"w @ 1/16" slope OTHER <1,5000 SF <1,5000 SF <24.00 1440 PL. RECT. 3" X 4" 6"w @ 1/16" slope ROOF DOWNSPOUT SIZE D.S. SECTIONAL AREA DRAINED (PER 0 U N N O� U TAG a2�`�ij AREA (SQ IN) SQ INCH OF DS) MAX. AREA DRAINED AA PL. RECT. 3 -3/4" X 4-3/4" 17.81 310 SQ. FT. 5521 SQ. FT. OTHER PL. RECT. 3" X 4" 12 310 SQ. FT. 3720 SQ. FT. DS DS DRAINAGE P AN 4 1 /32" = 1' - 0" Qv PRINTED ON RECYCLED BOND DS DS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES M V il E-VVED FOR CODE COMPLIANCE DATE BY E- o r -- LU ti LLJ rn L0 C/) Q N Z LO _ � o 00 O r- LL N _1 CO Q U } W J W Y W m Lu ry U Lu 2 U ry Q Lu U) ry W F 0 U w O x U a VCIO VJLo~ � v 4 0 U N N O� U � Of a2�`�ij a W F- U O U LLI Q.' F -- U w 2 U Q W U) Of Lu r) O I C/ VJLo~ rn rn (D `J z U rLL, W Q U M W L _ t- Q` r w w z --� (D Q U zz U Q QW o r - M L0 C/ z z OQ U� w W c/)(D (D Q zz Q QW Lu Cn W J ~_ � r J fa LL,MM W �" LLJ m SCALE 1/8"=110" PLOT DATE 11/15/10 SHEET A402 4 1 WALL SECTIUN 1 1/2"=1'0" SEE BUTLER ROOF PANEL DETAIL RP1 MATCH tQ PRINTED ON RECYCLED BOND UTADEK SEE BUTLER ROOF PANEL DETAIL RP10 PERMIT # BUTTE COUNTY DEb+ELOPMENT SERVICES C0® 'E FOIR C0 P LLA E DATE I w c o c") Q U } w J W � W m ti CS U o o ooS 0 u- O w ZD 1— w 0 Q � w Cly W � p Q U fyuj U p Q M W � O Q` r w w H U W 0] CL 2 U Jr z U o ti M Lli ry U Lu U Q Lu ry Lu 0 U o 0 2 U K ¢ M N U LLI W r n U) v! 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BATT INSULATION SEE SCHEDULE A10.1 FLASHING TO MATCH SCHEDULE A10.1 PROFILE OFSTRUCTURE B" STL STUD RIP FLASHING ACUSTADEK WHERE =TS COLUMN BOTTOM PLATE ATTACH TO WALL GIR, S.S.D. WALL GIRT S.S.D. TOP PLATE ATTACHED TO WALL GIRT, S.S.D. 2WALL SECTION 1 1/2"=1'0" o- o - SEE BUTLER ROOF PANEL DETAIL RP5 FLASHING TO MATCH SCHEDULE A10.1 MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 FLASHING TO MATCH SCHEDULE A10.1 PROFILE OFSTRUCTURE 22 21.9 AI /l11 AI nit WALL SECTION 1 1/2"=1'0" i"a PRINTED ON RECYCLED BOND 21.9 PERMIT # BUTTE COUNTY DEVELOPPAEi IT F0,;-3' cC)I E C®i� �....I,��,NCE DATE EY ----_—_ =K STRIP FLASHING IACUSTADEK STL STUD TTOM PLATE ABOVE CORBELED )E FLANGE S.S.D. P PLATE BELOW CORBELED DE FLANGE S.S.D. POSED STRUCTURE AT GRID 21.9 F- w w 2 V w o r- r_ Q O r- r- � Lo C:) 00 o d o T O U I- cy) } Lu J w Y Lu LL' J Q >- w U) w Lu Q / M W � p Q ` r w w a% I I p U) m I U cyU O Z I 1 I— 0 I U) I CLOSING STRIP DETAIL 6"=1'0" SEE BUTLER ROOF PANEL DETAIL RP 5 MODIFIED FIXED HEADWALL TRANSITION (STANDARD BUTLER SYSTEM DETAIL) S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 WALL SECTION 1 1/2"=1'0" DRYWALL DETAIL 56„=1,0„ NSULATION SEE )ULE A10.1 -ADEK VG STRIP FLASHING TCH ACUSTADEK .TOP ) SUPPORT .ONLY 'J' TRIM LOSING STRIP FLASHING FO MATCH ACUSTADEK CAULK TO BE APPLIED / TO BACK OF'J' TRIM / PRIOR TO INSTALLATION \ ------------------ 6 SOFFIT DETAIL Rlv=llnll SEE BUTLER ROOF PANEL DETAIL RP5 FLASHING TO MATCH SCHEDULE A10.1 MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 FLASHING TO MATCH SCHEDULE A10.1 PROFILE OFSTRUCTURE B" STL STUD RIP FLASHING ACUSTADEK WHERE =TS COLUMN BOTTOM PLATE ATTACH TO WALL GIR, S.S.D. WALL GIRT S.S.D. TOP PLATE ATTACHED TO WALL GIRT, S.S.D. 2WALL SECTION 1 1/2"=1'0" o- o - SEE BUTLER ROOF PANEL DETAIL RP5 FLASHING TO MATCH SCHEDULE A10.1 MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 FLASHING TO MATCH SCHEDULE A10.1 PROFILE OFSTRUCTURE 22 21.9 AI /l11 AI nit WALL SECTION 1 1/2"=1'0" i"a PRINTED ON RECYCLED BOND 21.9 PERMIT # BUTTE COUNTY DEVELOPPAEi IT F0,;-3' cC)I E C®i� �....I,��,NCE DATE EY ----_—_ =K STRIP FLASHING IACUSTADEK STL STUD TTOM PLATE ABOVE CORBELED )E FLANGE S.S.D. P PLATE BELOW CORBELED DE FLANGE S.S.D. POSED STRUCTURE AT GRID 21.9 F- w w 2 V w o r- r_ Q O r- r- � Lo C:) 00 o d o T O U I- cy) } Lu J w Y Lu LL' J Q >- w U) w Lu Q 00 M W � p Q ` r w w a% ZU) p U) m 75 U cyU O Z � 6 SOFFIT DETAIL Rlv=llnll SEE BUTLER ROOF PANEL DETAIL RP5 FLASHING TO MATCH SCHEDULE A10.1 MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 FLASHING TO MATCH SCHEDULE A10.1 PROFILE OFSTRUCTURE B" STL STUD RIP FLASHING ACUSTADEK WHERE =TS COLUMN BOTTOM PLATE ATTACH TO WALL GIR, S.S.D. WALL GIRT S.S.D. TOP PLATE ATTACHED TO WALL GIRT, S.S.D. 2WALL SECTION 1 1/2"=1'0" o- o - SEE BUTLER ROOF PANEL DETAIL RP5 FLASHING TO MATCH SCHEDULE A10.1 MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 FLASHING TO MATCH SCHEDULE A10.1 PROFILE OFSTRUCTURE 22 21.9 AI /l11 AI nit WALL SECTION 1 1/2"=1'0" i"a PRINTED ON RECYCLED BOND 21.9 PERMIT # BUTTE COUNTY DEVELOPPAEi IT F0,;-3' cC)I E C®i� �....I,��,NCE DATE EY ----_—_ =K STRIP FLASHING IACUSTADEK STL STUD TTOM PLATE ABOVE CORBELED )E FLANGE S.S.D. P PLATE BELOW CORBELED DE FLANGE S.S.D. POSED STRUCTURE AT GRID 21.9 F- w w 2 V w o r- r_ Q O r- r- � Lo C:) 00 o d o T O U I- cy) } Lu J w Y Lu LL' J Q >- w U) w Lu Q 00 M W � p Q ` r w w a% ZU) p U) m 75 U cyU O Z � I— C 19 lij ry LuU U ry Q w C/) ry w F- L) W OH 2 U K Q W � Vn J �t L0 rn Ln m ^ v :5Q U F- LL' J w Q U M W � � t- Q ` r w w a% ZU) N ¢ LL -w � U) m 75 U cyU J Z � C:) r - M L0 W Z O F- C) a U 0 W � > J ~ w W N ¢ LL -w � U) m Z 0 U) W C/) Z O F- C) W U `w W C7 W � > J ~ w W N ¢ LL -w � W U m SCALE PL0TDATE 11/15/10 SHEET A5012 FLASHING TO MATCH SCHEDULE A10.1 SECONDARY TOP TRACK AT PORTAL FRAME S.S.D. TOP PLATE ACUSTADEK 'J' TRIM WHERE DRYWALL MEETS EXPOSED PORTAL FRAME WALL SECTION 1 1/2"=1'0" " STL STUD 55 SEE BUTLER ROOF PANEL DETAIL RP5- FLASHING TO MATCH SCHEDULE A10.1 MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 ACUSTADECK PROFILE OFSTRUCTURE C 1'-6" WALL SECTION 1 1/2"=1'0" JSTADEK )SING STRIP FLASHING MATCH ACUSTADEK 'J' TRIM FLASHING TO MATCH ACUSTADEK I SEE BUTLER ROOF PANEL DETAIL RP5 FLASHING TO MATCH SCHEDULE A10.1 2"X6" STL STUDS MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 PROFILE OF STRUCTURE AT GRID 14 DROPPED ACUSTADEK CEILING IN HALLWAY WALL SECTION 1 1/2"=1'0" Za PRINTED ON RECYCLED BOND H CF PERMIT # BUTTE -CO UNTYDEVELOPA,ENxRtVSFP�ICF CODE k E,E FOR DATE E>Y ;USTADEK OSING STRIP FLASHING 1 MATCH ACUSTADEK 2-1/2" STL TOP TRACK TO SUPPORT DRYWALL ONL WALL GIRT S.S.D. 'J' TRIM FLASHING TO MATCH ACUSTADEK PROFILE OF STEEL AT GRID 14 4" SHIPLAP INTERIOR SIDING NATURAL STAIN 6" STL PLUMBING WALL W w C/)Q � _LL c t CD ti Z U W J W W 0o ti It Lo C o r � LLL - O U ZD�oo w i W W 0 U _O F— w J 0 W 7- M W� LLw O Q ` r w J / W w 75 F L/'�LI C/)ly- m LL x c U J Z � U 5 LLJ ry U w F-- U Q W U) ry Lu 0 0 U w0 U Q W �n �•/ J ,,:I L0 rn L0 rn � ^ v U _O F— w J WQU W 7- M W� LLw J Q ` r w J / W w 75 F L/'�LI C/)ly- m LL x c U J Z � U C) I -- co L0 W Z _O F— C) W J 0 w a > ~ J / W w 75 F L/'�LI cn m LL x c � Z O U) W V) Z _O F— C) W J ALL I W cn w a > ~ J / W w 75 F L/'�LI W m LL x c � SCALE PLOT DATE 11/15/10 SHEET A5013 N II 0 0,- G D r m n 0 D -i D z m z com m70 = O zm o� m O D m --i cn OM M p r c W m D > D N I- li r o� =m n O z r D G7 m n 0 z m m X m z C) m 0 O do L b Z rn a 0 z m n r v 00 0 z v u Tf �s m m m z r- m 0 > = r (7 m = O D m � z o r m �0 �� =o c/) --i =o m , m mEZ -i 0 pD c:0 c: n n m m= m= D 0 r SHEET TITLE WALL SECTIONS SUBMITAL TYPE PERMIT SET REVISIONS ADATE LUNDBERG FAMILY FARMS 5370 CHURCH STREET, RICHVALE CA, 95974 S T AGNSCE2p31�42 9\� T1 Cy Cn m m z r- m D 0 D m r c 4 D = 4 ) O z = 1 �0 �� =o c/) --i =o o� m mEZ -i 0 pD c:0 c: n n m m= m= D r n O cnz Z -I - cfn �z O o c m �O m c II Oc r O rn y OZ z n G) r --I m D r m m m z r- m m O O O 0 D m r D I I r = 1 ARCHITECT TODD JERSEY ARCHITECTURE �e 1321 EIGHTH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 FAX: (510) 528-4108 WWW.TODDJERSEYARCHITECTURE.COM I I = 1 �e 1321 EIGHTH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 FAX: (510) 528-4108 WWW.TODDJERSEYARCHITECTURE.COM C WOOD SIDING TYP. WOOD BATTEN TYP. BUILDING WRAP PLYWOOD TYP. FLASHING TO MATCH SCHEDULE 5/4" X 6" TRIM BOARD TO MATCH SIDING STUCCO EXTERIOR CEILING 3 5.13 i 13 WALL SECTION AT NORTH HALLWAY 1/2"=1101V SOFFIT DETAIL "=1'0" WALL SECTION a SOUTH WING ENTRY �` 1 1/2"=1'0" is PRINTED ON RECYCLED BOND w w = O FJ c� o Z O LL. U w J W Y w ti r-- - LO � 12� oo o 1- L !a u- O U U w w c/) � w -, m 400 W p W U WM ,= Q` r w w W J J O U) N ¢ LL H w G U H QU o ti M Ln O W ry I- U Lu U ry Q W U) lyU W OF S U K ¢ w v U) n � Lf� rn VU O r.1,000 400 W W U WM ,= Q` r w w W J J a� r F- -~ U) N ¢ LL H w G U n QU o ti M Ln w Z O F— C) W 0 J /Lu W (n W J J a� r F- -~ rn N ¢ LL H w W Lu S m � n z O rn W I 1 I 1 tY I I 1 I c/) Z O F— C) W J /Lu W (n W J J a� r F- -~ F- I-' N ¢ LL H w W Lu S m � n U) SCALE PLOT DATE 11/15/10 SHEET A5,15 1 TYP. UTO D. WALL TRANSITION 6 —1 =Ac - A FIELD CUT SOFFIT PANEL CONTINUOUS TRIM TO MATCH SOFFIT PANEL 2 SOFFIT TO BEAM TR_ 3 -1 0 ACUSTADEK FLASHING TO MATCH ACUSTADECK 'J' TRIM D. WALL \ B IUOUS TRIM 'CH SOFFIT PANEL flTnnininir+ `'r1 -AM ROOF 3 ACUSTADEK TO BEAM TRANSITION -q_In ll MATCH ACUSTADEK TRACK SHOT FL, S.S.D. 4 1'0"=1'0" 5 6 � ACUSTADEK TO D. WALL TRANSITION SH TO ACUSTADEK TRIM ETCH ACUSTADEK K STANDING SEAM ROOF PANEL CONTINOUS STL FLASHING FOR SOFFIT PANEL FLASHING TO MATCH SCHEDULE 10.1 SMOOTH FINISH STUCCO STUCCO REINFORCING MESH 1/2" RIGID INSULATION TOP CHANNEL SMOOTH FINISH STUC( STUCCO FLASHII BUTLER PERPENDICULAR ROI TO WALL CAP DET) BUTLER ROOF PAN SECONDARY STRUCTURAL, S.,' ACUSTAC 7 CLERESTORY WALL SECTION 311=110" PRINTED ON RECYCLED BOND CI (1pF 1DEK FRIM L TOP TRACK DTED TO GIRT S.S.D VALL X CONNECTED TO .S.D. D MATCH BUTTE COUNTY DEVELOPMENT SERVICES V MED FOR COBE- COMPLIANCE DATE BY lj w co 2 O w M Oc' U W J Y W ti Lo C'*4Z Lo o o -1- � o uN O U Lu ZD P w Q � WW U) U) w Q U m W J p Q � M W � p Q` r w w Z O ~ cf) <N H LL � W w x U U J � U o M Lo W ry U w F— U ry Q W ry LLJ r QU LLJp F— U Q w Q cn 0 Z 0 co w I i i 1 c/) CnLo Z (D 7 Q U W J W Q � M W � � H Q` r w w Z J ~ cf) <N H LL � W w x U U J � U o M Lo w Q cn 0 Z 0 co w I i i 1 c/) Z O U w J W w cn w a >' H ^ J ~ H Lu <N H LL � W w x U m 0- � SCALE PL0TDATE 11/15/10 SHEET A552 CJ PRINTED ON RECYCLED BOND Lu ti 0 PLYWOOD TO CONTINUE TO ROOF MTL PIPE 00 N Lu cf)Q _ ZD 1/2" CONTINUOUS 1/2' _ 0 o o \ PLYWOOD SHEATHING I PLYWOOD SHEATHING STANDING SEAM ROOF CD J Fw- \ BUILDING WRAP TO RUN BUILDING WRAP TO RUN I c ULLU V OUTSIDE OF FLASHING M OUTSIDE OF FLASHING y. Q CONTINUOUS STL ANGLE SUPPORT FOR SOFFIJ I 1X WOOD BATTEN N / Z I Z W Y U) /L I 1"X WOOD SIDINGLu �/ II —ui II MTL SOFFIT PAN _ t11 SEAL ROOF PENETRATIONS m i (I WITH FOAM INSULATION 0 I I TO REDUCE CONDENSATION y I l a I I I / ABV F.F. 3 I FLASHING TO MATCH I !, SIDING FLASHING TO MATCH Ii -- - ----- STL STUD SCHEDULE A10.1 I STL STUD SCHEDULE A10.1 I I VAPOR BARRIER SMOOTH FINISH 3 COAT STUCCO I I I ACUSTADECK - 1 \\ 1/2" RIGID INSULATION SIDING BUILDING WRAP TO -1 1 1 W FLASHING TO MATCH RUN BEHIND FLASHING BUILDING WRAP TO \ I— SCHEDULE \ / AND 6" PAST FLASHING RUN BEHIND FLASHING 1 1 MTL SIDING TO MATCH �� AND 6" PAST FLASHING SCHEDULE v Q SOFFIT DETAIL 10 EXTERIOR WOOD TO STUCCO TRANSITION IZONTAL EXPANSION JOINT DETAIL ROOF PENETRATION DETAIL >- 1'0"=1'0" 2 6..=1.0.. C3)-13tT0 " 4 3"=1.0.. V) A5.2 TYP. A5.2 TYP. A5.2 TYP. Lu L EAVE STRUT EAVE STRUT — EAVE STRUT � Q CONTINUOUS MTL CONTINUOUS MTL / ,- O ANGLE SS .D. —t1 L l —t CONTINUOUS MTL ANLL S.S.D. I— U SOFFIT MTL PANEL T A5.3 TYP.! I I A � d y o \ ACUSTADEK _ \ ACUSTADEK % \ ACUSTADEK <v o Q FLASHING TO MATCH FLASHING TO FLASHING TO o U � CO / ACUSTADEK MATCH MATCH FLASHING TO MATCH 'J' FLASHING TO MATCH �FLASHING ACUSTADEK TO MATCH � ACUSTADEK 5 SCHEDULE A10.1 TRIM SCHEDULE A10.1 SCHEDULE A10.1 > 'X TRIM - - / 'X TRIM> L -- — SMOOTH FINISH > 1"X SHIPLAP WOOD SIDING MTL SIDING 3 COAT STUCCO 1"X WOOD BATTEN BUILDING WRAP 1/2" RIGID INSULATION y BUILDING WRAP 1/2" PLY BUILDING WRAP a' 1/2" PLY BOTTOM STL FLANGE 1/2" PLY l rn BOTTOM STL FLANGE BOTTOM STL FLANGE > V U J ryW INTERIOR CURTAIN WALL DETAIL = w Q cv 5 „_ � „ 3 —1 0 Lu ui % > C) D. WALL D. WALL D. WALL - Z6"STLZ6"STL BASEBOARD, SEE SCHEDULE 10.1 � Z-6" BASEBOARD, SEE SCHEDULE 10.1 >� BASEBOARD,SEE SCHEDULE 10.1 U 0 S TL c� PLYWOOD 1/4" CLR OF CONCRETE III STUD TYP. STUD TYP. PLYWOOD 1/4" CLR F CONCRETE I� O CONCR PLYWOOD 1/4" CLR OFCONCRETE STUD TYP. FLASHING TO MATCH / \ FLASHING TO MATCH / FLASHING TO MATCH > SCHEDULE A10.1 \ SCHEDULE A10.1 SCHEDULE A10.1 SLOPE SLOPE SLOPE J a a �a D ° a- a ° a a a a a a a a a o ° \ ° a ° a c Z ° ° a o a a a L1 a ° D a ° W �a�� o ° a a a a ° 10 A5.3 VERTICAL SECTION OF WOOD EXTERIOR VERTICAL SECTION OF MTL SIDING VERTICAL SECTION OF STUCCO EXTERIOR — 6 3"=1'0" 7 3"=1'0" 8 3"=1'0" 9 N.T.S. I O / I \ 3-5/8" STL STUD WALL W / I \� U I w W Cn 1 J I I I Q� W -W I W m� I I I 5/8" THICK WOOD TRIM PERMIT # BUTTE COUNTY D -- an- ---- 44ENT ` ERNIC'ES ' L(. I REV r \ I � ' GOOD C� b Y k `4 + � _kR / _ N DATE 4 . B'Y SEE INT. ELEV SCALE - PLOT DATE 11/15/10 \ \ / yH WALL DETAIL — 10 — OPEN DOORWAY TRASITION FROM ADMINISTRATIVE CORE 11 — 12 — 13 A503 1'0"=1'0" 3"=1 �0„ 3"=11011 3,1=110" CJ PRINTED ON RECYCLED BOND Qi PRINTED ON RECYCLED BOND W j w = = Ur w SLOPE VARIES f~ � n CD O 00 N `n o Lrl O U w H SLOPE U w J w Y w SEALANT, USE FIRE CAULK SLOPE PURLIN Q ui w U) ui w —i SLOPE m z LL O Q VARIES U VARIES CHANNEL PURLIN VARIES U O QU O � C:) ti M D. WALL TO RUN TO ROOF PANEL BRACE Lu Cn w � J i � � J ^' H F W SECONDARY STRUCTURE SCALE PLOT DATE 11/15/10 WHERE OCCURS, S.S.D SECONDARY STRUCTURE BATT INSULATION WHERE OCCURS, S).S.D BATT INSULATION CEILING CEILING CEILING I I I CEILING � I ACUSTADEK � I I I I ACUSTADEK SEAL PENETRATIONS AT 'J' TRIM CHANNEL PURLIN BRACE WITH o 'J' TRIM FIRE CAULK SECONDARY STRUCTURE !� 3- 5/8" TOP CHANNEL ACUSTADEK ACUSTADEK EXPANDING FOAM TO BE 8" TOP CHANNEL CONTINUOUS TRIM TO MATCH ACUSTADEK CONTINUOUS TRIM TO MATCH ACUSTADEK 'J' TRIM �. 'J' TRIM - 'J' 4"CLR SPRAYED INTO NF -24 CORRUGATIONS AT 'J' TRIM EXPANDING FOA�VI TO BE TOP CHANNEL CONNECTED TOP CHANNEL BATT INSULATIONSPRAYED EXPANDING FOAM TO BE INTO NF -24 TRIM INTERIOR PARTITIONS STEEL STUDS @ 16"O.C. SPRAYED INTO N F-24 TO CHANNEL PURLIN BRACE �-- CORRUGATIONS AT STEEL STUDS CORRUGATIONS ,AT STEEL STUDS @ 16"O.C. INTERIOR PARTITIONS INTERIOR PARTITIONS STEEL STUDS @ 16"O.C. 3-1/2" GLASS FIBER FRICTION FIT INTO STUD SPACE STL STUDS ALT @ 16" O.C. 5/8" D. WALL BOTH SIDES 5/8" D. WALL BOTH SIDES 5/8" D. WALL BOTH SIDES 5/8" D. WALL BOTH SIDES BASE CHANNEL BASE CHANNEL BASE CHANNEL BASE CHANNEL CONCRETE FLOOR WP1350 �1 GA FILE #1072 - — --- ONE LAYER 5/8" TYPE X �� . n� a GYPSUM WALLBPOARD ° ° a a ° a APPLIED AT RIGHT ° ° ° ° ANGLES TO EACH SIDE ° ° a ° a ° °° ° OF 3-5/8" STEEL STUDS ° a ° ° ° SCREWS AT 8" O.C. AT ° ° ° 4, ° ° VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND BASE BASE INTERMEDIATE STUDS. BASE BASE JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. TYP. 12" PLUMBING WALL TYP. 8" PLUMBING WALL P. 60 MIN. FIRE RATED WALL P. NON -RATED INT. PARTITION WALL 1 N.T.S. 2 N.T.S. 3 N.T.S. 4 N.T.S. ALTERNATING STL STUDS ALTERNATING STL STUDS @ 16"O.C. 4"CLR @ 16"O.C. STL STUDS @ 16"O.C. �� STL STUDS @ 16"O.C. \-�� BATT INSULATION BATT INSULATION BATT INSULATION BATT INSULATION 5/8" D.WALL AT BOTH SIDES 5/8" D.WALL AT BOTH SIDES 5/8" D.WALL AT BOTH SIDES 5/8" D.WALL AT BOTH SIDES PERMIT# ELECTRICAL BOXES OR OTHER ELECTRICAL BOXES OR OTHER ELECTRICAL BOXES OR OTHER /�ELECTRICAL BOXES OR OTHER BUTTE COUNTY DEVELOPME� EV I �. W L -D ' PENETRATION, WHERE PENETRATION, WHERE PENETRATION, WHERE PENETRATION, WHERE CL C4 ONI tL OCCURS. SEAL ALL WITH FIRE OCCURS. SEAL ALL WITH FIRE OCCURS. SEAL ALL WITH FIRE OCCURS. SEAL ALL WITH FIRE ' CAULK. FOAM GASKETS AT CAULK. FOAM GASKETS AT CAULK. FOAM GASKETS AT CAULK. FOAM GASKETS AT DATE COVER PLATES, ETC. COVER PLATES, ETC. COVER PLATES, ETC. COVER PLATES, ETC. TYP. 12" PLUMBING WALL PLAN VIEW P. 8" PLUMBING WALL PLAN VIEW TYP. 60 MIN. FIRE RATED WALL PLAN VIEW P. NON -RATED INT. PARTITION WALL PLAN VIEW 5 3"-1 10„ 6 3„_1 101 7 3"-1.0.. 8 3��_1 10,1 Qi PRINTED ON RECYCLED BOND W j w = = Ur w - r Q z O IL f~ � n CD O 00 N `n o Lrl O U w H N U w J w Y w w Q ui w U) ui w —i Q m z LL O Q w w U W U O QU O � C:) ti M Lu U LijU ry Q W LTJ U W 0 H 2 U a W U) "Zi- ~ 0') 0 U cj�J w W Q �_ U z LL O Q w w U W U z QU O � C:) ti M W En 0 Z 0 IEn > WQ U) z O U W z O � W Lu Cn w � J i � � J ^' H F W m LL SCALE PLOT DATE 11/15/10 SHEET A5x4 c Lu --- ---------------------------------------------------------- ----------------------------------------------------------------------------------- ��J/ O�1 Y-----------------------TF====u ------------------------------ Fr==�----------------------------- 7�=l ---------------------- LO -- 16 U w o ti oo � ti o O w ` r w w co d L U 0-1 c~i) Q � � w U J Lu 0 o o U CD ti M I = w w C7 n W J x C i N LL C') >: w >- J w w 07 _ w w J MOULDING AT POST m I I OI I ------------------------- I I I � I II - J I I I ,II I I I I I , W----------------------------- -------------------------- i i -i I I I I I I i i I i i I i __ _______1j I I I I '' I W ------------- I I _ I- I I _ F.O.S. ABV. ' Q F.O.S. @ 5' F.O.S. ABV. W F.O.S. @ F.F. F.O.S. @ 5' F.O.S. @ F.F. L1J F.O.S. @ F.F. 0 F.O.S. @ 5'0 c' W O 1 TYP. EXPOSD COLUMN EXT. WALL 2 TYP. CONCEALED COLUMN EXT WALL YP. COLUMN AT EXTERIOR CORNER F.O.S. ABV. 0 I- 3 -1 0 3 -1 0 C3) -j 3"=1'0" c Lu --- ---------------------------------------------------------- ----------------------------------------------------------------------------------- ��J/ O�1 Y-----------------------TF====u ------------------------------ Fr==�----------------------------- 7�=l ---------------------- LO -- 16 J U _ ` r w w co Ca 75 U J Lu / fy CD ti M Q J U _ ` r w w co U J U CD ti M LO J C J PL0TDATE 11/15/10 SHEET 6 3"=1'0" 7 g SECTION OF EXT WALL AT ENTRY TO BREAK ROOM 3"=1.0,. 3"=1'0" A601 Q* PRINTED ON RECYCLED BOND 1 0 SECTION OF EXT. WALL @ FRAMING 311=11011 ADMINISTRATIVE CORE 2 SECTION OF EXT WALL AT STRUCTURE 3 =1loll 5/8" WOOD TRIM PROUD OF D.WALL IN ADMIN. CORE ADMIN CC 5/8" WOOD TRIM FLUSH TO HALLWAY DOORWAY ABOVE I TRIM ON HEADER AY I U PRIVACY RUUMS JAMB TRIM FLUSH TO' TRIM AND D.WAL� 3 SECTION OF INT. WALL @ OPEN DOORWAY TRANSITION 3 =1 0 5 ) FRAMING AT MAIN ENTRY -1_1n ll 2 A4.1 VE ST; NGS TO BE SUBMITTED BY CONTRACTOR TO 'OR APPROVAL PRIOR TO COMMENCEMENT ION OR INSTALLATION 7 1 CORNER (aD. SOUTH WING ENTRANCE VESTIBULE 111=11611 %,o PRINTED ON RECYCLED BOND 13 BY ATYPICAL OFFSET OF STOREFRONT WINDOWS, TO ALIGN WITH STEEL FRAMING ABOVE Kel --------r --------------------- DRYWALL ABOVE EDGE OF BEAM ABOVE -,miT # BUTTE COUNTY DEVI CODE CC* F- w F=- = (D w o ti rn Q Of OU w F-- '-:1 � Lf') 0 L o r " Ln 0 u') O 1p- w H c U >1 w J Lu Y ct� w 0o Cf LL o elf Q w c/) ct� w --3 p Q w M W � p Q` r w w z O F- H _w_�. m n 7rr SFRVICES 1 -OR U F - W I— Lu U U ry Q Lu co ry Lu � QU H O U Q w Q 0 Z 0 U) Lu i n VJ do zt 4 C CN U a U LpU O Cf LL, J W w Q 0 Z 0 U) Lu i n VJ ,'r- L0 rn Ln rn (D Q a U LL, J W Q w M W � _U � H Q` r w w z --�U) F- H _w_�. m n 7rr SFRVICES 1 -OR U JANCE U u— o ti co L0 w Q 0 Z 0 U) Lu i SCALE PL0TDATE 11/15/10 SHEET Q w w z w c/) a > w J < H J H Q ryF- F- H _w_�. m n 7rr SFRVICES 1 -OR JANCE BY SCALE PL0TDATE 11/15/10 SHEET A 1 SECTION OF INT. WALL (a)— 1ST FLOOR FRAMING 311=11011 ADMINISTRATIVE CORE 5 1 SECTION OF INT. WALL R FRAMING —1 n FRAMING A OF OOM 'J' TRIM TYP. FLUSH TO WOOD CEILING OVERHEAD 9 SECTION OF INT WALL AT STRUCTURE 311=11011 60" CLR 2 ) BOARD ROOM DOORS AT HALLWAY 311=11011 1511 14 8 ADMINISTRATIVE CORE HINGES 6 1 SECTION OF FRAMING AT INT WALL f 3 =1 0 1 5/8' 1 77 7 60 RA I 1 I I LOBBY MUL 14L. --A 10 ) SECTION OF FRAMING AT INT WALL 311=11011 3 3„_ ADMINISTRATIVE CORE M IA1A1 I MIM1-l-TI V N/A I LU VVHLL MULTI-PURPOSE ROOM 3 4 SECTION OF EXT WALL AT FRAMING 22 3"=1'0" w w c = F__ w o r• Q Z O� ti L N If) o � o �r � L0 o ,' 7F O U U w H N c- co U i w J w Y w m Q U U) Q w U) � Lu -_j 0 ui W 0 U M W � O Q` r w W H W I� U Lu U ry Q Lu ry Lu U 0 LLJ 0 S U K IV ) (714 o ♦ ^ V 0 Q U U) fly IV ) U)� Lf ) d� ♦ ^ V Q U fly ui W Q U M W � Of H Q` r w W z U 0 J QU o ti co w SECTION OF FRAMING AT INT WALL SECTION OF EXT WALL AT FRAMING 7 311=11011 8 311=110,1 0 Z 0 En Wa I I I I 'J' TRIM TYP. BEAM ABOVE WALL CENTERED ON CENTER LINE !n V J -------------------- Q -- ---- - - - -- ------ --- \ • • / W MIN FIRE �/ ~ TED WALL w (n J F LL W m TI -PURPOSE ROOM BEAM ABOVE co co 2: Iri SCALE BUT i F- (,_OU ITY DE-VELOPMENT SERVICES P L O T DATE 11/15/10 1 .����#gF VED FOR O y COMPLIANCE BY SHEET (11 �T10N OF INT WALL FRAMING �TYP. FRAMING OFCONCEALEDCOLUMNIN WALL 0 ( 2 311=11011 A603 Co PRINTED ON RECYCLED BOND Z) PRINTED ON RECYCLED BOND wCD w � � = (D w ti Z � O LL 3/4" WOOD SHIPLAP SIDING o - 00 � o O U w p U w N U w J w Lu m C/) 7/8" 3 COAT C) w U) w p QC) H 3/4" WOOD BATTENS Q` r 1 1/2" WIDE MTL PANEL O SMOOTH FINISH STUCCO _OW L.L I U J Z w� a ~ 0 tlLJL M Lf) �X J RIGID F- LLI I o -Pw'. (}^rAF'--o T SEP,- iCE&b FOR BLDG WRAP ------ - BLDG WRAP BLDGSULATION WRAP I; 1/2" PLY 1/2" PLY 1/2" PLY kE \ UNFACED BATT INSULATION INTERIOR FINISH UNFACED BATT INSULATION INTERIOR FINISH UNFACED BATT INSULATION INTERIOR FINISH ��-- --------------- - -------------------- ----------------- 1 TYP. DETAIL AT WOOD SIDING 2 TYP. DETAIL AT METAL SIDING TYP. DETAIL AT STUCCO SIDING WOOD TO STL SIDING TRANSITION IN PLAN 3"=1'0" 3"=1'0" 3 3"-1'0" 4)611 =1 1011 PANEL TO MATCH FLASHING WEBBING OF STL BEAM CONTINOUS FLASHING FLASHING TO MATCH RIVET EXT. AT TOP OF WALL \\ SCHEDULE A10.1 6 \ STUCCO, WOOD, A6.4 MTL SIDING -17 ------- -------- ---------------- ----------------------- ------ ---------------- i I �I ---------- - - - - -- - -' -___ - - _ t ----- ----- - - - - -- - .. _- ------------ ----- \ 9� ------- ----------------- CONTINUOUS TRIM I I TO MATCH SCHEDULE A10.1 ; / CONTINOUS FLASHING ------------------------------- --------- LAT BOTTOM OF WALL -� " INT. CUSTOM FLASHING AT BEAM - HORIZ. SECTION FLASHING WHERE BEAM INTERSECTS P=1'0" EXTERIOR WALL - HORIZ. SECTION TRANSITION AT BASE AND TOP SECTION OF STUCCO TO STL SIDING TRANSITION IN PLAN 6 6"=1'0" 7 $ 3"=1'0" 8 6"=1'0" _ —----- ------------ 2 ----------- TYP MTL FLASHING FOR IL STUCCO, WOOD, MTL SIDING I' I i CONTINUOUS TRIM I Nn CUSTOM MTL PANEL TO MATCH SCHEDULE A10.1 I, I'I \ Ii WOOD TO MTL TRANSITION AT INSIDE CORNER STUCCO TO WOOD TRANSITION AT INSIDE CORNER BEAM AT TOP OF EXTERIOR WALL SECTION OF STUCCO TO WOOD TRANSITION IN PLAN 9 3"=1101 10 3"=1,0„ 11 3"=1'0" 12 6"=110„ 1/4" ROUNDOVER 1 1/2" 11/21 - - _- u) -i u) -i I c I PERMIT # BUTTE II C R R-' CODE DATE >< TYP. WOOD SIDING AT OUTSIDE CORNERT'=11011YP. MTL SIDING AT OUTSIDE CORNER TYP. STUCCO SIDING AT OUTSIDE CORNER SECTION OF VERTICAL CONTROL JOINT IN PLAN 13 3"=1'0" 14 15 3"=1,0„ 12 6"=110" Z) PRINTED ON RECYCLED BOND wCD w � � = (D w ti Z � O LL ti l- L? co o o - 00 � o O U w p U w N U w J w Lu m C/) LLJU C) w U) w p QC) H p Q` r w w O _OW L.L U J Lu ry I— U Lu U ry Q W C/) W 0 U w O U K Q /,4/;-- 425 v 4 3 M � OO cn J rn v, � �n v 2E Q ry C/) LLJU w QC) H Q` r w w _OW L.L U J Z w� a ~ 0 tlLJL M Lf) J J Q C/) J L.J.. _OW L.L w W Z w� a ~ J G �X J F<ry -w F- LLI o -Pw'. (}^rAF'--o T SEP,- iCE&b FOR _,D A PLIA E ------ - SCALE PL0TDATE 11/15/10 SHEET A6 04 RVVf RIUVCLIIVC CLERESTORY WALL DETAILS 3"=1' 0" ROOF RIDGELINE C) PRINTED ON RECYCLED BOND w = O w o rn Z O`- w ti L9 � Lr) o `- co � � O U LLI ZD U w �— N U w -i w w m 0 LL C) w cn w -, p Q U M W � _ H Q` r w w z O �w/� W cn a > J W u-, f- U <C U o ti M lf") PERMIT # BUTTE C Et;Ehr _ -mENT SERVICES D gCOUP,'Y S LLQ ry U W F-- U ry Q w U) ry Lu C1 U Lu O U U SHEET A605 if VJ ~ rn ♦ ^ V 5uj Q U 0 W Q U M W � _ H Q` r w w z -J �w/� W cn a > J W u-, f- U <C U o ti M lf") SHEET A605 if V /) >- .J N 0 W C/) LLJ Z �w/� W cn a > J W u-, f- ~ _jH N Q LL PERMIT # BUTTE C Et;Ehr _ -mENT SERVICES D gCOUP,'Y CO LE O `j: J! TA CE DATE — � SCALE PL0TDATE 11/15/10 SHEET A605 if I 22 j VVL IIVIf I'11r1 RLJIJI M141 um VV/1L1_ FOR THE FIRST 4' OF WALL THROUGHOUT PUBLIC AREAS r10 19=WlM ■J l'i1l►l �►7I.+�lv I 0 SCALE: 1/8"=1'0" TJ D 0 d FOR THE FIRST 4' OF WALL, TYPICAL THROUGHOUT PUBLIC AREAS A ©W63 LWi Fo W-wl m I VVL IIVIr!'%l_ I RLJIJ I P11141 Uf[ 1 VVIR" FOR THE FIRST 4' OF WALL, TYPICAL THROUGHOUT PUBLIC AREAS 11 B 02 ( 1 22 C D u )BE >SIBLE ALL LLJ 0o rn Q Ofo O ILL LLLJ r) � Lo L O U F - U Lu N M Q �0 F— = U U w U Q W F- W W w z U J W Y w W m W W J W Cly w W � p Q F W �■ � W p w LL o cy) Lo O orfw 0 F- w c/) ,'I- Lo rn Ln 5 Q U �0 U W W w cr- Q ` r F- W W w z U F - cn W W J / � Q F W �■ � W U w LL o cy) Lo orfw 0 0 QU w O x v a 1 V N OL aN2�J/ A a In 1—r1 W c/) ,'I- Lo rn Ln 5 Q U �0 W W <3)M� cr- Q ` r F- W W w z i .IJ F - cn W W J / � U fY F W �■ � W U W � LL o cy) Lo W U) z �0 o a F_ 0 W v! W W J / � aF_ r F-- F W �■ � W H 111 W � Z m E m 0 wa1 1 . 1 1—r1 1 1 1 i 2 � � U 10 13 PERMIT # SCALE D BUTTE ".10U .TY DEVELOPMENT SERVICES 1 /8 n. -11 0n E - u L & �D FOR PLOT DATE 11/15/10 CODE: COMPLIANCE BY SHEET A751 U) z �0 o F_ W v! W W J / � aF_ r F-- F W �■ � W H 111 W � m E m i 2 � � U 10 13 PERMIT # SCALE D BUTTE ".10U .TY DEVELOPMENT SERVICES 1 /8 n. -11 0n E - u L & �D FOR PLOT DATE 11/15/10 CODE: COMPLIANCE BY SHEET A751 ORTAL FRAME © ` 1�1 O MULTI-PURPO SCALE: 1/811=1'0" STI -STRUCTURE T& G WOOD WALL OPEN TO ADMINISTRATIVE CORE POTENT DOOF (KEEP CLEAR OI AND STRUCTURAL PENETRATIONS -rn Af`UIM/C &'n RMI C10C OATlklfl JJ" 11VIr f1 a 1 I\LJIJ 1/-%1141 ul\ I VVFILL FOR THE FIRST 4' OF WALL TYPICAL THROUGHOUT PUBLIC AREAS GRILL; S.M.D. EMPLOYEE KITCHEN TAL FRAME GLAZED WALL PORTAL FRAME / \ o Q O ti 2i O Ldrn Of U N M -:j F- = W J U -- / U W A9.3 CV 1 ICF INAPA('T RFCICTANT r)PVIAIAI I Poll 1 . O RA n I ICF IKAPACl.T RFCICTANT nPV1A/Al I -STL STRUCTURE T& G WOOD WALL OPEN TO ADMINISTRATIVE CORE ----- -------------------------- - 1 - - - - — ........................................__... GRILL; S.M.D. 2'x10' 2" THICK / ACOUSTIC PANELS \ / 20 17 F --- Wti coLo CC) o Q O ti 2i O Ldrn Of U N M -:j F- = W J U Q U W >- w>- J W Y Of W 0o ly- < Lu U) 0� W —� p ` /}� W W z1 0 H ZDU O H L o ti c� �W LL U w F-- U re `Q W I. y LLJ C) QU Lu OF S U K Q c/) Z n000 0 _0 F W / Q n LL \ w c/)wW W }� J H J N F-� H I..L w 11I w W I - w � m u) BUTTE COUNTY DEVELOPAAENT Srl,ti ICES — W�� D DATE ia,LlNCE SCALE 1/811=1111 BY - PLOT DATE 11/15/10 SHEET A702 �"a PRINTED ON RECYCLED BOND f' d- m �n:5 v ryU r,vo W J W Q U W ly- Q ` /}� W W z1 H ZDU U L o ti c� c/) Z n000 0 _0 F W / Q n LL \ w c/)wW W }� J H J N F-� H I..L w 11I w W I - w � m u) BUTTE COUNTY DEVELOPAAENT Srl,ti ICES — W�� D DATE ia,LlNCE SCALE 1/811=1111 BY - PLOT DATE 11/15/10 SHEET A702 �"a PRINTED ON RECYCLED BOND f' cn m li 0 C i N G 0 0 ni p 1�kb r rr I Zf'� o �7 F7l WG `yam, (D as'' (Re./l m m m rTicn I m 0 > SHEET TITLE > 0 rn D INTERIOR 00�4 m � CC) ELEVATIONS `0 � II p" O SUBMITAL TYPE 0 PERMIT SET Al n C Dr7 r� m 0r li 0 D a n rn r_ Z O. 34" MAX 2 O r p co i c D p r r REVISIONS ADATE x n ENEMA 0 LUNDBERG FAMILY FARMS 5370 CHURCH STREET, RICHVALE CA, 95974 E cn n r I rn r.1-111 coo n 0 STAMP SED AfR? ARCHITECT TODD JERSEY ARCHITECTURE C23142 �j. REN. 7-31-09 c1�� 1321 8TH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 WWW.TODDJERSEYARCHITECTURE.COM Z 34" MAX O X z m c7 O �;w I M c z o 2'-3.. MIN m D -Zi G) m z m m m ;r% n 0 STAMP SED AfR? ARCHITECT TODD JERSEY ARCHITECTURE C23142 �j. REN. 7-31-09 c1�� 1321 8TH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 WWW.TODDJERSEYARCHITECTURE.COM A EXPOSED PORTAL FRAME W 1 1I vvumm t,/AA SCALE: 1/4"=1'0" �i i r- � 0 o U :22iw O uirn U Lu N co I © � it � = I U A EXPOSED PORTAL FRAME W 1 1I vvumm t,/AA SCALE: 1/4"=1'0" A B (:03 2 NK r urrik, SCALE: 1/4"=1'0" A 3ALL CONFE SCALE: 1 /4"=1'0" e / / / / COFFEE ROOM SCALE: 1/4"=1'0" u L� . V EXPOSED PORTAL FRAME A C, 30" MIN C I O 0 D 03 C D EXPOSED PORTAL FRAME 110,111, ■ i, A 0 5 IVICC 1 11V K SCALE: 1/4"=1'0" w 0 EXPOSED PORTAL FRAME EXPOSED STL COLUMN �i i r- � 0 o U :22iw O uirn U Lu N co �AA � it � = I U W C)W M W J w Y w m O C) Q w � ui w � D U w w O1 Q 75U O W U) F- Of o ti M Lu 0 1 1�1 i W F J CoU LLI F_ O 2 1 U \ \ K Q F- ~ W N F 4_ W co LIJ Q �� 4 M N 0� V 2�vj% LLJ 'o'� a 5� a m n � U I / / / SCALE 1/4"=1'0" PLOT DATE 11/15/10 BUTTE COUNTY DEVELOPMEN' S.:MI CFE , SHEET "' CODE d7b! m P� g' �t+IX..i .,iyp'.6a�,.pEA7m4 B C D A B (:03 2 NK r urrik, SCALE: 1/4"=1'0" A 3ALL CONFE SCALE: 1 /4"=1'0" e / / / / COFFEE ROOM SCALE: 1/4"=1'0" u L� . V EXPOSED PORTAL FRAME A C, 30" MIN C I O 0 D 03 C D EXPOSED PORTAL FRAME 110,111, ■ i, A 0 5 IVICC 1 11V K SCALE: 1/4"=1'0" w 0 EXPOSED PORTAL FRAME EXPOSED STL COLUMN B (:20 C D 6 SCALE: 1/4"=1'0" is PRINTED ON RECYCLED BOND u' -y.. w U) coo �i i r- � 0 o U :22iw O uirn U Lu N co �AA � it � = I U B (:20 C D 6 SCALE: 1/4"=1'0" is PRINTED ON RECYCLED BOND u' -y.. w U) coo c:> Q p L� r- � 0 o U :22iw O uirn U Lu N co J Q ry � = U U W C)W M W J w Y w m O C) Q w � ui w � D U w w O1 Q 75U O W U) F- Of o ti M Lu 0 1 1�1 i W F J ui Cncy) 0 Q U ry 1..1_ U W W C)W M � O Q` U w w O1 Q 75U U W U) Of o ti M Lu 0 1 1�1 i W F J CoU LLI F_ O 2 1 U \ \ K Q F- ~ W N F 4_ W co LIJ Q �� 4 M N 0� V 2�vj% LLJ 'o'� a 5� a m n � w F_ a 0 z 0 w Cncy) 0 Q U ry 1..1_ w J W Q C)W M � O Q` r w w O1 U) 75U U LL o ti M w F_ a 0 z 0 w z L� O O1 W v w W J_ F- 1 1�1 i W F J \ \ F- ~ W N F 4_ W co LIJ \ W 2 m n � U I / / / SCALE 1/4"=1'0" PLOT DATE 11/15/10 BUTTE COUNTY DEVELOPMEN' S.:MI CFE , SHEET "' CODE d7b! m P� g' �t+IX..i .,iyp'.6a�,.pEA7m4 FAN COIL UNIT A B C D HAND DRYER I-1 0 x-17 MAX TILT UP BENCH ~ v UJ @ 18" MAX ryO Q Lu J W M W L O Q � F -- W W y iITPco \ /� rn J F U p J co U ci Q C\j 2 0 x-17 MAX A '*�"-2% SLOPE MAX WOMEN'S LO( SCALE: 1/4"=1'0" a� X711 RAAV $ N' KER ROOM SCALE: 1/4"=1'0" C SEMIRECESSED TRASH RECEPTACLE CUSTOM MIRROR, TBD HAND DRYER B C (`RGG�I G PnARIl nP TII r= RA!"`l I=P X GREEN E BOARD SEMI RECESSED TRASH RECEPTACLE 1 R CUSTOM MIRROR, TBD SEMI RECESSED TRASH RECEPTACLE BACKER GREEN E BOARD 7 El A BATHROOM SCALE: 1/4"=1'0" GREEN E BOARD OR TILE BACKER nl IC`T/•1RA RAIr7)f1r1C] TE3f1 TILE TBD C TILT UP BENCH @ 18" MAX FROSTED WINDOW 4" T&G WALL D TILE TBD CUSTOM MIRROR, TBD SEMI RECESSED TRASH RECEPTACLE C D cw) 1'X1'X1' LOCKERS TILE TBD 1'X1'X1 I "' LOCKERS Z«� PRfNTED ON RECYCLED BOND STAINLESS STEEL'L'ANGLE AT TOP OF TILE WALL SPECIAL BULLNOSE COVE TILE SLOPE WALL TILE DETAIL ° SCALE: 1/4"=1'0" JANITOR'S CL SCALE: 1/4"=1'0" E E (FIBER REINFORCED PLASTIC) PERMIT#; QUTTE COUhI?Y DZD ELOPMENT RFE =6 �� CODECOMPLIANC' DATE BY __ TILT UP BENCH ~ v UJ @ 18" MAX ryO Q Lu J W M W L O Q � F -- W W ZJ \ /� rn J F A '*�"-2% SLOPE MAX WOMEN'S LO( SCALE: 1/4"=1'0" a� X711 RAAV $ N' KER ROOM SCALE: 1/4"=1'0" C SEMIRECESSED TRASH RECEPTACLE CUSTOM MIRROR, TBD HAND DRYER B C (`RGG�I G PnARIl nP TII r= RA!"`l I=P X GREEN E BOARD SEMI RECESSED TRASH RECEPTACLE 1 R CUSTOM MIRROR, TBD SEMI RECESSED TRASH RECEPTACLE BACKER GREEN E BOARD 7 El A BATHROOM SCALE: 1/4"=1'0" GREEN E BOARD OR TILE BACKER nl IC`T/•1RA RAIr7)f1r1C] TE3f1 TILE TBD C TILT UP BENCH @ 18" MAX FROSTED WINDOW 4" T&G WALL D TILE TBD CUSTOM MIRROR, TBD SEMI RECESSED TRASH RECEPTACLE C D cw) 1'X1'X1' LOCKERS TILE TBD 1'X1'X1 I "' LOCKERS Z«� PRfNTED ON RECYCLED BOND STAINLESS STEEL'L'ANGLE AT TOP OF TILE WALL SPECIAL BULLNOSE COVE TILE SLOPE WALL TILE DETAIL ° SCALE: 1/4"=1'0" JANITOR'S CL SCALE: 1/4"=1'0" E E (FIBER REINFORCED PLASTIC) PERMIT#; QUTTE COUhI?Y DZD ELOPMENT RFE =6 �� CODECOMPLIANC' DATE BY __ ui ry LuU U Q LLJ ry W 0 U Lu 0 U K Q Z�GS�y b/�l m M� uj U U w Oof a 2�J/j O� c��c Q U) CD ~ v UJ U ryO Q Lu J W M W L O Q � F -- W W ZJ \ /� rn J F U p J co U ci Q C\j 2 0 000 O T LL- LU N u'a Lu co ,J Q = U U w J w W C/) W W -� m p p O ui ry LuU U Q LLJ ry W 0 U Lu 0 U K Q Z�GS�y b/�l m M� uj U U w Oof a 2�J/j O� c��c Q U) W V, Lo rn Lo rn v z U ryO Q Lu J W M W �- _U Q � F -- W W ZJ \ /� U) J F U p J U W 2 u— o CIO Ln W z F- ryO O �- n/ L.L Q �I 0 \ /� W V ! > J F ~ J W F- zLu YY II I W 2 Z LL1 � D 2 0 u'a SCALE1/4"=1'0" PLOT DATE 11/15/10 A7.5 z ryO O �- n/ L.L Q �I W W \ /� W V ! > J F ~ J W F- zLu YY II I W 2 LL1 � D SCALE1/4"=1'0" PLOT DATE 11/15/10 A7.5 /0 I HALLWAY TO SCALE: 1/8"=1'0" W�=LrrMWA LWWALVIIWI i 1 \LI I .INET \!l I VI \V SCALE: 1/4"=1'0" 00 32 MICROWAVE STAINLESS STEEL SHELVES TAINLESS STEEL CABINETS ,ND COUNTER TOP B 14 r Vnl1['�rn ^^I I ILAAI C 0 IVL TVI!"\,. l 11114L-- SCALE: IIVC C 17 C E 0 (F) 2'-8" 2'-8" 2'-8" 4'-10" SOFFIT ABOVE DOORWAY C EXPOSED COL MAPLE CABINETS (3) RESIDENTIAL RANGE HOODS 30 STL CABINETS W MAPLE BUTCHER BLOCK COUNTER TOP 3 RESIDENTIAL STOVES (1) GAS (1) ELECTRIC COIL (1) GLASS TOP SOFFIT ABOVE SINKS EMBEDDED COLUMN MAPLE CABINETS i ti ti rn p LL J Q ti o O w U w 1-- = Z U � ry U Lu J W Lu w Q Q Lu w w w M W L7 � F- 0 r w Lu w z 0 —1 F H W Z O Q ' r Lllli W � _ U I— LJLti o M Ln In D SHELVES AND POTENTIAL FUTURE DOOR LOCATION (KEEP CLEAR OF ELECTRIC AND PLUMBING) STL CABINETS W1 STONE COUNTER TOP----/ 16 PERMIT # BUTTE COUNTY DEVELOPMENT SERVIC RL'Z-Vi"EAM D FOR CODL: COMPLIANCI DATE By I.- Lu U)Q oLo ~o N M ti rn p LL J Q ti o O w U w 1-- = Z U � ry U Lu J W Lu w Q Q Lu w w w M W m � F- p r w Lu w z 0 —1 F H W Z O Q ' r Lllli W � _ U I— LJLti o M Ln In LLl U w H U ry Q w cn w 0 oU W 0 F 2 H U a SCALE: 1/4"=1'0" Q PRINTED ON RECYCLED BOND �•/ , U) n � L0 rn Ln rn 0 Z Q U � ry Lu J W Q M W LL � F- Q` r w Lu w z —1 F H W Z U Q ' r Lllli W � _ U 0] co D LJLti o M Ln SCALE: 1/4"=1'0" Q PRINTED ON RECYCLED BOND SCALE 1/4"=110" PLOT DATE 11/15/10 SHEET A706/ C/) Z � ry _O _O I1/ L.L Q LLI W W \ W/) > F- J W F H W Z W Q ' r Lllli W � _ 0] co D co In SCALE 1/4"=110" PLOT DATE 11/15/10 SHEET A706/ JAMB JAMB JAMB JAMB W Q co 0 Z 0 TYP OUTSWING DOOR THROUGH INTERIOR WALlollL D2 311=1 TYP OUTSWING DOOR THROUGH STUCCO WALL 3 TYP OUTSWING DOOR THROUGH WOOD WALL 4 TYP OUTSWING DOOR THROUGH METAL WALL cn ; Lu 3"=1'0" PRINTED ON RECYCLED BOND SCALE PL0TDATE 11/15/10 PERMIT # BUTTE COUNTY DEVELOPIMENT SE✓ .r;;;. , ��.� :—V1' —7-- X E SHEET CODE CO&' P1LlA[� ,f DATE BY --- A901 re Co PRINTED ON RECYCLED BOND wo = 2 O w Z O WOOD MTL � w Ir Z) w STUCCO U w J w Y ui W J \ Co co O Q` r \ Zc/) D W z J �_ > ~ J l- H W U O QU U) U) LL Al T HEAD HEAD HEAD HEAD L VERT. SECTION THROUGH TYP. INT. WINDOW VERT. SECTION THROUGH TYP STOREFRONT WINDOW 2 VERT. SECTION THROUGH TYP STOREFRONT WINDOW 3 VERT. SECTION THROUGH TYP STOREFRONT WINDOW 4 1 31/11011 311=11011 3"=1 l0,l 311=11011 @ @ WOOD MTL STUCCO Ell m �-- j / II \ j SILL \ SILL SILL SILL VERT; SECTION THROUGH TYP INTERIOR WINDOW VERT. SECTION THROUGH TYP STOREFRONT WINDOW VERT. SECTION THROUGH TYP STOREFRONT WINDOW 7 VERT. SECTION THROUGH TYP STOREFRONT WINDOW 8 5 3 —1 0 6 3"=1'0" 3��=1101' 3"=110„ WOOD @ MTL STUCCO i r I JAMB a JAMB JAMB JAMB - - HORIZ. SECTION THROUGH TYP. INT. WINDOW HORIZ SECTION THROUGH TYP STOREFRONT WINDOW 11 HORIZ SECTION THROUGH TYP STOREFRONT WINDOW 12 HORIZZ SECTION THROUGH TYP STOREFRONT WINDOW 9 3 —1 0 10 3"=1'0" 3 —1 0 3 —1 0 1/811 MAX ,I CD III I' i u Q Q Q \It 77 a Q ri Q Q n rtRMIT #_ BUTTE COUNTY DEVELOPq,- — — ".— it 9<... X17 baD PC—)R� CODS, C0 7 7n .. - �"�iD���"� DATE CE 9 is Y_------------____ HORIZ SECTION THROUGH TYP STOREFRONT WINDOW HORIZ SECTION THROUGH TYP STOREFRONT WINDOW 14 CORNER VISITOR'S CENTER 15 VERT. SECTION FOUNDATION 16 13 3 —1 0 3"=1.0.. 3"=1.0.. 311=11011 Co PRINTED ON RECYCLED BOND wo = 2 O w Z O ti � `- oo N u � w Ir Z) w N U w J w Y ui W J W U) � W �Q Co co O Q` r w w Zc/) D W z J �_ > ~ J l- H W U O QU U) U) LL H Lu 01 -1I - U w U Q W U) 1)1-10W �M U M Lu �O U 5 VJ rs C) c� S c) U W J LuU co W H 0 0 U) W VJ ~ G) rn 0 Q U W J LuU co O Q` r w w Zc/) /w(n /'� W W z J �_ > ~ J l- H W U W S QU U) U) LL m ti M Lr) W H 0 0 U) W SCALE PL0TDATE 11/15/10 SHEET A9m3 1 J Q W O Q /w(n /'� W W z J �_ > ~ J l- H W w' ¢ I I HIII.....•IIL--...�� m W W S m U) U) SCALE PL0TDATE 11/15/10 SHEET A9m3 1 1 VERTICAL SECTION THROUGH NAIL -ON WINDOW 311=11011 "=1,0„ 0 VERTICAL SECTION THROUGH NAIL -ON WINDOW 311=11011 "=1'0" 9 LVERTICAL SECTION THROUGH NAIL -ON WINDOW 311=110" 13) VERTICAL SECTION THROUGH NAIL -ON WINDOW 311=110"' HEAD SILL XSTADECK WIDE FINISH GRADE WOOD JT TO FIT 8" X 5" FINISH GRADE WOOD =ADER BELOW WINDOWS TO PROVIDE ALL'S LATERAL SUPPORT 2 VERTICAL SECTION THROUGH OFFICE CLERESTORY WINDOW 3"=1'0" BLOCKING BETWEEN TOP AND BOTTOM 5/8" X 5" FINISH GRADE WOOD FLANGES �� 5/8" X 5/8" FINISH GRADE WOOD 2X6" STL / 1/4" LAMINATE CLEAR GLASS F.O.S. BELOW WEBBING OF STEEL AT GRID JAMB AT OFFICE WALL 6 0"?Ml�n�v�v ONTAL SECTION THROUGH OFFICE CLERESTORY WINDOWS ACUSTADEK 10, 10 ---------------- L====.==._lJ`L 1 II II I II II II II I�. � II 111/ II II II II li 1 � I II II II II 11 II I' it I II II II II II 1 � I I I II II 11 II II I I I II II II II II II II II I II II II II II II I II II II I II II II II II II I II II II 1 II 11 II II 11 II II II II I II II II II II II 11 II II I I II II IIII II II II II II II I 1 II II II II II I 1 � Ii II II II I 1 I II II II II II 11 1 1 li, n II 11 11 11 KING STUDS AT S.L. " 11 II I I II I II II II II II II TO STEEL BEAM 1 II II 11 .1 II 11 11 I I D.WALL II I I II II II 11 I II II II II I I II II II II I II II II I 1 II II II II II II II I 1 II II II II II II II I 1 X111 111111 111 II II II II II II I I I II II II II II II 11, II II II II II II HEADER BELOW WINDOW TO II II II II II II II II n 1 JAMB PROVIDE LATERAL SUPPORT it II IIII II II II II II II II II I 1 11 II II II II KING STUDS TO ACUSTADEK 11 I ; 1 II II II III II II II II II I , ill II II II II II ill 11 i II II II II II II II II 11 II II II II I ,11 IIII 1111 II II II II II II II I II II II II II II II II II 11 I , II II II II II II 11 1 , 11 11 II 11 11 11 I II II 1111 II II II II II II II -LL IL u HEAD 9 FRAMING AT OFFICE WALL -INT. ELEVATION 1/4"=1'0" MITER TRIM AT ALL WINDOW CORNERS MITER TRIM AT TOP RUN DOORWAY TRIM 3 1 TYP. TRIM AT DOORS AND WINDOWS- INT. ELEVATION NTS 7 EDGE OF PLY SHEATHING A � SILL FLASHING EDGE OF PLY SHEATHING FLEX WRAP IN CORNER ON TOP OF FLASHING FLEX WRAP TYVEKP&S FLASHING B EDGE OF PLY SHEATHING PLACE BUILDING WRAP NDOW ROUGH. 'ENING LACE TYVEK FLASHING VER 1X WOOD BLOCK 0 CREATE WATER DAM 9" ADHERE TO PLY SHEATHING 3" LEAVE UNADHERED WINDOW ROUGH OPENING USE FLEX WRAP OVER BUILT-UP WOOD CURB Im WINDOW ROUGH OPENING 1 I I 11111111 1 z IIIII1111111� I 1 III I I I I I I I I i. 111111 9" ADHERE TO D PLY SHEATHING IIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 IIIIIIIII11111111 I I I I I I I V I I I I I I I I ! I ! I III11111111111111 I IIIIIIIIIIIIIII1111'I " I I I I I I I I I I I I I I 111II11II( I I I I I I I I I I I I I I I IIII I I I I I I I I I I I I I I I I I I I I Ij !1 13 SAVE r I I I I I I I I I I I I I I I I I I I I I I IIINADTIE E♦Z� 1111 I l l l l l l l l l l l l l l l l l l l l l l l i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I! I I I I I I I NAIL FIN WINDOW ;11 C 9" ADHERE TO (IIII (IIII NAIL FIN AND 3"ADHERESTO 1 1 PLY SHEATHING BUILDING WRAP ADD BUILDING 111 WRAP III I !11111 II IIIIIIII 1 II �' 111111 , 111 111111 I ('Ill I ` III11111111'I I III'III'III 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 1! 1 1 1111111111111 11!111111111111! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A OID1 EICI 1 1 1 h?"IWIDEIJAF4BI E�CTENSIONSI 1111 111 IIIIIIIIII' 11 I !111!111 1 1 1 1 1 1 1 I 1 1 1 1{ I I I 1 1 1 I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I ='�= � II'Ill'Illllllll 11111111111111111III11IIIII111111�11 /;II1111'Ill'Illll III I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1! 1 1 1 1 1 I1111111111111111IIIIIIIIIIIIIIIIIIIIIIIII 1111111111111 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! 1! 1 1 1 1 JAMB EXTENSIONS D ADD TYVEK 12" P&S OVER HEAD FLASHING, EAD FLASHING (IIIIIIIIIIIIIIIII 111111111111111 11 11111111111 I 11111111 (IIII 1111 1 1! 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIIIIIIIIIIIII 11 � IIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I 1 1 1 1 1 1 XTENSI N III'1 1!11!111 111�1111141IIIII 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I 1 1 1 1 1 1 111 11111 I 11111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1111 ��{ � 111111 111111111111 11111111 ��I'��' 1 1 1 I I I 11111 1111111 11111111111111 �.:.k" 111111'111'1 I' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 111 111111!1111111111111111111111111 111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E HEAD FLASHING ! 111 111111 111 11'1j11 I ' 1111111111111111111111111 Il I IIIIIIII I I 1 AJ�D^ BUILD N, IIIIIII (IIII IIIIIIIIIW�I`IIIII I I I I I I I I l l l l ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 ( I I I I 1 1 1 1 I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I ( I I I I I I I I ! I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I II I I I I I I ( I I I I I I 1 1 1 1 1 1 I I I I IIIIIII I � ( I I I I I I I I 1 1 1 1 1 1 I I I I I I I I I 1 1(! 1 1 I I I I I I I I I I I I I I I I 1 1 1 1 1 1 IIIIIIIIIIIIII! / IIIIIIIIIIIIII I I I I I I I I I I I I I 1111111111 111 � (IIIIIIIIIIIIIII (IIII I II IIIIIIII11111111 I I I I I I I I I I I I I I I I I 1 1 1 1 I 1 1 1 1 1 1 ( I I I I I I I I I I I I I I I I I I I I I I I I I I kll N* /I1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 ��,. I 1 1 1 1 1 1 uz ; ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIIIIII11I1!IIIIIIIIIIIIIIIIIII IIIIIIIII11I1111 II'IIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIII IIIIIIIIIIIIII BUILDING WRAP BUTTE COUNTY LIEVELOPNIENT SERVICES FIS-VEWED FOR CODS COiNAPLI NC BY tQ PRINTED ON RECYCLED BOND LL j W cn C� c co O r t` Z 0 L- J U W J W W m I-- I-- � Lo � O r co O r �r C6 c'j Ln O r U O U uj z:) F- W F- } W co W -, p Q U W J w Q U coF- O Q` /}. W W Q /w W cn U)U > J F 0000 .IN ¢ _ H L J ,,, ::D U CD LL1 7 N O ti M Ln LLJ I— Lu F— _r U ry Q Lu U) ry ujF- U W O x F— U K 0 U3 �� U w tr SCALE - PL0TDATE 11/15/10 SHEET A9m4 �•/ J � rn rn �^ `J Q Q U W J w Q U coF- _ Q` /}. W W Q /w W cn U)U > J F 0000 .IN ¢ _ H L J ,,, ::D U CD LL1 7 N O ti M Ln SCALE - PL0TDATE 11/15/10 SHEET A9m4 Q W O Q /w W cn W J ~_ > J F 0000 .IN ¢ _ H L H W ,,, W 2 CD LL1 7 N U SCALE - PL0TDATE 11/15/10 SHEET A9m4 DOOR CONFIGURATION SS- SWING SIMPLE BP - BIPART DA - DOUBLE ACTING RU - ROLL UP SECTIONAL C -CASEMENT DOOR SCHFDUI F DOOR MATERIAL COUNT FRAME MATERIAL DOOR & FRAME FINISH SW -SOLID WOOD MTL - METAL ANO -ANODIZED ALUMINUM P - PAINT HW- HOLLOW WOOD IMTL - INSULATED METAL MC - METAL CLAD S - STAIN SM - SOLID MASONITE MC - METAL CLAD WOOD SW - SOLID WOOD F - FACTORY HM - SOLID MASONITE G - TEMPERED GLASS FJ - FINGER JOINT 01 15 SO" MTL - HOLLOW METAL FIXED m 08 09 10 11 TAG COUNT WIDTH HEIGTH R.O. WIDTH R.O. HEIGTH CONFIGURATION DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH GLAZED FIRE RATING MANUFACTURE AND NUMBER HEAD DTL. NO. SILL DTL. NO. JAMB DTL. NO. MULLION DTL. NO. ADDITIONAL REMARKS 01 15 SO" TO" FIXED B3 SS SW S MTL P N DTL. NO. TBD ONE WINDOW TO BE FROSTED GLASS - 5 3'0" INT. SOLID 02 4 60" TO" SERVER ROOM - BP IMTL F ANO F Y INTERIOR WINDOW -LAMINATE GLASS NECESSARY FOR ACOUSTICS TBD - F1 _ - EXT. GLAZED 03 1 68" TO" 106 2"X4-1/2" BP SW S MTL P Y - TBD -- 8' F1 - INTERIOR BOARD ROOM DOOR; USE CLEAR SWING HINGES 04 3 60" 7'0" - - BP SW S MTL P N 60 MIN TBD - 109 MEETING ROOM - INT. SELF CLOSING 05 2 TO" TO" C3 - SS SW S MTL P Y - TBD - - - - KITCHEN PARTIAL GLAZED 06 2 610" 8'0" INTERIOR WINDOW- LAMINATE GLASS NECESSARY FOR ACOUSTICS G BP IMTL P ANO F Y W1 TBD - N - - INCORPORATED INTO STOREFRONT WINDOWS 07 8 SO" TO" 128' 4' SS IMTL F MTL P Y DOUBLE TBD _ W1 - - EXTERIOR GLAZED 08 1 60" TO" W1 W1 BP IMTL S MTL P N - TBD - W1 - - EXT. MECH ROOM DOOR- CONFIRM DIMENSIONS AT SITE BEFORE ORDERING. 09 2 TO" 70" - - SS SW S MTL P N 60 MIN TBD W1 ALL PANELS FIXED - - INT, SELF CLOSING 10 15 63" TO" B1 W1 SS IMTL F MTL P Y - TBD - 161' 4' 2' OFFICE DOORS 11 8 3'0" TO" SINGLE B1 SS SW F MTL P Y TBD - INTERIOR GLAZED 12 - - - NECESSARY FOR ACOUSTICS 21' - 2' 6' - SW 13 - - - - - - - A WINDOW TYPE A - AWNING HS - HORIZONTAL SLIDER DH - DOUBLE HUNG SH - SINGLE HUNG C -CASEMENT WINnO1A/SCHFnI11 F F - FIXED FC -FRENCH CASEMENT SKY - SKYLIGHT WINDOW MATERIAL MC -METAL CLAD VC - VINYL CLAD W - WOOD AL -ALUMINUM TB -THERMALLY BROKEN V -VINYL FB - FIBERGLASS WINDOW FINISH (INTERIOR FACE) P - PAINT S - STAIN F -FACTORY WINDOW NOTES -DOOR & WINDOW CONTRACTORS AND / OR MANUFACTURERS TO SUBMIT DOOR AND WINDOW PACKAGES TO ARCHITECT FOR APPROVAL BEFORE COMPLETION OF ORDER AND COMMENCEMENT 0 G OF FABRICATION AND / OR INSTALLATION ALL WINDOW HARDWARE SHALL BE SINGLE -EFFORT, LEVER TYPE HARDWARE CONFORMING WITH CBC 11338.2.5 TAG COUNT WIDTH HEIGTH R.O. WIDTH R.O. HEIGTH WINDOWTYPE WINDOW MATERIAL FINISH GLAZING SCREEN MANUFACTURE AND NUMBER HEAD DTL. NO. SILL DTL. NO. JAMB DTL. NO. MULLION DTL. NO. ADDITIONAL REMARKS A 40 TO" 60" HEIGHT - FIXED B3 W2/ W4 DOUBLE N SERIES 3000 ALL-WEATHER DTL. NO. - DTL. NO. DTL. NO. ONE WINDOW TO BE FROSTED GLASS B 5 3'0" 319" 8' Cl FIXED MTL SERVER ROOM SINGLE N CUSTOM WOOD FRAMED - - - - INTERIOR WINDOW -LAMINATE GLASS NECESSARY FOR ACOUSTICS 105 MEN'S LOCKER ROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W2/ W3 C2 - 106 2"X4-1/2" F1 B3 W1 W1 W1 D 2 3'O" 3'6" 8' F1 AWNING MTL - SINGLE N CUSTOM WOOD FRAMED - - STORAGE AND COPIER ROOM - INTERIOR WINDOW- LAMINATE GLASS NECESSARY FOR ACOUSTICS W1 W1 W1 W1 Cl - 109 MEETING ROOM F1 B1 W1 2"X4-1/2" W1 W1 C3 - 110 F 1 12'0" 8101, - - FIXED - - SINGLE N CUSTOM WOOD FRAMED - - - W1 INTERIOR WINDOW- LAMINATE GLASS NECESSARY FOR ACOUSTICS G 2 TO" 60" - B1 FIXED W1 iDOUBLE W1 N SERIES 3000 ALL-WEATHER - PRIVACY ROOMS F1 B1 @ IT WORKSPACE AND STORAGE TYPICAL 8' HIGH INTERIOR TYPICAL 8' HIGH EXTERIOR GLAZED WALL GLAZED WALL ('I A7Fn IAIAI I qr.wFni II F TYPICAL 6' HIGH EXTERIOR GLAZED WALL TYPICAL 4' HIGH GLAZED WALL AT CLERESTORY TYPICAL 2' HIGH GLAZED WALL AT CLERESTORY TYPICAL 2' HIGH INTERIOR OFFICE CLERESTORY WINDOWS TYPICAL 6' HIGH INTERIOR OFFICE CLERESTORY WINDOWS TAG TOTAL PANE PANE TOTAL R.O. R.O. MATERIAL FINISH GLAZING SCREEN MANUFACTURE HEAD SILL JAMB MULLION ADDITIONAL REMARKS W1 LENGTH WIDTH HEIGTH HEIGHT WIDTH HEIGTH B3 W2/ W4 W2/ W4 W2/ W4 AND NUMBER DTL. NO. DTL. NO. DTL. NO. DTL. NO. F1 B3 30' 4' 2' 8' Cl - MTL SERVER ROOM SINGLE B3 KAWNEER - - W1 Cl ALL PANELS FIXED 105 MEN'S LOCKER ROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W2/ W3 C2 - 106 2"X4-1/2" F1 B3 W1 W1 W1 W1 124' 4' 2' 8' F1 - MTL W2/ W3 DOUBLE W2/ W3 KAWNEER - - STORAGE AND COPIER ROOM - ALL PANELS FIXED W1 W1 W1 W1 Cl - 109 MEETING ROOM F1 B1 W1 2"X4-1/2" W1 W1 C3 - 110 BATHROOM 118' 4' 2' 6' W2/ W3 - MTL - DOUBLE QUIET ROOM KAWNEER - - W1 W1 ALL PANELS FIXED C3 - - TYP. OFFICE F1 B1 W1 W1 W1 W1 C3 2"X4-1/2" 116 PRIVACY ROOMS F1 B1 W1 W1 128' 4' 2' 4' 117 FILE STORAGE ROOM MTL B1 DOUBLE W1 KAWNEER W1 - - ALL PANELS FIXED F1 B1 W1 W1 W1 W1 C3 - 119 HUMAN RESOURCES OFFICE F1 2"X4-1/2" W1 W1 W1 W1 Cl - 245' 4' 2' 2' W1 - MTL W1 DOUBLE KAWNEER COPIER ROOM - B1 W1 ALL PANELS FIXED W1 W1 C1 - 122 - - B1 W1 W1 W1 2"X4-1/2" I- 125 SMALL MEETING ROOM F1 B1 161' 4' 2' 2' C3 - SW SMALL CONFERENCE ROOM SINGLE B1 CUSTOM WOOD W1 W1 - C3 INTERIOR WINDOW- LAMINATE GLASS FRAMED NECESSARY FOR ACOUSTICS 21' 4' 2' 6' - SW SINGLE CUSTOM WOOD - INTERIOR WINDOW- LAMINATE GLASS FRAMED NECESSARY FOR ACOUSTICS FINISH SCHEDULE FINISH SCHEDULE (CONTINUED) DOOR MOTES -ALL DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER TYPE HARDWARE CONFORMING WITH CBC 1133B.2.5 -ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR f HARDWARE SHALL CONFORM WITH CBC SECTION 1003.3.1.8 ROOM NAME FLR. BASE WALLS CEIL. REMARKS N E IS JW 101 BOARD ROOM F1 B1 W1 W1 W1 W1 C3 - 102 CUSTODIAL CLOSET F1 B3 W2/ W4 W2/ W4 W2/ W4 W2/ W4 C2 - 103 MECHANICAL ROOM F1 B3 W1 W1 W1 W1 Cl - 104 SERVER ROOM F1 B3 W1 W1 W1 W1 Cl - 105 MEN'S LOCKER ROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W2/ W3 C2 - 106 IT WORKSPACE AND STORAGE F1 B3 W1 W1 W1 W1 Cl - 107 WOMEN'S LOCKER ROOM F1 B2 W2A W3 W2/ W3 W2/ W3 W2/ W3 C2 - 108 STORAGE AND COPIER ROOM F1 B1 W1 W1 W1 W1 Cl - 109 MEETING ROOM F1 B1 W1 W1 W1 W1 C3 - 110 BATHROOM F1 B2 W2 /W3 W2/ W3 W2/ W3 W2/ W3 C3 - 111 QUIET ROOM F1 B1 W1 W1 W1 W1 C3 - - TYP. OFFICE F1 B1 W1 W1 W1 W1 C3 ROOM NUMBERS 111, 112, 113, 114, 115, 123, 124, 128, 130 116 PRIVACY ROOMS F1 B1 W1 W1 W1 W1 Cl - 117 FILE STORAGE ROOM F1 B1 W1 W1 W1 W1 C3 118 HR SIDE OFFICE F1 B1 W1 W1 W1 W1 C3 - 119 HUMAN RESOURCES OFFICE F1 B1 W1 W1 W1 W1 Cl - 120 CONFERENCE/ TRAINING ROOM F1 B1 W1 W1 W1 W1 C2 121 COPIER ROOM F1 B1 W1 W1 W1 W1 C1 - 122 - - B1 W1 W1 W1 W1 I- 125 SMALL MEETING ROOM F1 B1 W1 W1 W1 W1 C3 126 SMALL CONFERENCE ROOM IF1 B1 W1 W1 W1 W1 C3 FINISH SCHEDULE (CONTINUED) DOOR MOTES -ALL DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER TYPE HARDWARE CONFORMING WITH CBC 1133B.2.5 -ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR f HARDWARE SHALL CONFORM WITH CBC SECTION 1003.3.1.8 SCAQMD VOC LIMITS (RULE #1168) ARCHITECTURAL APPLICATIONS ROOM NAME FLR. BASE WALLS CEIIL, REMARKS N E S W 127 LARGE OFFICE F1 61 W1 W1 W1 W1 C3 SUBFLOOR ADHESIVES 129 COFFEE ROOM F1 B1 W2 W2 W2 W2 Cl - 131 SMALL MEETING ROOM F1 B1 W1 W1 W1 W1 C3 MULTIPURPOSE CONSTRUCTION ADHESIVES 132 STORAGE F1 B3 W1 W1 W1 W1 C3 133 LARGE CONFERENCE ROOM F1 B1 W1 W1 W1 W1 C3 METAL TO METAL 134 RECEPTION F1 B1 W1 W1 W1 W1 C3 - 135 VESTIBULE F1 B1 W1 W1 W1 W1 C3 - 136 LOBBY F1 B1 W1 W1 W1 W1 C3 - 137 MULTI-PURPOSE ROOM F1 B1 W1 W1 W1 W1 C3 138 STORE AND VISITOR'S CENTER F1 B1 W1 W1 W1 W1 C3 - 139 WOMEN'S RESTROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W2/ W3 C2 140 STORAGE F1 B3 W1 W1 W1 W1 Cl - 141 JANITOR'S CLOSET F1 B3 W2/ W4 W2/ W4 W2/ W4 W2/ W4 C2 142 143 MEN'S RESTROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W2/ W3 C2 144 COMMERCIAL KITCHEN F1 B3 W2 W2 W2 W2 C2 145 SCULLERY F1 B3 W2 W2 W2 W2 C2 146 EMPLOYEE KITCHEN F1 B1 W2 W2 W2 W2 C2 147 BREAK ROOM F1 B1 W1 W1 W1 W1 Cl 148 ADMINISTRATIVE CORE F1 B1 W1 W1 W1 W1 C3 SCAQMD VOC LIMITS (RULE #1168) ARCHITECTURAL APPLICATIONS VOC LIMIT g/L LESS WATER SPECIALTY APPLICATIONS VOC LIMIT g/L LESS WATER INDOOR CARPET ADHESIVES 50 PVC WELDING 510 CARPET PAD ADHESIVES 50 CPVC WELDING 490 WOOD FLOORING ADHESIVES 100 ABS WELDING 325 RUBBER FLOORING ADHESIVES 60 PLASTIC CEMENT WELDING 250 SUBFLOOR ADHESIVES 50 ADHESIVE PRIMER FOR PLASTIC 550 CERAMIC TILE ADHESIVES 65 CONTACT ADHESIVE 80 VCT & ASPHALT ADHESIVES 50 SPECIAL PURPOSE CONTACT ADHESIVE 250 DRYWALL & PANEL ADHESIVES 50 STRUCTURAL WOOD MEMBER ADHESIVE 140 CORE BASE ADHESIVES 50 SHEET APPLIED RUBBER LINING OPERATIONS 850 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 TOP AND TRIM ADHESIVE 250 STRUCTURAL GLAZING ADHESIVES 100 - ~ wa i SUBSTATE SPECIFIC APPLICATIONS VOC LIMIT g/L LESS WATER SEALANTS VOC LIMIT g/L LESS WATER METAL TO METAL 30 ARCHITECTURAL 250 PLASTIC FOAMS 50 NONMEMBRANE ROOF 300 POROUS MATERIAL EXCEPT WOOD 50 ROADWAY 250 WOOD 30 SINGLE PLY ROOF MEMBRANE 450 FIBERGLASS 80 OTHER 420 FRP -FIBER REINFORCED PLASTIC - CONTACT ADHESIVE 80 � TBD W —� CD SEALANT PRIMERS VOC LIMIT g/L LESS WATER ARCHITECTURAL NON POROUS 250 ARCHITECTURAL POROUS 775 OTHER 750 EXTERIOR FINISH NOTES -ALL EXTERIOR TRIM FOR WOOD, MTL AND STUCCO TO BE BRONZE ANODIZED ALUMINUM OR EQUAL MATCHING COLOR. -ALL TRIM AT STRUCTURAL PENETRATIONS OF EXTERIOR SIDING TO MATCH TRIM -SMOOTH BROOM FINISH CONCRETE TO BE USED IN ALL AREA UNLESS SPECIFIED SEE LANDSCAPE PLANS. -SOLAR WHITE ROOF TO BE USED. S.S.D -WHERE "WOOD SIDING, TYP." IS NOTATED IN ELEVATIONS, USE 1"X 6" WOOD, PREFERABLY REDWOOD, FINISHED TO EXTERIOR STANDARD. -WHERE "METAL SIDING, TYP." IS NOTATED IN ELEVATIONS,USE MBCI'S 20 GA. 120 FW PANEL. (MODEL FW -120-0) FINISH METAL PANEL TO MATCH BRONZE ANODIZED ALUMINUM STOREFRONT WINDOWS AND TRIM- -WHERE "STUCCO SIDING, TYP." IS NOTATED IN ELEVATIONS ,USE A 3 -COAT PORTLAND CEMENT PLASTER WITH A SMOOTH SAND FINISH. EXTERIOR STUCCO PAINT TO BE A HIGH QUALITY ELASTOMERIC PAINT -EXPOSED STRUCTURAL STEEL ON THE EXTERIOR SHALL BE PRIMED AND PAINTED. BUTLER'S SANTE FE RED HAS BEEN CHOSEN AS THE COLOR. -NON-EMBOSSED, MODULEZE II PANEL TO BE USED IN ALL SOFFIT AREAS. SOFFIT TO BE FACTORY FINISHED WHITE. S.S.D. INSULATION NOTES -MIN. R-19 INSULATION TO BE USED IN ALL EXTERIOR WALL -MIN. R-30 INSULATION TO BE USED IN ALL ROOF AREAS. -BUTLER THERMAL SPACER BLOCKS TO BE USED BETWEEN PURLINS AND ROOFING SYSTEM. INTFRIOR AAATFRIAI ,,r"r-ni II F GREENSEAL VOC LIMITS AEROSOL ADHESIVES VOC WEIGHT (G/L MINUS WATER) GENERAL PURPOSE MIST SPRAY 65% VOCs BY WEIGHT GENERAL PURPOSE WEB SPRAY 55% VOCs BY WEIGHT SPECIAL PURPOSE AEROSOL ADHESIVES ALL TYPES 70% VOCs BY WEIGHT PAINTS VOC LIMIT (G/L) (REGULATION IN PARENTHESIS) MEET CARPET & RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM FLATS 50 GS -11 VOC LIMIT OF 50 g/L NON -FLATS 150 GS -11 O ANTI CORROSIVE/ ANTI -RUST 250 GS -03 U CLEAR WOOD FINISHES 50 SCAQMD Z) (1) FLOOR COATINGS 150 SCAQMD SEALERS 250 (WATERPROFFING); SCAQMD 275 (SANDING): 200 OTHER SHELLAC 730 (CLEAR) SCAQMD 550 PIGMENTED STAINS 250 SCAQMD F - co B2 CARPETS CODE CARPET MEET CARPET & RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM CARPET CUSHION CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM CARPET ADHESIVE VOC LIMIT OF 50 g/L WOOD PRODUCTS COMPOSITE AND AGRIFIBER PRODUCTS USED ON THE INTERIOR OF THE BUILDING SHALL CONTAIN NO UREA -FORMALDEHYDE RESINS. LAMINATING ADHESIVES USED TO FABRICATE ON-SITE AND SHOP APPLIED COMPOSITE WOOD AND AGRIBER ASSEMBLIES SHALL CONTAIN NO UREA -FORMALDEHYDE RESINS. WHEREVER POSSIBLE, USE WOOD WHICH IS CERTIFIED WITH THE FSC's (FOREST STEWARDSHIP COUNCIL) PRINCIPLES AND CRITERIA. INTERIOR FINISH NOTES: -SMOOTH BROOM FINISH CONCRETE TO BE USED IN ALL AREA UNLESS SPECIFIED -INTERIOR ADHESIVES, SEALANTS AND SEALANTS PRIMERS SHALL COMPLY WITH SOUTH COAST AIR MANAGEMENT DISTRICT (SCAQMD) RULE #1168. SPEC LOW VOC -INTERIOR PAINTS, COATINGS AND PRIMERS HAVE LESS VOC CONTENT THAN ESTABLISHED IN GREEN SEAL STANDARD GS -11, PAINTS, FIRST EDITION, MAY 20, 1993. -CLEAR WOOD FINISHES, WOOD COATINGS, STAINS, SEALERS, AND SHELLACS SHOULD NOT EXCEED VOC LIMITS ESTABLISHED IN SOUTH COAST AIT QUALITY MANAGEMENTDISTRICT (SCAQMD) RULE 113, ARCHITECTURAL COATINGS. SURFACE CODE DESCRIPTION/ SPECIFICATION MANUFACTURER GROUT NOTES FLOOR F1 CONCRETE W/ SEALER TBD - O O 0 -:*- L U CN U rn O Z) (1) 0 U CL C Q o ti cy') Ln a = Z BASE B1 WOOD BASE 1"X6" RECLAIMED FIR - F - co B2 TILE TBD - LL 12, B3 4" RUBBER BASE TBD - ~ wa i i i WALL W1 ACRYLIC LATEX FLAT TBD - W W2 SEMI -GLOSS ENAMEL TBD - - W3 TILE (OR SIMILAR) TBD W4 FRP -FIBER REINFORCED PLASTIC TBD - TO 6' FROM F.F. � TBD W —� CD p p O H CEILING Cl GYPSUM BOARD W/ FLAT ACRYLIC LATEX TBD C2 GYPSUM BOARD W/ SEMI -GLOSS ENAMEL TBD - C3 ACOUSTICAL METAL CEILING;, FACTORY FINISH ACUSTADEK NF -24 - PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY BU1"1't Co1,7A7TV FEB 0 3 2011 DEVELOPI'v:i.N', SERVTCF;S F- o ti � 5 W Q U r QU W ti v O O 0 -:*- L U CN U rn O Z) (1) 0 U CL C Q o ti cy') Ln a = Z F- CD F - co O - U r- LL 12, W M -J ~ wa i i i 1 W } J W W c/) � W W —� CD p p O H w r n �•/ ! �- L0 0')Ln � 5 G Q U r QU m > W M W v c U O 0 > H- W W Z CN U U O Z) (1) 0 U CL LL o ti cy') Ln a F- w r n �•/ ! �- L0 0')Ln V G Q U r QU W J s W M W � W w Q > H- W W Z Lu ^ Lu �J�j F- ZDU Z) (1) 0 U LL o ti cy') Ln w Lu I D 0 W W w a > 1 ~ � J a � Lu ^ Lu �J�j - W m m � 0 Z) (1) z 0 wa i i i 1 V Lu I D 0 W W w w T J > 1 ~ � J a � Lu ^ Lu �J�j - W m m � x U) Z) (1) SCALE PLOT DATE 11/15/10 SHEET A1001 QUICK REFERENCE CHART FOR ACCESSIBLE SIGNAGE Character Proportion & Height UNAUTHORIZED VEHICLES - Qv 0 o NOTE: GROOVED BORDER • Characters shall have a width -to - height ratio between 3:5 and 1:1 O J (p O O O Character Proportion & Height UNAUTHORIZED VEHICLES - r► 0 NOTE: GROOVED BORDER • Characters shall have a width -to - height ratio between 3:5 and 1:1 O J (p O O O O • Characters shall have a stroke -width -to -height ratio between 1:5 and 1:10 O O O O O • Characters shall be sized according to the viewing distance from which they are to be read 1.67" IO WITH DISABILITIES • Characters shall be 3" minimum in height MAY BE TOWED AWAY AT APPRO O • Characters shall be at least 5/8" in height, but no higher than 2" O O V_� O a O O Raised and Brailled Characters (Address) 501-1,000 n� Q • Characters shall be raised 1/32 inch. O Z 36'MIN. FOR WALL MOUNTED • Characters shall be upper case. sans serif type 0 UM/N n" • Characters shall be accompanied by Grace 2 Braille 0 _ • Characters shall be at least 5/8" in height, but no higher than 2' IO P '4 Pictorial Symbol Signs PASSENGER LOADING ZONE AT ACCESSIBLE PARKING SPACES �d9 • The equivalent verbal description shall be placed directly below the pictogram 0 ��� �2 .'x,34 ,• : {'r, •:, • Border dimension of the pictogram shall be 6" minimum height 0 2.11 35" TWO ACCESSIBLE SPACES MAY SHARE ONE LOADING ZONE Sign Finish and Contrast 0.45" IF PARKING IS 90° TO THE DRIVE AISLE, ALLOWING FOR BACKING NOT TO SCALE • Characters and background shall be eggshell, matte, or other non - glare finish O O O • Characters shall contrast with their background - either light on dark or dark on light O O O Mounting Location and Height 0.9" • Mounted on wall adjacent to the latch side of the door 0 T BASE 8,330 • Mounting height to be 60" above the finished floor to the centerline of the sign O SLOPE = Y: X • Mounted so as to avoid the swing of a door or protruding object O N o • Minimum 80' vertical clearance �\ 0 Building directories, menus, and all other signs which are temporary are not required to comply. Permanent Rooms or Spaces - for instance, numbers on hotels guest rooms, patient rooms in hospitals, office suites, and signs designating men's and women's toilet facilities. Directional / Informational - Signs which provide direction to or information about functional spaces of a building or facility. Overhead - Signs which are suspended or projected overhead. The appropriate symbol of accessibility will be displayed where required: • Parking spaces designated as reserved for individuals • Accessible toilet and bathing facilities with disabilities when not all are accessible • Accessible entrances when not all are accessible • Volume control telephones • Accessible passenger loading zones • Text telephones • Areas of rescue assistance • Assistive listening systems ACCESSIBLE SIGNAGE STANDARDS NOT TO SCALE DISPLAY CONDITIONS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED ON: - PARKING SPACES DESIGNATED AS RESERVED FOR INDIVIDUALS WITH DISABILITIES; - ACCESSIBLE PASSENGER LOADING ZONES; - ACCESSIBLE ENTRANCE (INACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE TO INDICATE THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE); - ACCESSIBLE TOILET AND BATHING FACILITIES SYMBOLS OF ACCESSIBILITY NOT TO SCALE Tactile exit signs shall be required at the \ following locations: 1. Each grade - level exterior exit door shall be identified by tactile exit with the word, "EXIT'. 2. Each exit doorthat leads directly to a grade - level exterior exit by means of a stairway or ramp shall be identified by a tactile exit sign with the following words as appropriate: A. "EXIT STAIR DOWN" B. "EXIT RAMP DOWN" C. "EXIT STAIR UP" D. "EXIT RAMP UP" 3. Each exit door that leads directly to a grade - level exterior exit by means of an exit enclosure or on exit passageway shall be identified by a tactile exit sign with the words "EXIT ROUTE". 4. Each exit access door from an interior room or area to a corridor or hallway that is required to have a visual exit sign, shall be identified by a tactile exit sign with the words, "EXIT ROUTE". 5. Each exit door through a horizontal exit shall be identified by a sign with the words, 'TO EXIT". 14 TACTILE EXIT SIGNS NOT TO SCALE L0,I TYPICAL PICTOGRAMS PICTOGRAMS PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" MINIMUM IN HEIGHT CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND; EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND EMERGENCY EVACUATION PLAN, PROPERTY ORIENTED AT EACH EMERGENCY EVACUATION PLAN LOCATION, WITH BUILDING PLAN, BUILDING NUMBER AND ADDRESS ALL EXIT ROUTES. SYMBOLS AND ALL REQUIRED TEXT IN SIZE AND COLORS AS SPECIFIED BY r� ®� CALIFORNIA TITLE 19. m CALL 911 T-0" IN CASE OF AN EMERGENCY® - MIN. PULL FIRE ALARM AND USE STAIRS. DO NOT USE ELEVATOR. — _ ®,.,ORTM FIRE ALARM ISA VARIABLE TONE. A LIGHT WILL FLASH. LISTEN FOR INSTRUCTIONS ® YOU ARE HERE 0 EXIT ON PA SYSTEM, E] ALARM 0 EXIT PATH ® ELEVATOR Q STANDPIPE Q FIRE HOSE/EXTINGUISHER [& DISABLED PERSONS GO TO NEAREST STAIRWELL - AND AWAIT ASSISTANCE O Z FLOOR SAMPLE CALIFORNIA STATE FIRE MARSHALL TITLE -19 TACTILE EMERGENCY EVACUATION SIGN EMERGENCY EVACUATION PLAN SIGN EVACUATION SIGNAGE 1'� NOT TO SCALE SOUTH STAIR NO ROOF ACCESS P1 THROUGH 15 5" FLOOR NUMERAL AND 1" SUBSIDIARY COPY AS REQUIRED BY CBC. ALL COPY IS TACTILE. PROVIDE GRADE 2 BRAILLE TRANSLATION. TAIRWELL FIRE IDENTIFICATION (SEC. 1006.16) RAMP e • °d ° .'e e .° e ° < d . ­1� � Y4 ' 314 ' a e d' °e e GROOVED BORDER DETAIL GROOVED BORDERS / DETECTABLE WARNINGS 8 ON CURB AND CURB -CUT RAMPS NOT TO SCALE NOTE: BUILT- UP RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING / UNLOADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES GROOVED BORDER LEVEL & CLEAR AREA NOT MUST BE ON THE LEVEL EXCEED 2% CROSS SLOPE IN48^ SURFACE AT THE TOP ANY DIRECTION //V OF THE RAMP 10 NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP WHEN SLOPE IS BETWEEN 5.0% AND 6.67% BUILT-UP CURB RAMP NOTE: IFX IS LESS THAN 48" THEN. THE SLOPE OFTHE FANNED OR FLARED SIDE MAY NOT EXCEED 1:12 (8.33%) __1 COVERED PARKING SIGN TEXT c \ c GARAGE ENTRANCE MIN. CLEAR. 8' - 2" 1 SIGN. SEE – Z NOTE: IF A PASSENGER LOADING ❑ ❑❑ ZONE IS LOCATED INSIDE OF THE PARKING GARAGE, MINIMUM rn CLEARANCE TO LOADING ZONE FROM SITE ENTRANCES) AND \\ EXIT(S) MUST BE INCREASED TO 114" MAKE OPERABLE PARTS OF ENTRANCE & EXIT CONTROL MACHINES ACCESSIBLE TO DRIVER IN VEHICLE. PARKING GARAGES NOTE: VEHICLE STANDING SPACES AND ACCESS AISLE MAY NOT EXCEED 2% SLOPE IN ANY DIRECTION PASSENGER LOADING ZONE 5 VERTICAL CLEARANCES AT PARKING NOT TO SCALE NOTE: RAMPS MAY NOT ENCROACH INTO PARKING STALL OR ACCESS AISLE PEDESTRIAN ROUTE PEDESTRIAN ROUTE j� o + 1 ILLEGAL BUILT-UP CURB RAMPS AT DISABLED PARKING STALLS PEDES•�tPN ROUTE '(��G�`O� MSN �•:� .. 65 CSR ODOES OTOEXCEED 2SS SLOPE % N ANY LANDID NG RECTION NOTE: (SHADED AREA) AREA O� P��. �• IF SLOPE OF RAMP IS BETWEEN ola� 5% AND 6.67% THE RUNNING PORTION OF THE RAMP MUST HAVE TRUNCATED DOME DETECTABLE WARNING SURFACE 12' '^ ' s \�• PEDESTRlA� ROVE GROOVED BORDE MUST BE ON THE LEVEL 100/0 SUR FACE AT THE TOP OFTHE RAMP �N MIN 1" HIGH LETTERING SEE'SIGN TEXT \ 17" MIN. UNAUTHORIZED VEHICLES - r► 0 NOTE: GROOVED BORDER 0 O J (p O O WHITE D SIGN REFLECONSTRUCTED CONSTRUCTED OF MUST BE ON THE LEVEL 1-25 O O O �p SURFACE AT THE TOP OF THE RAMP 51-75 1.67" O O O!�o WITH DISABILITIES OR EQUAL MAY BE TOWED AWAY AT APPRO O 201-300 TOWED VEHICLES MAY B O V_� O a O O O (Address) 501-1,000 n� Q � 48^ @0 @O�� Z 36'MIN. FOR WALL MOUNTED ��00 1- U-1�/ UM/N n" 0 _ O O OO Orr' P '4 TO TOP OF WALKING SURFACE PASSENGER LOADING ZONE AT ACCESSIBLE PARKING SPACES �d9 ��� �2 .'x,34 ,• : {'r, •:, IS REQUIRED ON THE PASSENGER SIDE OF THE PARKING SPACE. 2.11 35" TWO ACCESSIBLE SPACES MAY SHARE ONE LOADING ZONE 0.45" IF PARKING IS 90° TO THE DRIVE AISLE, ALLOWING FOR BACKING NOT TO SCALE w PAR r 8" MI T TOP CURB RAMP ° �\� 0.9" d T BASE 8,330 ~ 2 TYPICAL PLAN SLOPE = Y: X NOTE: WHEN X IS LESS THAN 48" NOTE: SHADED AREA OF RAMP MUST N o HAVE DETECTABLE WARNING SURFACE �\ WHEN SURFACE SLOPES ARE BETWEEN F TAPERED 5.0% AND 6.67°% EDGES WHERE ADJOINING SLOPE SHALL EXPOSED 1:12 (8.33"%) TYPICAL SECTION A - A � NOTE: SURFACE WILL REQUIRE 36" TRUNCATED DOMES GROOVED BORDERS / DETECTABLE WARNINGS 8 ON CURB AND CURB -CUT RAMPS NOT TO SCALE NOTE: BUILT- UP RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING / UNLOADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES GROOVED BORDER LEVEL & CLEAR AREA NOT MUST BE ON THE LEVEL EXCEED 2% CROSS SLOPE IN48^ SURFACE AT THE TOP ANY DIRECTION //V OF THE RAMP 10 NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP WHEN SLOPE IS BETWEEN 5.0% AND 6.67% BUILT-UP CURB RAMP NOTE: IFX IS LESS THAN 48" THEN. THE SLOPE OFTHE FANNED OR FLARED SIDE MAY NOT EXCEED 1:12 (8.33%) __1 COVERED PARKING SIGN TEXT c \ c GARAGE ENTRANCE MIN. CLEAR. 8' - 2" 1 SIGN. SEE – Z NOTE: IF A PASSENGER LOADING ❑ ❑❑ ZONE IS LOCATED INSIDE OF THE PARKING GARAGE, MINIMUM rn CLEARANCE TO LOADING ZONE FROM SITE ENTRANCES) AND \\ EXIT(S) MUST BE INCREASED TO 114" MAKE OPERABLE PARTS OF ENTRANCE & EXIT CONTROL MACHINES ACCESSIBLE TO DRIVER IN VEHICLE. PARKING GARAGES NOTE: VEHICLE STANDING SPACES AND ACCESS AISLE MAY NOT EXCEED 2% SLOPE IN ANY DIRECTION PASSENGER LOADING ZONE 5 VERTICAL CLEARANCES AT PARKING NOT TO SCALE NOTE: RAMPS MAY NOT ENCROACH INTO PARKING STALL OR ACCESS AISLE PEDESTRIAN ROUTE PEDESTRIAN ROUTE j� o + 1 ILLEGAL BUILT-UP CURB RAMPS AT DISABLED PARKING STALLS PEDES•�tPN ROUTE '(��G�`O� MSN �•:� .. 65 CSR ODOES OTOEXCEED 2SS SLOPE % N ANY LANDID NG RECTION NOTE: (SHADED AREA) AREA O� P��. �• IF SLOPE OF RAMP IS BETWEEN ola� 5% AND 6.67% THE RUNNING PORTION OF THE RAMP MUST HAVE TRUNCATED DOME DETECTABLE WARNING SURFACE 12' '^ ' s \�• PEDESTRlA� ROVE GROOVED BORDE MUST BE ON THE LEVEL 100/0 SUR FACE AT THE TOP OFTHE RAMP �N MIN 1" HIGH LETTERING SEE'SIGN TEXT \ 17" MIN. POSTED AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM OF 1" IN HEIGHT) O ZADIACENT AND VISIBLE FROM EACH STALL OR SPACE 1 SITE ENTRANCE & PARKING SIGNAGE NOT TO SCALE A HANDICAP PARKING Z SIGN (TYP)-�\ � ACCESSIBLE AISLE / HANDICAP PARKING & VAN ACCESSIBLE SIGN 0 � i z Z (V INTERNATIONAL SYMBOL OF O N ACCESSIBILITY ARK P I STALL EMBLEM 9' MIN. 9' MIN. 5' MIN. 9' MIN. 9' MIN. rN $ MNSIBL� 2 �r - CV PARKING SPACE - SINGLE - AT CAR & AT VAN ? CURB RAMP REQUIRED WHEN WALK IS AT —- DIFFERENT LEVEL THAN PARKING ELEVATION o o NOTE THAT RAMPS ARE NOT ALLOWED TO 3" MIN. ENCROACH INTO LOADING/UNLOADING ZONES, _Z PARKING SPACES OR VEHICULAR TRAFFIC LANES � HANDICAP PARKING SIGN (TYP) 00 ACCESSIBLE AISLE TYPICAL SYMBOL 9' MIN. 9' MIN. NOTE: ACCESS AISLE AT "VAN ACCESSIBLE" DOUBLE 5' MIN. / 8' MIN AT VAN PARKING STALLS MUST BE 8' WIDE MINIMUM PARKING SPACES - DOUBLE MIN. DISABLED PARKING SIGN (tYP) WALKWAY H = 30 TO 90 DEGREES O TYPICALSYMBOL O g �IIN PARKING SPACES - DOUBLE DIAGONAL NOTE: ADDITIONAL EDGE PROTECTION WITHRAILING) IS RECOMMENDED PARKING SPACES WITH THESE DESIGNS ALONG WITH SIDES OF RAMP. % NOT TO SCALE NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION e. M� OFTHERAMP WHEN SLOPE ISBETWEEN 5.0°%AND 6.67°% LEGAL BUILT-UP CURB RAMPS CURB -CUT RAMP AT DISABLED PARKING STALLS PARKING BUILT-UP CURB & CURB -CUT RAMPS 6 CURB RAMPS AT DISABLED PARKING SPACE EMBLEM 9 (SEE BELOW) NOT TO SCALE NOT TO SCALE 36' 1/2 RADIUS GROOVED BORDER MUST CROSS WALK BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP 8.33% MAX. GROOVED BORDERS O+ NOTE: CROSS SLOPE OF MUST BE ON THE LEVEL p,' Y LANDING AREAS DO NOT SURFACE AT THE TOP ^ UNAUTHORIZED VEHICLES - r► 0 PARKED IN DESIGNATED 0 ACCESSIBLE SPACES WHITE D SIGN REFLECONSTRUCTED CONSTRUCTED OF NOT DISPLAYING 1-25 DISTINGUISHING PLACARDS �p OR LICENSE PLATES 51-75 ISSUED FOR PERSONS O WITH DISABILITIES OR EQUAL MAY BE TOWED AWAY AT 10°% MAX. p OWNER'S EXPENSE 201-300 TOWED VEHICLES MAY B O RECLAIMED AT O (Address) 501-1,000 OR BY TELEPHONING � 48^ (telephone Number) Z POSTED AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM OF 1" IN HEIGHT) O ZADIACENT AND VISIBLE FROM EACH STALL OR SPACE 1 SITE ENTRANCE & PARKING SIGNAGE NOT TO SCALE A HANDICAP PARKING Z SIGN (TYP)-�\ � ACCESSIBLE AISLE / HANDICAP PARKING & VAN ACCESSIBLE SIGN 0 � i z Z (V INTERNATIONAL SYMBOL OF O N ACCESSIBILITY ARK P I STALL EMBLEM 9' MIN. 9' MIN. 5' MIN. 9' MIN. 9' MIN. rN $ MNSIBL� 2 �r - CV PARKING SPACE - SINGLE - AT CAR & AT VAN ? CURB RAMP REQUIRED WHEN WALK IS AT —- DIFFERENT LEVEL THAN PARKING ELEVATION o o NOTE THAT RAMPS ARE NOT ALLOWED TO 3" MIN. ENCROACH INTO LOADING/UNLOADING ZONES, _Z PARKING SPACES OR VEHICULAR TRAFFIC LANES � HANDICAP PARKING SIGN (TYP) 00 ACCESSIBLE AISLE TYPICAL SYMBOL 9' MIN. 9' MIN. NOTE: ACCESS AISLE AT "VAN ACCESSIBLE" DOUBLE 5' MIN. / 8' MIN AT VAN PARKING STALLS MUST BE 8' WIDE MINIMUM PARKING SPACES - DOUBLE MIN. DISABLED PARKING SIGN (tYP) WALKWAY H = 30 TO 90 DEGREES O TYPICALSYMBOL O g �IIN PARKING SPACES - DOUBLE DIAGONAL NOTE: ADDITIONAL EDGE PROTECTION WITHRAILING) IS RECOMMENDED PARKING SPACES WITH THESE DESIGNS ALONG WITH SIDES OF RAMP. % NOT TO SCALE NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION e. M� OFTHERAMP WHEN SLOPE ISBETWEEN 5.0°%AND 6.67°% LEGAL BUILT-UP CURB RAMPS CURB -CUT RAMP AT DISABLED PARKING STALLS PARKING BUILT-UP CURB & CURB -CUT RAMPS 6 CURB RAMPS AT DISABLED PARKING SPACE EMBLEM 9 (SEE BELOW) NOT TO SCALE NOT TO SCALE 36' 1/2 RADIUS GROOVED BORDER MUST CROSS WALK BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP 8.33% MAX. GROOVED BORDERS O+ NOTE: CROSS SLOPE OF MUST BE ON THE LEVEL p,' Y LANDING AREAS DO NOT SURFACE AT THE TOP ^ 'IGN TO BE CENTERED AT -HE INTERIOR END OF PARKING SPACE AREA OF SIGN TO BE A MIN. OF 70 SQ. IN. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE + BLUE r► 0 EXCEED 2% IN ANY DIRECTION 0 LJ.. WHITE D SIGN REFLECONSTRUCTED CONSTRUCTED OF Q 1-25 GL% �p PORCELAIN STEEL WITH BEADED TEXT 51-75 EMBLEM MUST BE LOCATED IN STALL SO THAT IS VISIBLE BY O 4 OR EQUAL RESERVED 10°% MAX. p RESERVED 201-300 A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE (CENTERED O 80" MIN. FOR FREESTANDING O 9 501-1,000 'IGN TO BE CENTERED AT -HE INTERIOR END OF PARKING SPACE AREA OF SIGN TO BE A MIN. OF 70 SQ. IN. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE + D rn Z W O LL U } W -J W Y W ID7 J Q EXCEED 2% IN ANY DIRECTION OF THE RAMPS LJ.. VAN ACCESSIBLE Q 1-25 - 26-50 2 51-75 EMBLEM MUST BE LOCATED IN STALL SO THAT IS VISIBLE BY O 4 101-150 W 10°% MAX. p F - 201-300 A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE (CENTERED 301-400 80" MIN. FOR FREESTANDING 401-500 9 501-1,000 2% OF TOTAL � 48^ AT ENTRANCE TO STALL RECOMMENDED) Z 36'MIN. FOR WALL MOUNTED Q 1- U-1�/ UM/N n" 0 W � P PARKING SPACE SIGNAGE 3 TO TOP OF WALKING SURFACE PASSENGER LOADING ZONE AT ACCESSIBLE PARKING SPACES �d9 O�O�� ��� �2 IS REQUIRED ON THE PASSENGER SIDE OF THE PARKING SPACE. Q TWO ACCESSIBLE SPACES MAY SHARE ONE LOADING ZONE Q IF PARKING IS 90° TO THE DRIVE AISLE, ALLOWING FOR BACKING NOT TO SCALE w A VEHICLE IN. IF A VAN SPACE IS USED, IT SHALL HAVE A LOADING r 8" MI ZONE ON THE PASSENGER SIDE. 48^ M/N, ° �\� 0 of d 8,330 X SLOPE = Y: X NOTE: WHEN X IS LESS THAN 48" Y WHERE X IS A THE SLOPE OF THE FANNED OR FLARED SIDES MUST NOT EXCEED NOTE: SHADED PORTION OF RAMP ADJOINING SLOPE SHALL LEVEL PLANE 1:12 (8.33"%) WILL REQUIRE TRUNCATED DOME � NOTE: SURFACE WILL REQUIRE 36" NOT EXCEED 1:20 DETECTABLE WARNING SURFACE SECTION OF TRUNCATED DOMES IF FLAT IF SURFACE SLOPE(S) IS BETWEEN TRAVEL SURFACE ADJOINS VEHICULAR 5.0°% AND 6.67°% TRAFFIC WAY WALKWAY STREET or PARKING AREA CURB -CUT RAMP 7 CURB -CUT RAMP MEASUREMENT OF CURB RAMP SLOPE 10 NOT TO SCALE NOT TO SCALE 4 NOT TO SCALE W W = = 0 M D rn Z W O LL U } W -J W Y W ID7 ti ao L o v CD 00 o LO � O LLj U W F– Q > W C/) � W –� Q LJ.. IN LOT OR GARAGE Q 1-25 1 26-50 2 51-75 3 O 4 101-150 W 151-200 F - NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES U) � TOTAL NUMBER MINIMUM REQUIRED NUMBER OF PARKING SPACES LJ.. IN LOT OR GARAGE Q 1-25 1 26-50 2 51-75 3 76-100 4 101-150 W 151-200 6 201-300 7 301-400 8 401-500 9 501-1,000 2% OF TOTAL 1,001 AND HIGHER LL Z OR FRACTION THEREOF, OVER 1,001 Q 1- U-1�/ r n ! n" 0 W U)N U) PLOTDATE 10/15/10 t� PASSENGER LOADING ZONE AT ACCESSIBLE PARKING SPACES AT A SINGLE ACCESSIBLE SPACE, A PASSENGER LOADING ZONE IS REQUIRED ON THE PASSENGER SIDE OF THE PARKING SPACE. Q TWO ACCESSIBLE SPACES MAY SHARE ONE LOADING ZONE Q IF PARKING IS 90° TO THE DRIVE AISLE, ALLOWING FOR BACKING w A VEHICLE IN. IF A VAN SPACE IS USED, IT SHALL HAVE A LOADING r w IO ZONE ON THE PASSENGER SIDE. _ 0 of d NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES U) � TOTAL NUMBER MINIMUM REQUIRED NUMBER OF PARKING SPACES OF ACCESSIBLE SPACES IN LOT OR GARAGE Q 1-25 1 26-50 2 51-75 3 76-100 4 101-150 5 151-200 6 201-300 7 301-400 8 401-500 9 501-1,000 2% OF TOTAL 1,001 AND HIGHER 20 + 1 PER 100, Z OR FRACTION THEREOF, OVER 1,001 PERMIT # BUTTI:";t ;' ,° C E"rl t n•IENT SERVICES DATE BY ♦n v U) � � Lc') Q U ,U) VJ Of W Q < U U U F- Q , W W J F– 0 U W Q U m C O ti M LID w W ,U) VJ �_ I— U d , Q 0 W Q m C W r+"+ w J 7 w U) F Z � LL 1- U-1�/ r n ! n" 0 SCALE U) PLOTDATE 10/15/10 w r I i SHEET ■ W ,U) VJ �_ W U U� , Q 0 W Q mJ C W r+"+ w J 7 w U) F � � LL 1- U-1�/ r n ! n" 0 SCALE AS NOTED PLOTDATE 10/15/10 SHEET ■ I- o w F- o O LUL14- rn I­ob O K U ob Lu C-4 04 L / = O w 1/2" MAXw' 2 1/4" AT 1:2 SLOPE Q1 "IN" "OUT" 1MIN 3' MIN 1' MIN ® �{ ` MAXc < U ch LO `o X < U I --- IMAX I—� \\//ED ED GREATER THA N 12' GREATER THAN 12 J Y w NOTE-.Provide bumper in 32" MIN. — - — _ W pocket to prevent I- -� I m m door from fully z z_ Q 0 receding. SLIDING DOOR I O Ln 'n \ / N 32" MIN. 32' MIN.' COMPRESSED CARFINISH FLOOR EVEN 1/4" MAX, BELOW - ,k THRESHOLD THRESHOLD-7/777 ' HINGED DOOR FOLDING DOOR 5' S' MIN W MINIMUM CLEARANCES AT DOORS cLEnR WIDTH ANY AMouN j� _ FIG. (G) 60" DIAMETER SPACET-SHAPED SPACE FOR 180 TURNS r FREE-STANDING OVERHANGING OBJECTS W MAT CARPETING MUST CONSIST OF: - LEVEL LOOP - TEXTURED LOOP - LEVEL CUT PILE, OR HEELCHAIR TURN- AROUND (2-�YCALE: SPACES I I FIG. (A) WAIXINC PARALLEL w s PROTECT SHADED V Q - LEVEL CUT/UNCUTPILE S1 /4" = 1'-0" TO A WALL AREA FROM CROSS-TRAFFIC W O 10"MIN. BOTTOM RAIL 2'-8" MIN. ` (/) RUBBER BUMPER ON ClJR• 1/2" MAX. PILE ,... THICKNESSLjj .< >- : ` CLR. KICK PLATE AT DOORS Fa IF PILE HEIGHT EXCEEDS ru, o w 0 LEVERS PUSH/PULLS PANIC BARSoo 1/4" THEN EDGES MUST g.:�'4tf`t ,-}r;..'„'; FIRM PA .:. ;;:; ,�< LED TRIM '={ :=y`.`-'"'' 00 00 •.. ;_ EXPOSED EDGE z QHAVER > ' Q N / FIG. (C-, ) _ _ a IIS II 0 Y p -! OVERHEAD HAZARDS PUSH 1 2\, TRANSITION TRIM o \ I WALKING PERPENDICULAR TO A WALL �`� ��'t �o 3MSE SLOPE LIMITS LL- m 0 0 o IN. DOOR CLOSERS. IF PRESENT, MUST X = 36” MIN FOR OCCUPANT LOADS <10 ^ 0 L) �' Z N FLOOR s[' FLOOR BE SET SO THAT IT TAKES DOOR AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREESQ X= 44" MIN FOR ,• MAX 5 ACCEPTABLE DOOR HARDWARE TO WITHIN 3" OF THE LATCH DOOR CLOSERS OCCUPANT LOADS >10 5 CANE HITS OR PYLON POST z og ma"p" nI- 2' MAX. q &MOUNTING HEIGHTS BEFORE PERSON HITS OBJECT CORRIDOR UNDER 200 FEET CORRIDOR OVER 200 FEET wN F Q 7 Pu" MNC WALLS DONN t0 RDaF (SEG 1005.2.1.A) (SEC. 1005.2.2.2A) THIS OVERHANG CAN ADomawi morEcnon "no,MroMc oacCis �a,� �� Maw "ALL wnuc wN.Is Duw FVDrs ABQJ1 ♦ 'w` rn V j CANE RANGE tuvaow GREATER THAN 12' BECAUSE NO ONE CAN APPROACH THE OBJECT FROM THIS DIRECTION 77' FIG. F EXAMPLE OF PROTECTION AROUND WALL-MOUNTED OBJECTS ♦♦♦ Qi FIG. (D) OBJECTS MOUNTED ON POSTS OR PYLONS AND MEASUREMENTS OF CLEAR WIDTHS V U ENCROACHING OBJECTS DOORS THRESHOLDS AT DOORWAYS MINIMUM CLEAR WIDTH IN CORRIDORS w j Q NOT TO SCALE NOT TO SCALE Uj Q U 7 NOT TO SCALE NOT TO SCALE LO X ' I L11 N < // NOTE: X=12" IF DOOR HAS BOTH CLOSER AND NOTE: Y=48" MIN. IF DOOR HAS BOTH LATCH AND NOTE: Y=48" MIN. IF DOOR HAS CLOSER z J Cf)LATCH x (- T- 7 CLOSER 5a' MIN. 1 - - - - - - - - - 32" MIN. CLEAR BETWEEN EDGE OF DOOR IN > 90' OPEN POSITION � J � 2 of S CHANGE IN LEVEL VERTI CALz I I I PUSH SIDE z I I I F PUSH SIDE F- 7 PUSH SIDE AND FACE OF DOOR STOP OR OTHER PROJECTING FEATURE Q U o� U. oo AT STRIKE SIDE JAMB co o x 2 MIN. IN. N � PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE o OF THE DOOR. CHANGE IN LEVEL SLOPED MOUNTING LOCATION MUST (b) LU ALLOW A PERSON TO APPROACH HINGED DOOR o WITHOUT ENCOUNTERING PROTRUDINGz OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOORLn Ix SECURE EDGES I 0 > OF CARPET, TYP. / F -------- DOOR SWING PATH / / PULL SIDE -1 I I I AT EXTERIO DOORI PULL SIDE 1 PULL SIDE z 32' MIN. CLEAR LETTERING RAISED CARPET PILE THICKNESS (I T Iv$ERIORI 3s" MIN I I 2 MIN. (C) 1132" ACCESSIBLE PATH LEVEL CHANGES DOORS I I SLIDING DOOR 6 NOT TO SCALE •• -123 ( / CORRESPONDING I / (C) (b) (c) 32" MIN. ('� ") Q GRADE II BRAILLE L FRONT APPROACHES HINGE SIDE APPROACHES LATCH SIDE APPROACHES �r� w f1 SWINGING DOORS SWINGING DOORS SWINGING DOORS EXCEPTION NOTE FOR ALL SWINGING DOORS : IN GROUP R OCCUPANCIES, THE CLEARANCE AND THE PUSH SIDE IS REQUIRED TO BE 44" MINIMUM ON BOTH THE PULL SIDE TWO HINGED DOORS IN SERIES (d) LETTERS AND NUMERALS SHALL BE LITERARY BRAILLE FOLDING DOOR � v/ RAISED 1/32", UPPER CASE, SANS STANDARD DIMENSIONS: GENERAL NOTES Q SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE. Dot diameter .059 inches 1. ALL DOORS IN ALCOVES SHALL COMPLY WITH THE 54" MIN. 2� MIN ; Q n/ L.L RAISED CHARACTERS SHALL Inter-dot spacing .090 inches CLEARANCES FOR FRONT APPROACHES. r - - - F- - - - - - - - - - ' ' t L.LI BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2" Horizontal separation between cells .241 inches 2. REQUIRED CLEARANCES AT BOTH INTERIOR AND EXTERIOR DOOR LANDINGS MAY VARY, PER SITUATION. REFER TO CORRESPONDING DIAGRAM. I I .0 I I I I I I a I I I I I I I I 32' MIN J X1/'1 LJJ I- W 7 w (n Vertical separation .395 inches between cells 3- AT REQUIRED CLEAR SPACES, THE SLOPE OF THE SURFACE IS LIMITED TO 2% MAX IN ANY DIRECTION. a J Q - C7777 < 4. MAXIMUM DOOR CLOSER PRESSURES w W a 5 LBS. AT INTERIOR DOORS, EXTERIOR DOORS i AND FIRE DOORS (e) (SEE STATE TITLE 24 SEC 3304(1.2) (d) FRONT APPROACHES-SLIDING (e) (e) MAXIMUM DOORWAY DEPTH DOORS AND FOLDING DOORS SLIDE SIDE FRONT APPROACH LATCH SIDE FRONT APPROACH SLIDING / FOLDING DOORS SLIDING / FOLDING DOORS SCALE AS NOTED PLOTDATE 10/15/10 NOTE FOR ALL SLIDING DOORS : PROVIDE A BUMPER IN THE DOOR POCKET TO PREVENT THE DOOR FROM FULLY RECEDING, CLEAR DOORWAY WIDTH ANfIEF 'fff� - -- TO REMAIN OPERABLE BY DISABLED INDIVIDUALS BUTrrIG°'..� r nrDEVE'.:1114ENTSERVICES SHEET hFi 3rry�f ti's llq"1 SIGNAGE FOR PERMANENT ROOMS 8 & SPACES MANEUVERING CLEARANCES AT DOORS = D R ECTIO N 0 F APPROACH , TYP . AmR02 NOT TO SCALE SCALE: 1/4" = 1'-0" 11/2' NOM. DIA. HANDRAIL @ 34'-08' ABOVE NOSING. o r-- oo PROVIDE 1 1/2" BETWEEN HANDRAIL AND WALL. wr,- C p 80" MIN. i RETURN ENDS ¢ c6 co Ld DASHED PORTIONS OCCUR AT FREESTANDING Lo Lo = Z C I � RAIL-ENDS ONLY, NOT AT RAIL-ENDS ADJACENT TO F_ CDCD = O� LO w --� SURFACES. HALL LANTERN wW UQ U I N LL Q z FLOOR LANDING z LEVEL I i � � � z JAMB SIGNAGE. UjW SEE BELOW. EXTENSION I TREAD 9WARNIGFROM NOSING 2 STRIPING AT EACH I � [If LO 1-114" MIN. I MIN. - 4" MAX. WIDTH - SEE i I I m w 0 1 1/2" MAX 1 /" " N I SPECIFICATIONS FOR i I I 0 � 1-Y2. ti I ODUCTI I - 0O L HEIGHTS OF I I — — _J ALTERNATE LOCATIONS AUTOMATIC DOOR I I 1 J miz g3"MAX I o OF PANEL WITH CENTER OPENING DEVICES " -36" MIN.— OPENING DOOR N N. T SEEPLANWIDTH EXTENSION I EXTENSION z ON- CENTER DOOR PANELS 1' I I M L LI HALL. CALL B ; o I BUTTONS O N Lo C.0 I I W A , I I F- 68' MIN. N II � 4 ACCESSIBLE STAIR HANDRAIL Q z z W NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED LO U'3 IF AN OBJECT PASSES THROUGH EITHER LINE A OR B. 11/2" LINE A AND LINE B REPRESENT THE VERTICAL LOCATIONS 1/8" MIN. RADIUS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. 1 1-1/4" 4" OR 12 Q ALTERNATE LOCATIONS TO NOMINAL DIAMETER Q OF PANEL WITH SIDE 1-1/2" 1-1/2" .�— 36' MIN. —�' OPENING DOOR 1 " MIN = 0 1-u4" TO LU1.5" MAX 1.5" MAX ~ 1-1/2" No 1 a OFF- CENTER DOOR PANELS o MAX RADIUS I RADIUS 1-U2" LZ < o 0 MIN Q 60 L 60 z oo METAL PIPE HANDRAIL W/CLOSED ENDS. \ o U �� �— LETTERING RAISED 1/32" c� M a MANUFACTURER TO BE SELECTED > 4 MINIMUM D I M E N I N z= FLOOR LANDING SIGNAGE IS REQUIRED 0 3 N Z 10 S 0 S OF ELEVATOR CARS W ON JAMB PANELS ON BOTH SIDES OF CD M NOT TO SCALE _ ELEVATOR DOOR •• O a g MINIMUM NUMERAL SIZE 518' CORRESPONDING GRADE II BRAILLE 314' MINIMUM CONTROL DEVICE MEASUREMENT 1118" MIN. RADIUS (TYP.) (a� (b% (c� FLUSH RISER ANGLED NOSING ROUNDED NOSING SEE DETAILS BELOW 5 r 3/8" MIN. DISTANCE BETWEEN 4 ROWS OF CONTROL BUTTONS ti �% V ! Lo Lo PLACE STAR ALONGSIDE • 1 M USABLE TREAD WIDTH AND EXAMPLES OF ACCEPTABLE NOSINGS C Q MAIN EXIT FLOOR NUMBER 0C U SB'-777 CLOSE DOOR ELEVATORS : FLOOR SIGNAGE ON LANDING JAMBS HANDRAILS AT STAIR OR RAMP STAIR TREAD NOSE. Q 5 & � � Q 3 NOT TO SCALE "' v NOT TO SCALE NOT TO SCALE _T7w U ALARM BELL EMERGE < N O 17=171 < NOTE 1: WHEN DOOR SWINGS ONTO LANDING - 42" MIN. PLUS DOOR WIDTH Ll F- NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY. W NOTE 1: WHEN DOOR SWINGS ONTO LANDING- 42' MIN. PLUS DOOR WIDTH. Q W NOTE 260" MIN. WHEN NO DOOR F- 42" MIN. : MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARY. U 60" MIN. WHEN NO SWINGS ON TO LANDING LEVEL LANDING2:MAXIMUM HEIGHT FROM DOOR SWINGS ON TO HORIZONTAL PROJECTION OR "RUN" C U FLOOR TO LOWEST BUTTON ;; 1 I LANDING G MAXIMUM HEIGHT FROM z I�_ RAMP t,10TE2 SEE 80"M/ SEE NOZE�LL LEVEL LANDING U FLOOR TO HIGHEST BUTTON I SEE NO�E� N " NO�2 V) o LETTERS AND NUMERALS SHALL o "MIN• SEE gp M� BE RAISED 1/32", UPPER CASE, to i2 NQ1E2 LO M SANS SERIF OR SIMPLE SERIF l2' MSN TYPE AND SHALL BE ACCOMPANIED / \ LETTERING RAISED 1/32" WITH GRADE II BRAILLE. RAISEDTOP PLATFORM CHARACTERS SHALL BE AT LEAST / \ NTERMEDIATE LEVEL PLATFORM 5/8" HIGH, BUT NO HIGHERl2" M\N CAR CONTROL BUTTONS TO THAN 2" I BE RAISED 118" PLUS OR AS REQUIRED gSRFQ� BOTTOM LEVEL PLATFORM MINUS 1132" ABOVE THE /1Y14-0 SURROUNDING SURFACE AND INTERIOR: R / SHALL BE ILLUMINATED — 78 Minimum RAMP WITH INTERMEDIATE SWITCH- BACK SLOPE MAXIMUM RISE (INCHES) MAX. HORIZ. PROJECTION (FEET) W I 24" Preferred RAISED CHARACTERS TO BE •• ' ' PLATFORM STRAIGHT RAMP RUN 1:12 TO < 1:16 30 30 a WHITE ON A BLACK BACKGROUND CORRESPONDING DOOR WIDTH ;; o 1:16 TO < 1:20 30 40 U) EXTERIOR: a GRADE II BRAILLE 24" Minimum distance beyond ELENOTVATOR CONTROL PANEL (Y) ()C) the strike edge ofagate TO SCALE REQUIRED LEVEL (2% OR LESS 11 42" MIN. 3" MAX. which it swings or door on the side toward SHADED AREA REPRESENTS �a ) COMPONENTS OF A SINGLE RAMP AND SAMPLE RAMP DIMENSIONS • LANDING AREA " WHEN A RAMP a CHANGES DIRECTION 13 � "60'MIN AT A LANDING, TYPICAL. RAMP 12 NOTE 1: WHEN DOOR SWINGS ONTO LANDING - 42' MIN. PLUS DOOR WIDTH 11 E DOWN NOT TO SCALE 10 160"MIN. NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP VARIES DEPENDING ON SLOPE 9 NOTE : IF (X) IS GREATER THAN 3', >; THEN (Y) MUST BE: AS REQUIRE 60" MIN. WHEN NO DOOR 8 60" MINIMUM AT TDP LANDING (48" MIN) AS REQUIRED SWINGS ON TO LANDING 12" MIN. 0 6 700, 2" MINIMUM AT BOTTOM LANDING (48" MIN) —� 12' MIN. EE Q 0 5 " SEE S W 4 LESS THAN 30 DEGREE ANGLE s��2 MSN. NaTE2 N°�E W W Na U to 2W14- 72 WAN• D 1 1 42" MIN. 0 SHADED AREA REPRESENTS — — C3 NTERH DHT r7 5 6 8 10 12 14 16 18 I � REQUIRED LEVEL (2°%OR LESS) TOP PLATFORM Q LANDING AREA D DISTANCE IN FEET 3"MAX II WHEN A RAMP WIDTH AS REQUIRED 72" MI CHANGES DIRECTION INTERMEDIATE LEVEL PLATFORM HAND RAIL & WHEEL GUIDE - ELEVATION WHEEL GUIDE RAIL W INTERMEDIATE TURNING PLATFORM AT A LANDING, TYPICAL. /� J Q RAMP (X) W DOWN GRAPH OF ELEVATOR MOVEMENT TIMING EQUATION' so"MIN. HANDRAIL T, HANDRAIL TO SUIT W Q z ~ 1 L = IDTH AS REQUIRED & CURB &CURB /1 NOT TO SCALE AS (REQUIRED DESIGN F �/ J Q 60' MIN. (48"' MIN) NOTE: WHEN THE DIRECTION OF A RAMP CHANGES W Q ♦ ^ DOORS IN ANY POSITION SHALL NOT AS REQUI D 30" OR MORE AT LANDING, THEN THE LANDING MUST BE _ v J REDUCE THE MINIMUM DIMENSION OF (48" MIN) A MINIMUM OF 72" IN LENGTH AND INCLUDE A MINIMUM M, co 3"± 1" HIGH ELEVATOR NOTES : THE RAMP LANDING TO LESS THAN60" x 60" TURNING PLATFORM o " 30 DEGREE OR GREATER ANGLE 3"±1 HIGH 42" AND DOOR SHALL NOT REDUCE M M ADDITIONAL ACCESSIBLE ELEVATOR FEATURES THE REQUIRED WIDTH BY MORE THAN RAMP WITH TURNING PLATFORM WHEEL GUIDE SCALE AS NOTED 1. DOOR CLOSING DELAY & MINIMUM 5 SECONDS FULLY OPEN. 3" WHEN FULLY OPEN. (WHEN DIRECTION OF RAMP CHANGES 30 DEGREES OR MORE) -•---• P L o T DATE 10/15/10 2. AUDIBLE VERBAL STOPPING & FLOOR ANNOUNCEMENTS. HAND RAILS & WHEEL GUIDES INTEGRAL WHEEL GUIDE PERMIT 4 - ENCROACHMENT OF DOORS BTTEco'Rrr"�' �In'r, nlTSERVICES 3. NOMINAL 1.5" DIAMETER HANDRAIL AT NOMINAL HEIGHT OF 32" ABOVE THE FLOOR WITH 1.5" CLEAR TO /I SHEET ONTO RAMPS RAMP DIMENSIONS RAMP DIMENSIONS RAMP O►t )bc ,�`rc� IA CE BETWEEN RAIL AND WALL, ON ONE WALL. C� -7 DATE 4. VISUAL AND AUDIBLE CAR-ANSWERING AND DIRECTION OF TRAVEL CALLS. / 0>_ BY NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE —'— AmR83 _Z 0 Cl) Q 1 Z _Z CD 0) N N CO 8" MIN. KNEE 6" MIN. TOE ' NOTE: IT IS ALLOWED TO CLEARNCE 17" CLEARNCE' HAVE TOE CLEARANCE THAT EXTENDS FURTHER THAN 6" UNDER THE LAVATORY, ^a" ""'^' HOWEVER THE MEASUREMENT REQUIRED OF THE REQUIRED 30" x 48" CLEAR SPACE WHEELCHAIR CLEAR FLOOR SPACE MAY ONLY OVERLAP THIS TOE CLEARANCE BY A MAXIMUM OF 6". LAVATORIES NOT TO SCALE 8 The Division of the State Architect, Office of Regulation Service recommends the following dimensions as adequately serving the needs of children in projects under its jurisdiction. These recommendations are based on the federal "Recommendations for Accessibility for Children in Elementary School" and other recognized publications on access for children: A = Adult Dimensions (age 12 and over) E = Elementary Dimensions L = Kindergarten and Pre -School Dimensions 32" MIN. ti LO 00 � CD CLEAR SUGGESTED DIMENSION A (Inches) E (Inches) K (inches) Toilet centering from wall 18 15 12 Toilet seat height/Dimensions to top of seat 17-19 15 10-12 Grab bar height (side) 33 27 20-22 Toilet paper in front of toilet 12 max. 6 max. 6 max. Napkin disposal in front of toilet 12 max. 12 max. N/A Dispenser or mirror height ` 40 max. 36 max. 32 max. Lavatory/sink top height 34 max. 27 max. 24 max. Lavatory/sink knee clearance 19 max. 24 max. 19 max. Urinal lip height 17 max. 15 max. 13 max. Urinal flush handle height 44 max. 37 max. 32 max. Drinking fountain bubbler height 36 max. 32 max. 30 max. Drinking fountain knee clearance 27 min. 24 min. 22 min. Ramp/stair handrail height 34-38 27 22 Measured from finish floor to operable portion of dispenser and to lower edge of mirror. 6 5 4 3 2 1 0 a - Easy High Reach b - Height c - Eye Level d - Low Counter Height wheelchair user child child Chart showing human scale from age 2 to adult. (Composite of men and women) �NO'T DMENSIONS FOR ADULTS AND CHILDREN TO SCALE 6" MIN • • • • 6" MIN 96v�. MEN HANDICAPPED ACCESSIBLE RESTROOM 2" MIN MEN WOMEN UNISEX RESTROOMS FIRST FLLOOR 1 WALL - SIGNAGE (TYP.) DOOR MOUNTED - SIGNAGE (TYP.) NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR -MOUNTED SIGNAGE. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR. I T LETTERING RAISED 1/32" HEIGHT OF LETTERING MEN 5/8" MIN. TO 2" MAX. UPPERCASE CHARACTERS i CORRESPONDING GRADE II BRAILLE DOOR -MOUNTED SIGNAGE 18" 6"= 18" 28" MIN. TO EDGE OF WATER CLOSET qT _� 1 N ZX 18" 32 MIN_ 18" 28" MIN. j TO EDGE —J OF WATER kD CLOSET C 1 N r� NOTE: REGARDLESS OF STALL CONFIGURATION, A 48" LONG MINIMUM CLEARANCE FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. NOTE: INTERIOR DIMENSIONS OF SINGLE ACCOMMODATION TOILET ROOMS SHALL INCLUDE A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIAMETER OR A T- SHAPED CLEAR SPACE. NO DOOR MAY ENCROACH INTO THIS REQUIRED CLEAR SPACE BY MORE THAN 12". * - SIDE GRAB BARS IN SINGLE ACCOMMODATION TOILET ROOMS MUST BE INSTALLED SUCH THAT THE FRONT END OF THE BAR IS LOCATED A MINIMUM OF 54" FROM THE BACK WALL_ la0 n 60" MIN. 60" DIAMETER SPACE 12'M41 "AUL' MIN. I lrl T - SHAPED SPACE Z � Z m M SINGLE -ACCOMMODATION TOILET ROOM 5 NOT TO SCALE TOILET PAPER HOLDER WITHOUT fe X STOPS 12" MAX. 42" MIN. 36" MIN. Fnnnu 0 M O I— M SIDE VIEW FRONT VIEW FLOOR - MOUNTED WATER CLOSETS X = 52" MINIMUM WHEN WATER CLOSETS ARE IN STALLS X = 54" MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS (SUCH AS IN SINGLE ACCOMMODATION ROOMS OR OPEN TOILETING SITUATIONS) TOILET PAPER HOLDER WITHOUT X STOPS 12" MAX. 42" MIN. 36" MAX. L J "7 0, 12'MZ M O o> �- 2 4" MIN. 77tF� SIDE VIEW FRONT VIEW WALL - MOUNTED WATER CLOSETS 6 WALL- / FLOOR -MOUNTED WATER CLOSETS NOT TO SCALE WNOTCTODNTIFICATION SYMBOLS FOR SANITARY FACILIITIES 7 URINALS SCALE NOT TO SCALE OPERATING CONTROL PART _ OF FLUSH MECHANISM 14" MIN. ELONGATED RIM W/ NO SIDE OBSTRUCTIONS REQUIRED CLEAR SPACE I I I Z I 1 30" MIN. IF PARTITIONS ARE <24" DEEP. 1 36" IF PARTITIONS ARE >24" DEEP. 1 30" 1 ao � I I I I I I I I Z_ (V to 60" MIN. STANDARD ACCESSIBLE TOILET STALL (DOOR OPENING AT FRONT OF STALL) 60" MIN. 36 MIN. 18" 6 "MAX. 32" MIN. ti LO 00 � CD CLEAR O W J J W W M TO EDGE 0 Z FLUSH N C' 6 ON W N C MLPJIOWN, I— Z Z N .0 W11- M F— (V o M J U F, JI 1 WE N 0 vJ Z z W W i Fri VA 1:1RIWIRONEW &I 011031111PER, Q m W Q 0 'J 0 'W W Q J Z � a - Easy High Reach b - Height c - Eye Level d - Low Counter Height wheelchair user child child Chart showing human scale from age 2 to adult. (Composite of men and women) �NO'T DMENSIONS FOR ADULTS AND CHILDREN TO SCALE 6" MIN • • • • 6" MIN 96v�. MEN HANDICAPPED ACCESSIBLE RESTROOM 2" MIN MEN WOMEN UNISEX RESTROOMS FIRST FLLOOR 1 WALL - SIGNAGE (TYP.) DOOR MOUNTED - SIGNAGE (TYP.) NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR -MOUNTED SIGNAGE. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR. I T LETTERING RAISED 1/32" HEIGHT OF LETTERING MEN 5/8" MIN. TO 2" MAX. UPPERCASE CHARACTERS i CORRESPONDING GRADE II BRAILLE DOOR -MOUNTED SIGNAGE 18" 6"= 18" 28" MIN. TO EDGE OF WATER CLOSET qT _� 1 N ZX 18" 32 MIN_ 18" 28" MIN. j TO EDGE —J OF WATER kD CLOSET C 1 N r� NOTE: REGARDLESS OF STALL CONFIGURATION, A 48" LONG MINIMUM CLEARANCE FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. NOTE: INTERIOR DIMENSIONS OF SINGLE ACCOMMODATION TOILET ROOMS SHALL INCLUDE A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIAMETER OR A T- SHAPED CLEAR SPACE. NO DOOR MAY ENCROACH INTO THIS REQUIRED CLEAR SPACE BY MORE THAN 12". * - SIDE GRAB BARS IN SINGLE ACCOMMODATION TOILET ROOMS MUST BE INSTALLED SUCH THAT THE FRONT END OF THE BAR IS LOCATED A MINIMUM OF 54" FROM THE BACK WALL_ la0 n 60" MIN. 60" DIAMETER SPACE 12'M41 "AUL' MIN. I lrl T - SHAPED SPACE Z � Z m M SINGLE -ACCOMMODATION TOILET ROOM 5 NOT TO SCALE TOILET PAPER HOLDER WITHOUT fe X STOPS 12" MAX. 42" MIN. 36" MIN. Fnnnu 0 M O I— M SIDE VIEW FRONT VIEW FLOOR - MOUNTED WATER CLOSETS X = 52" MINIMUM WHEN WATER CLOSETS ARE IN STALLS X = 54" MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS (SUCH AS IN SINGLE ACCOMMODATION ROOMS OR OPEN TOILETING SITUATIONS) TOILET PAPER HOLDER WITHOUT X STOPS 12" MAX. 42" MIN. 36" MAX. L J "7 0, 12'MZ M O o> �- 2 4" MIN. 77tF� SIDE VIEW FRONT VIEW WALL - MOUNTED WATER CLOSETS 6 WALL- / FLOOR -MOUNTED WATER CLOSETS NOT TO SCALE WNOTCTODNTIFICATION SYMBOLS FOR SANITARY FACILIITIES 7 URINALS SCALE NOT TO SCALE OPERATING CONTROL PART _ OF FLUSH MECHANISM 14" MIN. ELONGATED RIM W/ NO SIDE OBSTRUCTIONS REQUIRED CLEAR SPACE I I I Z I 1 30" MIN. IF PARTITIONS ARE <24" DEEP. 1 36" IF PARTITIONS ARE >24" DEEP. 1 30" 1 ao � I I I I I I I I Z_ (V to 60" MIN. STANDARD ACCESSIBLE TOILET STALL (DOOR OPENING AT FRONT OF STALL) 60" MIN. 36 MIN. 18" 6 "MAX. 32" MIN. ti LO 00 � CD CLEAR O W J J W W M TO EDGE qT Z FLUSH N C' 6 ON W N C mmj I— Z Z N � M F— (V o M J U v W N 0 c0 z _ io v Z M 32" MIN. 47' MIN. STANDARD ACCESSIBLE TOILET STALL (DOOR OPENING AT SIDE OF STALL) 36" WIDE 18" RECOMMEN 32" MIN. OUTWARD SWING\ SELF-CLOSING DOOR—f SEMI -AMBULATORY TOILET STALL MULTIPLE ACCOMMODATION TOILET ROOM & STALLS NOT TO SCALE 7 U - SHAPED HANDLE LOOP HANDLE The inside and outside of the compartment doors to disabled accessible stalls must be equipped with a loop or U-shaped handle immediately below the latch. The latch must be flip -over style, sliding or other hardware not requiring fight grasping or twisting. ACCESSIBLE STALL DOOR HARDWARE NOT TO SCALE z N v NOTE: TOTAL STALL DIMENSIONS MUST INCORPORATE ALL CLEARANCES SHOWN TO COMPLY WITH BOTH STATE AND FEDERAL REQUIREMENTS. 60" MIN L LEVEL & CLE NOTE: THE CLEAR FLOOR SPACE AT FIXTURE AND CONTROLS, THE ACCESSIBLE ROUTE AND THE TURNING SPACE MAY OVERLAP. NOTE: WHEN SIX (6) OR MORE STALLS ARE PROVIDED IN A MULTIPLE ACCOMMODATION TOILET ROOM, ONE STALL MUST BE A STANDARD SIDE - TRANSFER ACCESSIBLE STALL AND ONE ADDITIONAL "SEMI - AMBULATORY" STALL MUST BE PROVIDED WHICH IS 60" MINIMUM IN DEPTH, 36" IN WIDTH AND HAS AN OUTWARD SWING DOOR AND PARALLEL GRAB BARS (SEE FIG. 84). 36" ABSOLUTE X = 66" MINIMUM WITH WALL -MOUNTED WATER CLOSET X = 69" MINIMUM WITH FLOOR -MOUNTED WATER CLOSET NOTE: TOTAL REQUIRED STALL LENGTH MUST INCORPORATE MINIMUM REQUIRED 48" CLEAR SPACE IN FRONT OF WATER CLOSET. FRONT - TRANSFER TOILET STALL DESIGN (FOR ALTERATIONS OF BUILDINGS ONLY) 18" 36" MjNr FLUSH VALVE ON WIDE CLEAR SIDE 32" MIN. ti LO 00 � CD CLEAR O w I-- W U Q � W J J W W M TO EDGE qT Z OF WATER C' 6 r N 2 mmj I— O N W M F— a o M J U W 0 vJ Z z W W g U C:) Q m W Q 'J 32" MIN. OUTWARD SWING\ SELF-CLOSING DOOR—f SEMI -AMBULATORY TOILET STALL MULTIPLE ACCOMMODATION TOILET ROOM & STALLS NOT TO SCALE 7 U - SHAPED HANDLE LOOP HANDLE The inside and outside of the compartment doors to disabled accessible stalls must be equipped with a loop or U-shaped handle immediately below the latch. The latch must be flip -over style, sliding or other hardware not requiring fight grasping or twisting. ACCESSIBLE STALL DOOR HARDWARE NOT TO SCALE z N v NOTE: TOTAL STALL DIMENSIONS MUST INCORPORATE ALL CLEARANCES SHOWN TO COMPLY WITH BOTH STATE AND FEDERAL REQUIREMENTS. 60" MIN L LEVEL & CLE NOTE: THE CLEAR FLOOR SPACE AT FIXTURE AND CONTROLS, THE ACCESSIBLE ROUTE AND THE TURNING SPACE MAY OVERLAP. NOTE: WHEN SIX (6) OR MORE STALLS ARE PROVIDED IN A MULTIPLE ACCOMMODATION TOILET ROOM, ONE STALL MUST BE A STANDARD SIDE - TRANSFER ACCESSIBLE STALL AND ONE ADDITIONAL "SEMI - AMBULATORY" STALL MUST BE PROVIDED WHICH IS 60" MINIMUM IN DEPTH, 36" IN WIDTH AND HAS AN OUTWARD SWING DOOR AND PARALLEL GRAB BARS (SEE FIG. 84). 36" ABSOLUTE X = 66" MINIMUM WITH WALL -MOUNTED WATER CLOSET X = 69" MINIMUM WITH FLOOR -MOUNTED WATER CLOSET NOTE: TOTAL REQUIRED STALL LENGTH MUST INCORPORATE MINIMUM REQUIRED 48" CLEAR SPACE IN FRONT OF WATER CLOSET. FRONT - TRANSFER TOILET STALL DESIGN (FOR ALTERATIONS OF BUILDINGS ONLY) 18" 36" MjNr FLUSH VALVE ON WIDE CLEAR SIDE 32" MIN. ALTERNATE LATERAL OR SIDE - TRANSFER TOILET STALL DESIGN (EQUIVALENT FACILITATION FOR EXISTING BUILDINGS ONL GENERAL NOTE FOR BUILDING ALTERATIONS IN EXISTING BUILDING OR FACILITIES, WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE REQUIREMENTS FOR A STANDARD SIDE -TRANSFER TOILET STALL WOULD CREATE AN UNREASONABLE HARDSHIP, THE FRONT - TRANSFER TOILET STALL DESIGN SHOWN HEREON MAY BE UTILIZED TO PROVIDE EQUIVALENT FACILITATION. � tmlT #_ BUTCO NT'y r. F r �.,.� � Dt '� G GP �s=NT SE^VICES 2 ALTERNATE STALLS FOR EXISTING BUILDINGS ONL aM�F` �f;lr`P NOT TO SCALE i E - L %1 '� CE F— W 0 W M 32" MIN. ti LO 00 � CD CLEAR O w I-- W U Q � W J J W W M TO EDGE qT Z OF WATER C' Q` r CLOSET Z mmj I— O N W M F— U. o M J U 32" MIN. ALTERNATE LATERAL OR SIDE - TRANSFER TOILET STALL DESIGN (EQUIVALENT FACILITATION FOR EXISTING BUILDINGS ONL GENERAL NOTE FOR BUILDING ALTERATIONS IN EXISTING BUILDING OR FACILITIES, WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE REQUIREMENTS FOR A STANDARD SIDE -TRANSFER TOILET STALL WOULD CREATE AN UNREASONABLE HARDSHIP, THE FRONT - TRANSFER TOILET STALL DESIGN SHOWN HEREON MAY BE UTILIZED TO PROVIDE EQUIVALENT FACILITATION. � tmlT #_ BUTCO NT'y r. F r �.,.� � Dt '� G GP �s=NT SE^VICES 2 ALTERNATE STALLS FOR EXISTING BUILDINGS ONL aM�F` �f;lr`P NOT TO SCALE i E - L %1 '� CE F— W 0 W M o rn Q [if OW Q UILL } W ti LO 00 � CD o CIS � o L, X O w I-- W U Q � W J J W W M U W Of W p U. Q` r p Z mmj I— O U J U F— WN W �T— ..L UN I�L Q W W 0 Q0 W 0 U o: < �n v rn Q U C�f W J W U M U. Q` r W W Z mmj I— U J U 2 U. o M W F < 0 Z 0 U) W 2 O O vJ VJ W W U� U Q W Q 'J 0 'W W Q J Z � W U) D_ F— > F-- 5 < Cr W 0 V ! ? Q. co C0 SCALE AS NOTED PLOTDATE 10/15/10 SHEET ■ BSM/N. \/N. O 6" MAX.pf 1 zok Z z 2 CLEAR FLOOR SPACE 040 PR 48" MIN. L L NON -ALCOVE, WING WALL INSTALLATION (EXCEPTION ONLY) 1�qA. 12" DETECTABLE —' TEXTURE O 0 6„ 3611- MAX. 6nMAX. N T Z 1 IIN 1 � 12• co I CLEAR FLOOR SPACE I 12 ( 2" DETECTABLE .�— 48" MIN. �' TEXTURE NON -ALCOVE, CANE DETECTABLE SURFACE INSTALLATION EXCEPTION ONLY DRINKING FOUNTAINS - EXCEPTIONS NOT TO SCALE ACCESSIBLE STANDARD HEIGHT FOUNTAINS ( FOUNTAIN, J �i lel HI -LO" FOUNTAIN DESIGN � /N L;xaT M,qX r` CV 32, M\N ALCOVE INSTALLATION GENERAL NOTES: DRINKING FOUNTAINS MUST BE LOCATED COMPLETELY WITHIN AN ALCOVE 18" MIN. DEEP, OR WITH WING WALLS OR RAILS WHICH PROJECT AT LEAST EQUAL THE LENGTH OF THE SIDES OF THE FOUNTAIN FIXTURE AND BE SPACED A MINIMUM OF 32" CLEAR APART. WATER STREAM MUST BE PARALLEL WITH THE FRONT OF THE DRINKING FOUNTAIN FOR ANY ACCESSIBLE DRINKING FOUNTAINS. SEE SECTION 1117B.1, PART 5, PLUMBING SECTION 1507(A) FOR TITLE 24 REQUIREMENTS. WHERE ONLY 1 DRINKING FOUNTAIN STATION IS PROVIDED ON A FLOOR, THERE SHALL BE A DRINKING FOUNTAIN WHICH IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS AND ANOTHER WHICH IS ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING AND STOOPING. NOTE: IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" .i— (X) — CLEAR FLOOR SPACE DRINKING FOUNTAINS - TYPICAL INSTALLATION NOT TO SCALE FIXEDSPRAY H HAND HELD SP HEAD CONTROL BOX LOCATION 30" MIN. SEAT CLEAR FLOOR IK SPACE IE UI0 O LAV. I 48" MIN. v .AT CLEAR I FLOOR I z SPACE 1 2 I0 � I LAV. SIDE APPROACH FRONT APPROACH CLEAR FLOOR SPACE AT BATHTUBS 24" MIN FOOT 12" MAX. 24" 24" MIN. MAX- M O F- cl) M HEAD GRAB BAR/CONTROL WALL DETAILS BATHTUBS (WITH SEAT IN TUB) NOT TO SCALE 30" MIN. v v r SEAT I I CLEAR I z_ FLOOR I SPACE I I O O LAV. J CONTROLS CLEAR FLOOR SPACE AT BATHTUBS 24" MIN. 12" MAX. FIXED SPRAY HEAD 15" 11 48" MIN. L.MAX; 10 HAND HELD SPRAY HEAD _ CONTROL BOX `Y' LOCATION ao M FOOT BACK GRAB BAR/CONTROL WALL DETAILS BATHTUBS (WITH SEAT AT HEAD OF TUB) NOT TO SCALE T HEAD z "v N z co M WALL OPPOSITE SEAT HAND-HELD SPRAYER UNIT TO BE MOUNTED WITHIN 24" FROM SEAT MOUNTING WALL. WATER CONTROLS TO BE MOUNTED BETWEEN 18" -24" FROM SEAT MOUNTING WALL. 1" MIN. 14/2 MAX. 0 J w "J Z� w00 Z) w tL n 16" MIN. SHOWER SEAT DESIGN SHOWER SPRAY UNIT THAT CAN BE USED FLEXIBLE SHO SHOWER BOTH AS FIXED SPRAY HOSE, HEAD SHOWER HEAD ANOI MIN. 50" LONG ASA HAND-HELD II UNIT SINGLE -LEVER n I�1 /MIXING VALVE M Q 0 �r DING c` i ao T_ SHOWER SEAT CONTROL WALL SEAT WALL 30" X 60" SHOWER STALL DESIGN - OPTION 2 NOT TO SCALE HAND-HELD SPRAYER UNIT TO BE MOUNTED WITHIN 24" FROM SEAT MOUNTING WALL. WATER CONTROLS TO BE MOUNTED BETWEEN 18" -24" FROM SEAT MOUNTING WALL. FOLDING SEAT Z z 23" MAX. o M I TT Fl 0� wQ Icy "- I I w O I REQUIRED CLEAR I ? a I FLOOR SPACE I LL p Un co I I 6" MAX I L-------------- I 1%2"MAX. L 60" MIN. 1" MIN. SHOWER SEAT DESIGN WALL OPPOSITE SEAT FLEXIBLE SHOWER SPRAY HOSE, MIN. 60" LONG SHOWE HEAD SINGLE -LE ER MIXING VALVE 4 O 0) IT � FOLDING r, SHOWER SEAT r 2% MAX. BACK (LONG) WALL SHOWER SPRAY UNIT THAT CAN BE USED BOTH AS FIXED SHOWER HEAD AND AS A HAND-HELD UNIT SEAT WALL bD T PE IMIT# _ BUTS tJ;�dY;?cV-r_CTblENTSERVICES ' r y� CO a , 4 a ANCF FOR .I 45 D� 30" X 60" SHOWER STALL DESIGN - OPTION 1 °------.�s NOT TO SCALE F- w F 2 (' CN M o a) Q WC O LL U }' W ti co � `- o 0o L (—=)F_ — U") LL O LLj U W H C) Q W J J w Y W 0o Q U W U) Of W 0 U) > w ct� Q ` r 0 z F- co O U J Q U F- W 010-00U LuU Q U) ui U w0 i U Q �^ `j VJ rn U W J W Q U M 1..1..1 U) > w ct� Q ` r w w z F- co U J Q U w U o ti M w Q 0 Z O U) > w . 1. 1. w W U) ?>> w W 7- 0 0 to V � Q 0 W Q 0 W M W Z w� J w < > v- J _ Q 0 w m =C- co co SCALE AS NOTED PLOTDATE 10/15/10 SHEET VISUALALARM p VISUAL ALARM w _O I- oo O U 100' DISTANCE cz� 4 co Q N N w Lo � w`n `n � ---- = z 0 = pLo Li U Q IC p w w MAX.G ( N W Q Q = HEIGHT OF ❑ C O _ _ _ _ c%jM } LL Q OBSTRUCTIONS LL- Ln X 4' w // / w Y Z W (a) HIGH FORWARD REACH LIMIT pp SPACES EXCEEDING 100' N � w � TABLE OR b 19, MAX i:;::- COUNTERHEIGHT: _ OVERHANG 000 w PERMITTED 28'MIN. X 50' DISTANCE I I TO 0 v i i 34"MX. VISUAL C4 I I ALARM VISUAL I I �o i CLEAR FLOOR i T, ALARM PTIONAL I I M SPACE 3 •>:-.' . r Z OST BASE+ i `----------------� M/N 19 N ��/ _L-_1_ MSN L.L.. - - 48"MIN.' i X � co SIDE REACH ARRANGEMENTZ Z u 4 4' (b) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION COMMON CORRIDORS, HALLWAYS, ROOMS &SPACES a a U N orf VISIBLE & AUDIBLE ALARMS o — REQUIRED KNEE CLEARANCES FORWARD REACH Q x I CLEAR FLOOR I NOT TO SCALE v I co I NOT TO SCALE SPACE V(:) -NOT TO SCALE �— I I Lij I x I ----I 10 2'-6" U) L------------- THERMOSTATS ELECTRIC (SEC.1117B.6) J I I Ax. 'W SWITCHES (SEE SEC. 210 30'MIN. STROBE NOTE :IF Y IS LESS THAN NOTE: IF Z IS GREATER THAN Q (VISUAL ALARM) 30 INCHES, THEN X SHALL 12 INCHES, THEN Y SHALL BE BE GREATER THAN 27 INCHES GRATER THAN 30 INCHES I I 0 0 w FORWARD REACH ARRANGEMENTF`I > CL MINIMUM HEIGHT Q }-----� � FIRE OF KNEE CLEARANCE _ � o ALARMS ,c 10" 2'-6" 0— - - - - - - - FIREALARM AX. G �O '- AT 48' PER Ix z � z STATE FIRE 0 a x J NOTE: IFXISGREATER '� CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW SIDE REACH LIMITS Q 4 co MARSHALL Q THAN 24 INCHES, THEN 04 in d Ln ANADDITIONAL 61i1'MAX c z v MANEUVERING CLEARANCE " DEPTH OF SINK 2' 2'-6» 2 O`` O OF 6INCHES SHALL — D PROVIDEDVIDED(36•WIDEX48• Q < LONG CLEAR SPACE) MAXIMUM HEIGHET CONTROLS AND OUTLETS ELECT. WINDOW PULL (SEC.1117B 6) z_ v TO COUNTER OR RIM � OUTLETS OPERATORS CORDS SEE SEC. 210--7 & 380-8 CALIFORNIA ELECTRIC CODE N 30 -MIN. MINIMUM 30' X 48' 19" ABSOLUTE DEPTH rn - CLEAR SPACE FOR OF KNEE7TOE CLEARANCE I o FULL HEIGHT ENCLOSURES FRONTAPPROACH I x Q _ 0) MAXIMUM SIDE REACH OVER OBSTRUCTIONS C ��`' U v CONTROLS & OUTLETS TELEPHONES SINK AT NON—COMMERCIAL KITCHEN, EMPLOYEE LOUNGE, ETC SIDE REACH w Q NOT TO SCALE O NOT TO SCALE NOT TO SCALE NOT TO SCALE W Q U CI W of w W co F- r _ 30" � � 42" � � � U U 00 co co a �r I u— cti �Lo i (A) FORWARD REACH REACH DEPTH REACH DEPTH LESS THAN 20" I BETWEEN 20-25' I I I I o I I I P c' 1 L ----J L ----J I I 0 I C7 w I - cl Q ® - Z 30" 30" 48" 48-4 � - � � W a .1 11 1 19" 19" \/ CLEARANCE UNDER \ �� CLEARANCE UNDER OBSTRUCTION MUST BE OBSTRUCTION MUST BE EQUAL, TO OR GREATER THAN EQUAL TO OR GREATER THAN REACH DEPTH TO OBJECT REACH DEPTH TO OBJECT (B) FORWARD REACH OVER OBSTRUCTIONS MINIMUM CLEARANCES FOR SEATING AND TABLES NOT TO SCALE C zQp to U U">� Q z = W w CASHIERS V J io• MAX � v � (C) SIDE REACH (D) SIDE REACH 0 (REACH DEPTH 10" OR LESS) OVER OBSTRUCTIONS Q w W 0 W SHELF ROD SHELF 7 w ` a w < r M 36"MIN I F-- I in L.L WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION SUCH AS(BUT NOT LIMITED 10) coco A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATION. AT LEAST 5 PERCENT (5'/.),BUT NEVER LESS THAN ONE OF EACH TYPE OF STATION SHALL BE ; �o v OVER Z OVER LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36 INCHES LONG AND NO MORE THAN 28'- 34" HIGH . PERN T# SCALE AS NOTED Bu �� 'C}1wq rV rpt PLOTDATE 10/15/10 21'`�'C \ 21•��� i"---� MAX MAX. " jam/' �� DATF 7•,d y €i I�" LI i CF SHEET COUNTER AT MULTIPLE TRANSACTION STATIONS 4 STORAGE AmRm6 NOT TO SCALE NOT TO SCALE W O F-- o O ACCESSIBILITY FOR GROUP A OCCUPANCIES I ❑ B Eli r v � `.) '`r U C6 C6 Uj ND�NC Z U") U-) = O o U asP /I-0700 3" MIN 3" MIN.Ur 2 LL L v w w x IN STADIUMS WHERE SPECTATORS CAN BE EXPECTED TO STAND �� 2�" :- F O O O O 3 "MIN. MIN. ¢ = N U LL_ U� DURING THE SHOW OR EVENT (FOR ;\ 1 O O O O ® I j EXAMPLE, FOOTBALL BASKETBALL. I BASEBALL GAMES, OIC ROCK ALL OR SUBSTANTIALLY _ 9' w cn CONCERTS) SEATINGMIN. 1�. - •:-'M' w ALL OF THE\NHEELCHAIR LOCATIONS MUST PROVIDE A LINE OF SIGHT OVER STANDING SPECTATORS. A COMPARABLE LINE OF SIGHT ALLOWS A PERSON USING AWHEELCHAIR TO SEE THE �� MAX. �� �' v (A)SIDE REACH {� (B) SIDE REACH OVER OBSTRUCTION t 36. Fig.g.1313-A Single Bed in RoomNOTE" SHADED g CD VERTICALCLEARANCE U� LU m p p O SURFACE BETWEEN THE NDONC FRO MIDEOOR%INIMUM PLAYING 0 60" MIN. 48" MIN. HEADS AND OVER THE SHOULDERS o OF THE PERSONS STANDING IN THE ROW IMMEDIATELY IN FRONT AND OVER THE HEADS OF THE PERSONS STANDING TWO ROWS IN FRONT. U SHAPED KITCHEN TYPICAL KITCHEN 1. REMOVABLE BASE CABINET WITH 1. REMOVABLE BASE CABINET WITH �� 17'MAX. W FINISH FLOORING BENEATH. FINISH FLOORING BENEATH. `r 2. 30" WIDE REPOSIONABLE COUNTER 2. 30" WIDE REPOSIONABLE COUNTER TOP WORK SPACE AND SINK. TOP WORK SPACE AND SINK. MIN. U �36 MIN. 2" MAX. w (C) FORWARD REACH 30" MIN-L- p REACH DEPTH REACH DEPTH FIg.13-B Fig. 13-c = LESS THAN 20" BETWEEN 0-2 " Two Beds in Room Lift Device Clearances U REQUIRED CLEAR SPACE IN KITCHENS. REQUIRED MANEUVERING CLEARANCES AT W KITCHENETTES AND WET BARS BEDS IN ACCESSIBLE TRANSIENT LODGING Q C SSP C W 4„ N Of MAX. MAX. UJ .. NOTIFICATION DEVICE ELECTRICAL OUTLET NOT CONNECTED OR AN AUXILIARY TO AUXILIARY ALARM ALARM -7) i OBSRUCCEUNOER i OLEARANCEUN J ST BEDD EQUAL TO OR GREATER THAN EQUAL TO OR GREATER THAN EQUAL TOOK GREATER v OnSTRLTOOR BEATER � CH-1D VISUAL ALARM CONNECTED TO BUILDING TELEPHONE EMERGENCY ALARM SYSTEM H Q O W REACH DEPTH TO OBJECT REACH DEPTH TO OB.ECT -. H O (D) FORWARD REACH OVER OBSTRUCTIONS D0 CO -_ a BEFORE REMOVAL OF CABINETS AND BASE CABINETS AND BASE REMOVED AND HEIGHT ALTERNATIVES :. - • v DEPTH OF DEPTH 24" OR LESS VER 24" COUNTERTOPS: A minimum linear length of 30 inches of countertop shall be provided for the kitchen sink and a minimum linear SEPARATE VISUAL NOTIFICATION DEVICE FOR INCOMING TELEPHONE ELECTRICAL OUTLET TIED TO O 2� 120 D- length of 30 inches of countertop shall be provided for a work surface, both of which shall designed to enable repositioning to a minimum height of 28 inches, the sink and work surface may be a single integral unit, or be separate components The base cabinets directly under sink and work surface counter areas, which CALLS AND FLOOR KNOCK OR BELL BUILDING EMERGENCY ALARM ELECTRICAL OUTLET 5 Q F COMPARABLE LINE OF SIGHT REQUIREMENTS FOR WHEEL CHAIR SEATING IN STADIUMS Q G designed for be to 4' I X FOR 'TEXT' PHONE 0 0 I Q are repositing, shall removable provide clearance for a wheelchair. , C C I The sides and back of adjacent cabinets, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent materials appropriate TELEPHONE CONNECTION _ FOR "TEXT" TELEPHONE TELEPHONE WITH VOLUME NOTICE NOTICE for such uses. Finished flooring shall be installed on the floor CONTROL CAPABLE OF MIN- 12 dbA MAX 18 dbA AISLE SEATING DATIONS WITH REMOVABLE OR FOLDING ARMRESTS (OR NO ARMRESTS such countertop. EXCEPTION_ Stone, culture stone and filled countertops may be used ' without meeting the repositioning requirements. ABOVE NORMAL ON THEAISLE SIDE)ARE I AVAILABLE FOR PATRONS REMOVABLE OR REOUIRIJG ENHANCED FOLDING ARMREST ACCESSTOSEATMG I I DQ �l U I� SIGNAGE REGARDING AVAILABILITY / - so %y��a\ 36, = NOTIFICATION DEVICES AND TELEPHONES IN Q -/ OF AISLE SEATING TO BE POSTED �N �N M//V M M/N M _ Q IN TICKET OFFICE (EXAMPLE ONLY) ���/ � ACCESSIBLE TRANSIENT LODGING W („) x x D U. EACH SUCH AISLE SEATING LOCATION MUST BE IDENTIFIED BY �S (A) FORWARD APPROACH TO OBJECTS WITHIN ALCOVES p I t I I I I 2" MAX. W Q w A SIGN OR MARKER. NOTE IT IS NOT RECOMMENDED TO USE THE INTERNATIONAL SYMBOL OF 0ARMREST ACCESSIBILITY FOR THIS SIGNAGE: SIGNAGE OR MARKER CONFIGURATION U 00 Q�-. ' I I 26"MIN. 40"MIN. IS UNLIMITED AS LONG AS SEATING CAN BE LOCATED- a I I7 = ONE PERCENT (1%) BUT NOT LESS THAN ONE (1) OF ALL FIXED SEATS MUST BE AISLE SEATS WITH NO ARMREST ON THE AISLE SIDE, OR REMOVABLE OR FOLDING ARMREST ON THE AISLE SIDE DEPTH OF DEPTH 15" OR LESS OVER 15" v ao"MSN L _ _ _ _ _ _ J 3p• r---- - L---- ---- U Mpy L30"MIN. _ _ � i O _ CN r1_ AISLE SEATING �NDvENol SINK COUNTER AND ADJACENT REQUIRED CLEAR FLOOR SPACE COUNTERTOP WORK SURFACE UNDER WORK SURFACES LCA p p NG P NOTE REPOSITIONING OF SINK COUNTERTOP WORK SURFACE MAY BE SEPARATE OR AS REINFORCED AREAS FOR INSTALLATION OF GRAB BARS ASINGLEUNIT (A) WATER CLOSET IN ADAPTABLE BATHROOMS ADJUSTABLE SINKS AND COUNTERTOP WORK SURFACES 6" 6" MAX. 6" MAX. 6" LU c 0 7. Mit MSN N:' 24" MIN. �.. 24" MIN. MIN. o ONE PERCENT (1%) BUT NOTE LESS-- -� I I > W<1 THAN TWO (2),OFTHE TOTAL SEATING PROVIDED SHALL PROVIDE SEATING (B) SIDE (PARALLEL) APPROACH TO OBJECTS WITHIN ALCOVES _ L---------- 1 1 1 1 FOR SEMIA13ULATORY INDIVIDUALS. \r1 SUCH SEATS SHALL PROVIDE AT LEAST DO _ f0 M - (V Q" 24 INCHES (24'1 CLEAR LEG SPACE MSN BETWEEN THE FRONT OF THE SEAT TO THE NEAREST OR TO THE 32" THESEOBSTRUCTION YINFRO BACK OF THE SEAT IMMEDIATELY IN FRONT. NOTE: THE AREA OUTLINED IN DASHED LINES REPRESENTS LOCATION FOR FUTURE CONTROLS AND OPERATING MECHANISMS, INSTALLATION OF GRAB BARS FOR TYP. FIXTURE CONFIGURATIONS i (B) LOCATION OF GRAB BAR REINFORCEMENTS VENDING MACHINES FOR ADAPTABLE BATHTUBS SEMIABULANT SEATING Mit 24"MIN BENCH SEAT ♦� %^� ACCESSIBLE SEATING REQUIREMENTS 48" IN ASSEMBLY AREAS ACCESSIBILITY FOR GROUP A OCCUPANCIES 6 z 1'-19 z z v 60"x" to co 18" MIN CLEAR FLOOR SPACE ------------------------- Q 24" MAX. 36" MIN. CLEAR PASSAGE MIRROR (FULL LENGTH) Q (42" PREFERRED) GOP',N00y_9 ~ - _ NOTE: THE AREA OUTLINED IN DASHED LINES REPRESENTS M�M LOCATION FOR FUTURE INSTALLATION OF GRAB BARS W Z W (n OO _ g - (C) LOCATION OF GRAB BAR REINFORCEMENTS W Q Q Z W o t U' FOR ADAPTABLE SHOWERS LID/ 1 ' w SLIDE ` Lu TRAY 20, Lu M ) O ` MAX PERMIT4 SCALE AS NOTED NOTE IF COAT HOOKS ARE E _ �r fi S_ P L O T DATE 10/ 15/10 MOUNTED BEHIND MAXIMUM HEIGHT ALLOWED �kH T S a � TABLEWARE AND CONDIMENT AREAS IS 46 FROM FLOOR ('<E aj ff '� " l �I y� t ^ ^'3p.A f FOOD SERVICE LINES DATE SHEET ' BY FITTING AND DRESSING FOOD SERVICE LINES, TABLEWARE ROOMS AmR07J AND CONDIMENT AREAS 4 1 FW E -LEE Qmings, Co Inc. 2280 1 y Str to 130 Chi Vo�,� 95428 (5 Ph: (530 a 657 F: (530) 898-8157 E: C 5 ngsmichael@sbcglobal.net Llc4e # 748612 C-36 Plumbing ,/—MECHANICAL SLAB 2 IL I I/Itr =1'-0' .. ................ .............. FOO .. . .. . ................. .. .... . ... .. .. . Ao 0 . . ........ ................ .......... ........... LO i4 ............................ ...... ...... ...... ............... L H: Co • .... ...... ............. LO 4. L11 .. ..... .. .... . .. .. .... LO >w CO 0 F- E Ao .......... . . ........ ................ .......... ........... i4 ............................ ...... ...... ...... ............... M: MPH. .... ... .......... .... ............ R .... ...... ............. . ......... .......... . ............... L11 .. ..... .. .... . .. .. .... LO Ao .......... . . ........ ................ .......... ........... i4 ........... . ......... .......... L11 al LO F51 87EAM TABLE 70 DRAIN (INTO FLOOR/9, VT, co 18' Enlarged Kitchen Plan Scale: 1/4" =1'-0" Enlarged Restroom Plan Scale: 1/4' = 1"i 2' v SIM P1.1 FOR OONI'INlJA710N 42' -POTEN 11AL FUTURE DOOR. RUN ELECTRICAL/ PLUMBING ABOVE 7r LEGEND A 00 tI= TA LLOU111111111M VM ll COMMERCIAL AND EMPLOYEE KITCHEN EQUIPMENT LIST ITEM DESCRIPTION/ REMARKS MANUFACTURER MODEL Ph VOLT AMP CGOAS Btu/hr 1 9 ft CaptiveAire Hood w/ Automated Ansul Fire Supp. CaptiveAire 603SND-2 3 208 4.7 IS LOWER THAN F.F. Kohler Commerdal Stronghold Tdd Seel (ADA) 2 Make Up Air front Mount w/ Dampers Mach. Contractor A- 8 per 101-200 women 3 208 3.3 E Toilets fbr Men 3 60" Dbl Oven Range Bumer/Griddle Combo/Conv. Oven Montague VG60-6-2FT 1 115 5 3/4" 20,000/40,000 4 18" Charbroiler Undercook w/ optional stand Montague UFLC-24R H Sloan Optlmma System-Elecbuft Hand Washing Faucet 3/4" 76,000 5 Regaline Scullery Sinks -3 sinks+2 DrBd Advance Taboo 94-3-54-18RL :...-:.: J A- 2 per 151-400 people Watts 8• Round Floor Drain FD -100A 6 Underhood Lighting (both hoods) CaptiveAire Bl -Level Elkey EZH2O fountain + FOV Station 1 115 15 Waterless Co.'s Baja Waterless Urinal 7 5' Low Temp Hood CaptiveAire 1 115 4 N w 8 ADA Compliant Wall Mounted Hand Sink Advance -Taboo 7 -PS -25 Botxick Soap Dlapernser B-2111 S.STL P 9 72" Stainless STL Undercounter Refrig. ADA Compliant TRUE TUC -72 -ADA 1 115 10.5 K-2196 White 10 72" Cooler Worktop TRUE TUC -72 1 115 5.1 WHA RINNAI TANKLESS 9.5 LSI 11 72" Chefs Table with Shelving and Drawers WH -2 ON DEMAND WATER HEATER 120 V U WH -3 2 -GAL WATER HEATER ELECTRIC 12 52" Dbl Door Stand -Alone Reach -In Coder TRUE TR2R-2s 1 115 10 13 54" Dbl Door Stand -Alone Reach -In Freezer TRUE T -49-F 1 115 13.2 14 Elec. Oven in Employee Kitchen GE C2S980SEMSS 1 240 40 15 47" Portable Steam Tables Supreme Metal TBD 1 115 20 16 (5) Countertop Micro. Ovens -Break Room GE JES1140SP 1 120 158OW 17 450 LB Ice Machine and 4501.b Din Manitowoc SD -0452A 1 115 60 18 Low Temp Chemical Single Bin Inline Dish Machine Autochlo System A4 1 115 20 19 Undercounter Stainless STL Sink - ADA Elkay ELUHAD211545 22 Dbl Coffee maker Bunn 27900.0001 1 208 28.9 23 Bosch Electric Cooktop GE NET5054UC 240/208 32 24 Gallery 24" Built -In Micro-Bd Rm, Lg Conf. Rm, Coffee Rm Frigidaire FGM0205KF 25 Double Drawer Dishwasher -Employee Kitchen Fisher-Paykel DD24DDFX6V2 26 Mini -Fridge -Architect Series II Kitchen Aid KURS24RSSS 115 20 27 (2) Undercounter Built -In Convec. Mico Ovens Frigidaire KBHS109SSS 240 20 28 Undercounter Ice Machine -Employee Kitchen Manitowoc SM50 115 4.1 29 Broan Range Hood -30"W BROAN 613004 1 120 3.1 30 (3) 36" GE Profile Cabinet Range Hoods GE JV666HSS 120 2.5 31 Food Service Grade Refrigerator- Employee Kitchen Frigidaire FCS9201RF 32 Food Service Grade Freezer- Employee Kitchen Frigidaire FCFS201 LF 33 10 Cup Built -In Coffee Maker Brew Express BE -110 -BS 0 SEE P1.1 FOR CONTINUATION Enlarged Kitchenette Plan Lg. Conf. Rm. Scale: 1/4" = 1'-0" SEE A4R.4 FOR DETAILS ON TOILET LOCATION AND ACCESSORIES A B C SEE PIA FOR SEE PIA FOR CONTINUATION CONTINUATION Enlarged Kitchenette Plan Board Room Scale: 1/4" = 1'-0" - BATHROOM EQUIPMENT LIST ITEM COUNT DesaiplionlRer eft MODEL COLOR A Kohler Highdiff Toilet Bowl (ADA) K-4368 White B Sloan Eros Electrornlo Dual Fkrsh Valve; (1.8-1.1 GPF) 8111 Chrome PI. C IS LOWER THAN F.F. Kohler Commerdal Stronghold Tdd Seel (ADA) K-4731 Whits D A- 8 per 101-200 women Dyson AlIftede Hand Dryer A-04US Altm E Toilets fbr Men Kohler Kingston Wail Mout Lavatory K-2005 White F 244k24• Fl redone Molded Mop Receptor MSR 24724/MSR-=4 White G B- 3 per 100-150 min ` Chicago Fewets-.ServlCe Sink Faucet 897 -CP Chrome PI. H Sloan Optlmma System-Elecbuft Hand Washing Faucet ETF -81) Chrome PI. I 3 Watts 12" Square Floor Drain FS -730 :...-:.: J A- 2 per 151-400 people Watts 8• Round Floor Drain FD -100A K Bl -Level Elkey EZH2O fountain + FOV Station LZSTL8WSLK S. STL L Waterless Co.'s Baja Waterless Urinal Model S 2104 White M Bobrk* Folding Shower Seel B-5181 Whits N w Kohler Harnddx wer w/ ADA Compliant Aooessorles K-18495 CHrome PI. O Botxick Soap Dlapernser B-2111 S.STL P Bobrk* Paper Towel Dispenser and Warts Receptacle B-3042 S. STL 0 Kohler Pennirpton Countertop Lavatory (ADA) K-2196 White R v Kohler Primary Bowl K4321 Whits S WHA RINNAI TANKLESS 9.5 LSI 0 T WH -2 ON DEMAND WATER HEATER 120 V U WH -3 2 -GAL WATER HEATER ELECTRIC 1201/ V BATHROOM EQUIPTMENT SCHEDULE 14 TOILETS; 5 ACCESSIBLE (8 Women's, 5 Men's, 1 Unisex) 5 URINALS 12 BATHROOM LAVATORIES ' i MINIMUM PLUMBING FACILITIES A- Assembly Occ.=294 total; C4 B- Business Occ.=144 total; IS LOWER THAN F.F. ti oo NAME OF FIXTURE REQUIREMENTS TOTAL REQUIRED Toilets for Women A- 8 per 101-200 women 8 B- 6 per 95-135 women Toilets fbr Men A 2 per 101-200 men 5 B- 5 per 95-135 men Urinals A 2 per 101-200 men 3 UT B- 3 per 100-150 min ` Lavatories for Women A 1 per 1-200 women 3 B- 3 per 80-120 women w Lavatories for Men A 1 per 1-200 men 3 B- 3 per 80-120 men :...-:.: Drinking Fountains A- 2 per 151-400 people 2 Cummings CoMAW{/ Inc. 2280 Iv S,f a Su i 30 Chics A 9592 Ph: (530) 89 F: (530) 898-8157 E: cumin ichaelC�sbcglobal.net License � 748612 C-36 Plumbing -- -- -- -- I 14, A, I � I SEE P1.1 Enlaraed Locker Room Plan 0 CONC. SLAB TO SLOPE TO DRAIN. C4 IS LOWER THAN F.F. ti oo L oimr IED STONEIGLASS; TBD o1 N ED SURFACE TO REMAIN � TO CONCRETE o UT SEE A4R.4 FOR DETAILS ON SINK LOCATION AND ACCESSORIES w ..N l" :...-:.: :::::::::::::::::.. €1111111.:::s w w Id w ... M N....:::::::::'.::::1111.1..... w v 0 0 Enlaraed Locker Room Plan 0 CONC. SLAB TO SLOPE TO DRAIN. IS LOWER THAN F.F. ti oo IED STONEIGLASS; TBD o1 ED SURFACE TO REMAIN ��Q� Co TO CONCRETE SEE A4R.4 FOR DETAILS ON SINK LOCATION AND ACCESSORIES :...-:.: :::::::::::::::::.. €1111111.:::s ... M N....:::::::::'.::::1111.1..... Enlaraed Locker Room Plan 0 F5_1 Enlarged Kitchen Plan Scale: 1/4" =1'-0" NOTE CONIC. SLAB TO SLOPE TO DRAM. DRAlN IS Lvwr-r ACCM Enlaced Restroom Plan Plan .g Scale: 1/4" =1'-0" 42' 42' POTENTIAL FUTURE DOOR. RUN ELECTRICAL/ PLUMBING ABOVE T0' LEGEND (C"00 1-11CCOLD WATER — — (F" WME M FIOT WATER TP TWPROWM ® (SOV) SHUT OFF VALVE COMMERCIAL AND EMPLOYEE KITCHEN EQUIPMENT LIST ITEM DESCRIPTION/ REMARKS MANUFACTURER MODEL Ph VOLT AMP CONN Btu/hr 1 9 ft CaptiveAire Hood w/ Automated Ansul Fire Supp. CaptiveAire 603SND-2 3 208 4,7 np .:.. TIM Kohler Commercial Stronghold Told Seat (ADA) 2 Make Up Air front Mount w/ Dampers Mach. Contractor A 8 per 101-200 women 3 208 3.3 E Toilets for Men 3 60" Dbl Oven Range Burner/Griddle Combo/Conv. Oven Montague VG60-6-2FT 1 115 5 3/4" 20,000/40,000 4 18' Charbroiler Undercook w/ optional stand Montague UFLC-24R 3 r00 �'7I4 B- 3 per 80-120 women 3/4" 76,000 5 Regaline Scullery Sinks -3 sinks+2 DrBd Advance Taboo 94-3-54-18RL i Drinking Fountains A- 2 per 151-400 people 2 FD -100A 6 Underhood Lighting (both hoods) Captiv"re Bi -Level Elkey EZH20 fountain + F■ng Sidon 1 115 15 Waterless Co.'s Baja Wderlees Urtrrel 7 5' Low Temp Hood CaptiveAire 1 115 4 N 8 ADA Compliant Wall Mounted Hand Sink Advance -Taboo 7 -PS -25 Bobrick Soap Dispenser B-2111 S.STL P kAfi 9 72" Stainless STL Undercounter Refrig. ADA Compliant TRUE TUC -72 -ADA 1 115 10.5 K-2196 White TV 10 72" Cooler Worktop TRUE TUC -72 1 115 5.1 WHA RINNAI TANKLESS 9.5 LSI 11 72" Chefs Table with Shelving and Drawers - 120 V U WH -3 2 -GAL WATER HEATER ELECTRIC 12 52" Dbl Door Stand -Alone Reach -In Coder TRUE TR2R-2s 1 115 10 13 54" Dbl Door Stand -Alone Reach -in Freezer TRUE -T -49-F 1 115 13.2 14 Elec. Oven in Employee Kdchen GE C2S980SEMSS 1 240 40 15 47" Portable Steam Tables Supreme Metal TBD 1 115 20 16 (5) Countertop Micro. Ovens -Break Room GE JES1140SP 1 120 1580W 17 450 LB Ice Machine and 4501-b Din Manitowoc SD-M2A 1 115 60 18 Low Temp Chemical Single Bin Infine Dish Machine Autochlo System A-4 1 115 20 19 Undercounter Stainless STL Sink - ADA Elkay ELUHAD211545 22 Dbl Coffee maker Bunn 27900.0001 1 208 28.9 23 Bosch Electric Cooktop GE NET5054UC 240/208 32 24 Gallery 24" Built -In Micro-Bd Rm, Lg Conf. Rm, Coffee Rm Frigidaire FGM0205KF 25 Double Drawer Dishwasher -Employee Kitchen Fisher-Paykel DD24DDFX6V2 26 Mini -Fridge -Architect Series II Kitchen Aid KURS24RSSS 115 20 27 (2) Undercounter Built-in Convec. Micro Cvens Frigidaire KBHS109SSS 240 20 28 Undercounter Ice Machine -Employee Kitchen Manitowoc SM50 115 4.1 29 Broan Range Hood -30" W BROAN 613004 120 3.1 30 (3) 36' GE Profile Cabinet Range Hoods GE JV666HSS 120 2.5 31 Food Service Grade Refrigerator- Employee Kitchen Frigidaire FCSS201 RF 32 Food Service Grade Freezer- Employee Kitchen Frigidaire FCFS201 LF 33 10 Cup Built -In Coffee Maker Brew Express BE -110 -BS k E 1/20 CW 3/4 HW 14 CW Enlar 2 ed Kitchenette Plan @Board Room Scale: BATHROOM EQUIPMENT LIST BATHROOM EQUIPTMENT SCHEDULE COUNT 14 TOILETS; 5 ACCESSIBLE (8 Women's, 5 Men's, 1 Unisex) MODEL 5 URINALS A OCIO 12 BATHROOM LAVATORIES K-4368 While MINIMUM PLUMBING FACILITIES �r A- Assembly Occ.=294 total; 8111 Chrome PI. B- Business Occ.=144 total; np .:.. TIM Kohler Commercial Stronghold Told Seat (ADA) NAME OF FIXTURE REQUIREMENTS TOTAL REQUIRED Toilets for Women A 8 per 101-200 women 8 A-04US B- 6 per 95-135 women E Toilets for Men A- 2 per 101-200 men 5 White B- 5 per 95-135 men Urinals A 2 per 101-200 men 3 G B- 3 per 100-150 men Chloop Faucets ­Servlos SING Faucet Lavatories for Women A-1 per 1-200 women 3 r00 �'7I4 B- 3 per 80-120 women ETF -W Lavatories for Men A 1 per 1-200 men 3 Watts 12' Square Floor Drain B- 3 per 80-120 men i Drinking Fountains A- 2 per 151-400 people 2 SEE A4R.4 FOR DETAILS ON TOILET f LOCATION AND ACCESSORIES - A B C ITEM COUNT Do iption/Rernaft MODEL COLOR A OCIO Kohler Highdi f Toilet Bowl (ADA) K-4368 While B �r Sloan Eoos Electronic Dual Flush Valve; (1.6-1.1 GPF) 8111 Chrome PI. C np .:.. TIM Kohler Commercial Stronghold Told Seat (ADA) K-4731 White D Dyson Alrblade Hand Dryer A-04US Alum E Kohler Kb gebm Wall Mount Lavalory K-2005 White F 24-x24- FWastone Molded Map Receplor MSR-24224/MSR-3624 White G RISER Chloop Faucets ­Servlos SING Faucet W -CP Chrome Pl. H r00 �'7I4 Sloan Optlma SyslernfJectr+onk Hand Washing Faucet ETF -W Chro ne PI. I y Watts 12' Square Floor Drain FS -730 i J Wallis 8' Round Floor Drain FD -100A ,. K Bi -Level Elkey EZH20 fountain + F■ng Sidon LZSTLBWSLK S. STI_ L Waterless Co.'s Baja Wderlees Urtrrel Model # 2104 White M Bobrlck Folding Shower Seen B-6181 While N Kohler Handsho Iver w/ ADA Compliant Acowwries K-18495 CHrorne PI. 0 Bobrick Soap Dispenser B-2111 S.STL P L -J Bobrick Paper Towel Dispenser and Waste Reoeptade B-3942 S. STL a ri Kohler Pennington Counlerlop Lavatory (ADA) K-2196 White R Kohler Primary Bowl K4321 While S WHA RINNAI TANKLESS 9.5 LSI Tr T WH -2 ON DEMAND WATER HEATER 120 V U WH -3 2 -GAL WATER HEATER ELECTRIC 12UV V 0 4" CW I 4 HVV 1C. I _ O V ..�.Cb X "iflN hNl�Miyl . OCIO LU - CD �r k U np .:.. TIM 2. .. lil w f _ 44th A P 2" SOV ON I"I M W RISER rn r00 �'7I4 re�`0fi' H y w i r: ,. W:: 0 O AT 1- NOTE: CONC. SLAB TO SLOPE TO DRAIN. ' DRAIN IS LOWER THAN F.F. CRUSHED STONE/GLASS; TBD FINISHED SURFACE TO REMAIN FLUSH TO CONCRETE i SEE A4t4 FOR DETAILS ON SINK LOCATION AND ACCESSORIES M o �. ... - -- - 1 H-2 INSTA HOT Single Occupancy Bathroom @ Admin Core Scale: 1/4" = 1'-0" 1 /2" -CW -- 11 1/20 Hw .: __ _I L— r —' '� I I \� u 1/20 HW NOTE: CONC. SLAB TO SLOPE TO DRAIN. DRAIN IS LOWER THAN F.F. 1-1/2" CW TO SINGLE 4 Enlar ed Locker Room Plan OCCUPANCY RESTROO Scale: 1/4" = V-0" PERMIT # PL{T7C,0UNTYDEVELOPAA"' ' ._RVIGES F-�r" IEWD FOR CODE.' COMPLIANCE DATE BY 5 _ w � X "iflN hNl�Miyl . OCIO t - �r «: _ I X "iflN hNl�Miyl . 4 .... - �r k 4: np .:.. TIM 2. .. lil «: _ �Cm4 - �r 1 «: _ - �r f _ 44th A P 2" SOV ON P M RISER r00 �'7I4 re�`0fi' H y i r: ,. W:: AT rr .�pl iii,114iiiliii :.. i.. L -J ri Tr «: _ - �r r ----------- I I I O 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I G I I I I I i I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O 1 I I I I L- - - - - - - - - - - y THE 2007 CEC FOR TIE`SPECIFIC METHOD �-+ OF WIRING I DATE By ----4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--------------------------------------------� I I I D O p I I I I I I I O I B I B i I i I I 5 i O I I TYP OF 4 1 I x I ® I I I I — I 28' ROW I I I I I I I I 1 1 I I I O 1 I I I I I I I I i I i 1 i I O I 1 I OF 2 ROWS 52' I ® i x 1 -------------------------- I 1 G I I I I I O® I x I I I I I I I O I I I I I I I I I I I i . 1 I I i I D 1 I I I i I i I I I O I I ® I i I I I 000 O °1 DIMMER i I ANEL K I 0 �® I o CZ) O OO I rs -- TYP OF 4 I I F O I O I TYP Or- ------------ ® F® I I I I Q I I REVISIONS BY Z *4M m?�N Ln 3e �ta— LUU a (1, O LL LL O � U fY LL LL U V o lu F— � LU 2 V O r U) Date 11/16/10 Scale 3/32"= P Drawn RI-/JNT Job Sheet �I Of Sheets ELEGTRIGAL SYMBOLS W� DUPLEX RECEPTACLE, I5A 125\/ 3W, @ +18" UNO DOUBLE DUPLEX RECEPTACLE, 15A 125\/ 3W, @ +18" UNO SINGLE RECEPTACLE, 125\/ 3W, @ +15" UNO SPECIAL OUTLET WITH TWIST LOCK RECEPTACLE. SEE PLANS FOR SPECIFICATION Q DUPLEX RECEPTACLE FLUSH W/FINISHED FLOOR Q TELEPHONE OUTLET, RING 4 STRING TO ACCE551BLE CEILING V COMBINATION DATA/TELEPHONE OUTLET, RING $ STRING TO ACCESSIBLE CEILING, OR PRE -WIRE DEVICES. O TELEPHONE OUTLET FLUSH W/FINISHED FLOOR 55 SINGLE POLE TOGGLE 5WITCH, @ +46" UNO 52 TWO POLE TOGGLE SWITCH, @ +46" UNO 55 THREE-WAY TOGGLE SWITCH, g +46" UNO 5D DIMMER SWITCH, (9 +46" UNO Qrj OCCUPANCY SENSOR O JUNCTION SOX, SIZE $ TYPE AS INDICATED OR REQUIRED NON-FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH, SIZE PER UNIT LABEL ® PANELBOARD, MOUNTED AS NOTED ON PANEL SCHEDULE ❑T DISTRIBUTION TRANSFORMER, MOUNTING AS NOTED o TERMINAL CABINET, SIZE AND TYPE AS NOTED TELEPHONE TERMINAL BOARD: 4'X 8' X 3/4" PLYWOOD OR AS NOTED W/DOUBLE DUPLEX RECEPTACLE $ 1-#6 GRND ® F I XTURE TYPE FLUORESCENT LIGHT FIXTURE - RECESSED 0 FLUORESCENT LIGHT FIXTURE - SURFACE OR PENDANT MOUNTED FLUORESCENT STRIP LIGHT -SURFACE MOUNTED O INCANDESCENT / HID LIGHT FIXTURE - RECESSED —(�— INCANDESCENT / HID LIGHT FIXTURE - SURFACE MOUNTED MOUNTED INCANDESCENT / HID LIGHT FIXTURE - WALL MOUNTED ® EXIT LIGHT '1:2 EMERGENCY LIGHTING FIXTURE - SURFACE MOUNTED ® CONTROL EQUIPMENT, NIE5, CONNECT A5 REOUIRED GU MECHANICAL EQUIPMENT DESIGNATION / MOTOR CONDUIT RUN CONGEALED BELOW FLOOR OR FIN15HED GRADE �- CONDUIT CONGEALED IN WALL OR CEILIN6 HOMERUN TO RE5PECTIVE PANEL OR TERMINAL CABINET - UNDER61ROUND �— 140MERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - OVERHEAD eDETAIL DE516NATION: TOP NUMBER INDICATE5 DETAIL, BOTTOM LETTER/NUMBER INDICATES SHEET 16 150LATED GROUND 6FI GROUND FAULT INTERRUPTER NL NIGHT LIGHT - UN5WITCHED FIXTURE y4p WEATHERPROOF MT EMPTY CONDUIT WITH PULL5TRIN6 (E) EXI5TIN6 NIE5 NOT IN ELECTRICAL 5ECTION OF THESE PLAN5 # 5PE05 UNO UNLE55 NOTED OTHEM15E SAIR CURTAIN OF UNDER FLOOR i I ° AI I I 012 I I I 1 • AV I I EM i? I A 20 I AG J I AA &FI +48 I I I I ° I I I I ¢ I I I 7,A I?� A. jA — — � P I I 1 I I 21-23 I I Ali I I ffA 1? I ° A 15 I I A 15 I I AI A 15 I I I I A 15 I r----------------------------------------------------------------------------------------------------------------------J I I AG J I I- p ° ° ° ° ° ° a ° s2 I A 25 I AI -56 I � AG 012 012 012 012 ° A 25 At 36 J At II vQ� AI II vQf � 25 II II A 2? �v p 2 �v A.27 , At 36 III II II Al 25 II AI 25 At 15 At 15 A 33 A 33 A 2? A 3 At 21 At 2? G 012 D P P Al 6PAN13 At 012 012 All I 'A 33 I A 25 AI 2 I &FI At 21 At 21 At 25 AI 25 At 25 AI 13 AI 13 AI 13 A 83 A 33 A 23 I ----- I v � v I At I At I At I A 25 A25 A 25 I At 21 _L_ At 11 — / / I At I I At I \ // I" TTS \ / I" T 5 EM CI -11-15 At 15 At 25 \AI N 1" TTB I' TTB 012 At 3 ^ I /,/ 1' TT$ J \I // I' TTB ,/� / I" TTB I At 3 II I I I IIAI3 I I At 5 I 1 012 012 B 2T #12 � AIB --- I A 20 B 2? B 2? 012 AI 24 All At All AI 4 AI ? AI 4 A 20 012 At 5 6FI 0 B 2? I At 24 Al 3 AI AI 3 012 At 5 At 24 At 29 `1 A 31 ABI 012 A 18 A 2� I B 2= D Al 24 At 5 �® AI 5 AI 5 At ? AIT AI 4 At 9 A 18 12 B EM 25�i - -� 3/4 M.T. 1 012 � i I Bu Bu i 6FI +48 &FI +48 I B 25 I B 4 If p ° 012 I ffB5 BS ------------------- �----------------------------------------------------------------------------------- 1 012 I J J 531 I B 5 I 05 I I 525 I 55 I 012 I I 515 I = I I I > I I I I I I I B3 1 +48 1 B 13 I I �iarels m w.ve I B? I � I I I B3 ° Gh B 13 , I I 1°, I B? I I 01 PANEL B II BI BI I — J I BIS AG I ----------- -----------------------------------------------I COMPLY WITH CALIFORNIA ELECTRICAL CODE- FOR WIRING METHODS- SECURE CONDUCTORS AND CONDUIT PER ALL APPLICABLE REQUIREMENTS AS REQUIRED BY THE 2❑❑7 CEO FOR THE SPECIFIC METHOD OF WIRING I i I Title 24 Re uirements energy Requirements ° Refer to attached energy certificate of compliance for specific energy requirements for this building COMPLY WITH CALIFORNIA ELECTRICAL CODE -ART. Z 1 D.8 GROUND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, KITCHEN, LAUNDRY, UTILITY & WET BAR SINKS, AND EXTERIOR RECEPTACLES I I I I PERMIT # BUTTE COUNTY DEVELOPMENT SEI fVICLS REVIEWED FOR 1 CGDE C® PLIANC;E DATE BY I I 1 i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 i I I I I I I I I I �-----------------------------------7 I I I ° ° O I I 012 I I I I ° I A AS A5 A5 A3 1 I I I A5 I � ` I JjA 5 21 \ �lll \ Al \ I A5 \ J AG \\ j I I I 1 I ° I _ I I I I I I I I I I / I \ I / \\ G j A 7-41 1� I T ; 1• TTB \ 1 Al \\ 1 \ I \ I I I A III I i J C I I I I I ° I I B 14 I 012 J I I I B 33 I I B I? 1 I I I 012 ° I I I I I I I I I I I I --------------------------- I I I I I ° I I I I I I I B I? I � I I I B 85 I J I I i I B I? I I oo® I I IIMM�R I I I ANEL K 1 I I ' o ®® ®® i I 00 r — M --M, —t�— O® ........... MAL_ I o ®® I ® I I R II N I Imo__ i F I I I I I I I LK2 0 I I I KI I I TWO VDOIN& MACHINES I I I I --------------------------- j I I I I I I I I I I _ 1 I I p I I REVISIONS BY Z � to 9 � 'I I �+-1 � tin)� d ' v P CIL H— � LU r^ k ' Q 'Y O V LL A y OJ1�II1— IWy ;-~ O IL 1I 11-J--- l 1U V O F LUlu C Q� } V � O m Date 11/16/10 Scale 5/32"= I' Drawn RF/JNT Job Sheet E2 W W J Of Sheets I I I , ° I I 1 ° I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I , I � I I ° I I I PANEL A I I O I I I o o p I I I I I FG I I r — — •• K� I I I I , I I I I I I I I I I I I I I I I I I I I FG 35"37 I --------------------------------------------------------------------------------------------------------------------------------------- I � I I I • I I I I I I I I I I -------------------------------------------- 13 --------------------- ° I I I I FG I PANEL AI A 34-41 A 31-33 FG A 37 PG A 35-3? I I FG I ? FG A 31 3 FG A 31-33 FG 12 I I b I I I FG ILI A 3t= I I 4 FG p` 3'4-36 I -- I FG A4 36 A 336 19 A 34-36 I I I I I I ° I I I I I I I I I I I I I I I I I I I I I ° I I I I I I I I I I I I I I � I I I I ° 37 i I FG -- I O I I I I I I I 1 A 55-31 I FG FG A 35-3'7 FG A 34-41 I I II 12 FG A 34-41 FG A 34-41 � I I I I I I I 15 A 33-31 I I 1 13 I I I I I I I I I j I I ° I I I � I I ° ° ° ° ° ° ° FG 4-41 I 1 I I I I I I I I I L---- -------------------- I I I ---------------------------j•--------------------------- I I I ° I I I I L ----------------- I T T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I-------- � O 1i O I AH 1-------- 0:2 __-�O ® IMMER 02 I --- I ANEL K E9 F9--- f ® i o I I i L-----� (DO I ®0 �p I II __ AH n I' OI I _7 71 j E77,21 I I----- --- --- ` I PANEL 5 I I I I I I I I I I I I I I I I I 1 COMPLY WITH CALIFORNIA Title 24 Requirements ----------------------------- ELECTRICAL CODE- FOR WIRING METHODS- SECURE CONDUCTORS AND enerqv Requirements Refer I I CONDUIT PER ALL APPLICABLE to attached energycertificate of REQUIREMENTS A5 REQUIRED BY THE 2007 CEO FOR THE SPECIFIC METHOD compliance for specific energy I OF WIRING requirements for this building , I I PERMIT # _ BUTTE COUNTY DEVELOPMENT SERVIC;_S I 1 REVIEWED FOR CODE COMPLIANCE CE ° LU �4-III f�I--� 1I IA Jl-I---II () LU Q Z O U LLJ LL O LL V LL LL LJ V LU F- O S V O m In Date 11/16/10 Scale 3/3211=1' Drawn RF/JNT Job Sheet E5 Of Sheets L I (5HT FIXTURE 5GHEDULE TYPE MANUFACTURER M55 120/205 5 � 4W 1200A DESCRIPTION LAMPS MOUNTING NEMA 5R EST A I G 56,000 FEERLE55 E6CM2 25 TS R8120 6EE3 1013E MULTIPLE LENGTH DECO PENDANTS M q0/5 400/3 125/3 400/3 KA SP KA ITEM 1 1/4 MISG RECEPT 2" STUB 2" STUB 1 4 #4 PEERLESS E65AM2 28 T5 R8 120 6EB DOT MULTIPLE LENGTH DECO PENDANTS 2 #66R 40 3 1080 ID541F F2/120 0100 AG6 1260 4 540 I I 5 GLMci 228 T5 GOA R12 120 6EB/05GT 6 1100A ATS 11/2 G PEERLESS I I 4-1 28 WATT T5 11050 I 2-2" G I #6 ESCW 228 T5 RG 120 6E5 10 SGT WALL BRACKET VANITY L-- --------- 4-3/0 10 720 10 I #26R 13 4-3/0 1050 I I/4 11,76 1 #26R 13 WATT FLOUR WALL SCONCE 4 #4 13 E LITHONIA IV DECORATE COVER BY OTHERS 14 13 WATT FLOUR 720 UFFER GROUND 720 16 DECO HANSIN6 PENDANT 1114 Q z O F Bl' OWNER PER NEG 250 4 #4 11-16 18 20 1 AIR CURTAIN 18 I #6 20 1 42 -TRT 120 EG DWH WALL PACK EXTERIOR WHITE 4-5 AIR CURTAIN S LITHONIA TO UTILITY PNL 121 42 WATT FLOUR 57% 22 q0 3 TRANSFORMER A SPORTLITE DX4 T42 41K 21 PRL 210 LPP 4 LAMP 42 WATT 2 LEVEL I 2" G 57x6 24 540 4--I/1/O 4-1/0 42 WATT TRT 30 I #6 TECH LIGHTING KABLE LIGHT W/KTTDLO HEADS GABLE LIGHT W/ COMPACT PNL 25 KW PNL EM 120/208 PNL PNL Al 3 (� 4w B K 34 ONE LINEMAIN� �G TECH LIGHTING SUMMIT LTG P. 155 4' STEM MTD PENDANT MRI6 NO SCALE K LITHONIA LP3X 4 RECESSED P. 351 4" RECESSED DOWNLISHT W/ MRI6 L I (5HT FIXTURE 5GHEDULE TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION LAMPS MOUNTING A FEERLE55 E6CM2 25 TS R8120 6EE3 1013E MULTIPLE LENGTH DECO PENDANTS 28 WATT TS AMP OLE RAT% GIR LEFT PHA5E LOADIN6 RIGHT PHASE LOADING GIR AMP NO. q B G A B G NO. RAT% OLE ITEM EL DOT LD841D F2/120 GBG AC6 MISG RECEPT 20 1 1 B PEERLESS E65AM2 28 T5 R8 120 6EB DOT MULTIPLE LENGTH DECO PENDANTS 28 WATT TS 40 3 1080 ID541F F2/120 0100 AG6 1260 4 540 6 5 GLMci 228 T5 GOA R12 120 6EB/05GT 6 108 6 G PEERLESS LP541 D F2/120/A6B MULTIPLE LEN67H DECO PENDANTS 28 WATT T5 11050 D PEERLESS ESCW 228 T5 RG 120 6E5 10 SGT WALL BRACKET VANITY 28 WATT TS 10 720 10 LP5410100 13 I I 1050 12 11,76 11&51 BACK PAN W/ SOCKET ONLY 13 WATT FLOUR WALL SCONCE 11,x' 13 E LITHONIA IV DECORATE COVER BY OTHERS 14 13 WATT FLOUR 720 15 720 16 DECO HANSIN6 PENDANT 16 Q z O F Bl' OWNER 540 11-16 18 20 1 AIR CURTAIN 18 AIR CURTAIN 20 1 42 -TRT 120 EG DWH WALL PACK EXTERIOR WHITE 11,76 20 20 1 AIR CURTAIN S LITHONIA LPWAO 121 42 WATT FLOUR 57% 22 q0 3 H SPORTLITE DX4 T42 41K 21 PRL 210 LPP 4 LAMP 42 WATT 2 LEVEL 231 54 57x6 24 540 120 25L GMOW STEP DIMSPORT LIGHT 42 WATT TRT 30 I TECH LIGHTING KABLE LIGHT W/KTTDLO HEADS GABLE LIGHT W/ COMPACT MRI6 32 Scale 27 FLOUR HEADS FLOOR 34 J TECH LIGHTING SUMMIT LTG P. 155 4' STEM MTD PENDANT MRI6 FLOOR K LITHONIA LP3X 4 RECESSED P. 351 4" RECESSED DOWNLISHT W/ MRI6 528 32 CLEAR SPECULAR CLEAR SPEGULARS 31 15401 L TECH LIGHTING MONORAIL SATIA NICKEL HAN6IN6 MONORAIL W/ DECO HEADS MRI6 MISG REGEPT 35 33 SPROCKET HEADS P. 204 528 54.20 2 1 FO 18-19-20-21 FG 22-23 1 4 M 52a MONORAIL SATIA NICKEL 38 20 1 AIR CURTAIN FG 3,45 TECH LIGHTING CIRCULAR W/ JOHN HEAD P. Ici5 HANSIN6 MONORAIL W/ DECO HEADS MRI6 FG 14-15 N LITHONIA LDBFN 26-42 802A 120 5" RECESSED DOWN LIGHT 42 TRT 0 L17HONIA LP6FN 26-42 502A 120 6" RECESSED DOWN LIGHT 42 TRT 41 P HYDRELL 160 4418 INSROUND UPLI6HT FOUNTAIN LIGHT 42 TRT Q TECH LIGHTING MONORAIL W/ SPROCKET HEADS GIRGULAR PENDANT MRI6 162.7A P. 204 R TECH LIGHTING MONORAIL TRACK FROST TRACK LIGHTING MRI6 WHITE PENDANTS RI TECH LIGHTING SPROCKET HEADS FROST TRACK LIGHTING MRI6 WHITE PENDANTS 5 TECH LIGHTING MONORAIL W/ RLM MEDAL MIDNIGHT TRACK LIGHTING MRI6 T TECH LI6HTIN6 MONOPOINT STANDOFFS WALL PENDANT MRI6 U TECH LIGHTING SUMMIT P. 183 WAFFLE P. 186 PENDANT LIGHTS MRI6 TECH LIGHTING t�eCRAIL W/ SPROCKET HEADS TRACK HUNS PENDANTS MRI6 1^l BY OWNER LHOM PENDANT HUNG FLOURESOENT X LITHONIA LRP XI LITHONIA Y LITHONIA 0232 120 6EB 4' STRIP FIXTURE 32 WATT FLOUR Z LITHONIA 0216 120 6EB 8' STRIP FIXTURE 32 WATT FLOUR PANEL A MOUNTING: ❑ D PLUSH 5UREAGE PANELBOARD 5GHEDULE TYPE NQOD PANELBOARD 5GHEDULE 120/208 VOLTS 3 TYPE NOOD 400 AMP MAINX❑ 4 W LU65 ❑ BRKR 4 W LU65 ❑ BRKR ;. LIGHTING BRANGH BREAKER5 BRANCH BREAKERS 5 6 ITEM AMP OLE RAT% GIR LEFT PHA5E LOADIN6 RIGHT PHASE LOADING GIR AMP NO. q B G A B G NO. RAT% OLE ITEM GIR LEFT PHHT A5E LOADIN6 RIGPHASE LOADING 0 GIR AMP NO. A 1 B G A B G NO. RAT% MISG RECEPT 20 1 1 1260 2 SPACE 2 SPACE 40 3 1080 4 1260 4 540 6 5 qo 6 108 6 18 1 1080 8 11050 S Lu q 126 10 720 10 13 I I 1050 12 11,76 12 15 11,x' 13 1260 14 1080 14 SPARE 720 15 720 16 1080 16 Q z O 20 11 540 11-16 18 20 1 AIR CURTAIN 18 AIR CURTAIN 20 1 Iq 11-16 11,76 20 20 1 AIR CURTAIN 201 1 AIR CURTAIN 20 1 121 11,76 57% 22 q0 3 AH #4 221 1 MISG REGEPT 1 231 54 57x6 24 540 241 1 x 5&0 30 25 2511260 26 57x6 26 32 Scale 27 ci0o FLOOR 34 27 720 1320 28 :201 3 AH 5 6 1 540 FLOOR 2q 1 720 1320 30 31 528 32 FLOOR 1 31 15401 1520 32 34 41 FC 10,11,12,13 MISG REGEPT 35 33 c10 528 54.20 2 1 FO 18-19-20-21 FG 22-23 1 4 2 20 2 35 52a 528 36 38 20 1 AIR CURTAIN FG 3,45 31 528 645e 35125 51 PANEL Al FG 14-15 FG I6-17 3q 26 5688 40 6012 5261 C� 3LOAD 6456408 5604 41 26 3882 42 6120 457 L852214452 1*7214 14748 1333212102 LOAD = 58578/360 = X 125% = 203.4A TOTAL 162.7A PANEL Al MOUNTING: X❑ ❑ PLUSH 5URFAGE PANELBOARD 5GHEDULE TYPE NQOD PANELBOARD 5GHEDULE TYPE NQOD 120/208 VOLTS 3 125 AMP MAINX❑ 4 W LU65 ❑ BRKR ;. LIGHTING BRANGH BREAKERS BRANCH BREAKERS 5 6 ITEM AMP RAT* GIR. NO. ITEM AMP RST* GIR LEFT PHHT A5E LOADIN6 RIGPHASE LOADING 0 GIR AMP NO. A 1 B G A B G NO. RAT% ITEM 360 MISG RECPT 201 1 10801 2 SPACE 40 4 21 28 3 1260 4 540 6 35 P 31 38 5 108 6 18 q 7 11050 S Lu REGEPT q 720 10 13 FLOOR 1 I I 11,76 12 15 11,x' MISG REGPT 16 13 1080 14 lu 720 IS 15 1080 16 Q z O 20 V 11 cf 00 18 22 W 23 Iq 1080 201 1 o < UNDER WATER 25 &clO �`-U 21 1080 221 1 27 �- LULu 720 28 23 540 241 1 x 5&0 30 25 1080 26 Date 32 Scale 27 ci0o 28 34 Sheet FLOOR 35 2q 1 540 30 SPARE FG 6,7,&,Q .201 31 528 32 3q 1 2 33 525 34 41 FC 10,11,12,13 20 35 28 36 20 1 REGEPT 4512 3876 LOAD = 12474/360 = 34.65A 572 35-761 X 125% = 43.3A TOTAL 2 37 528 38 20 1 AIR CURTAIN FG 3,45 20 301 336 4020 1 FG 14-15 2 41 504 336426451504 6012 5261 C� 3LOAD 6456408 5604 = 15468/360 = 51.3A X 125% = 64.IA TOTAL PANEL B MOUNTING: ❑ PLUSH 5URPAGE PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKER(S), DISCONNECT(S), FUS E(S), SWITCH IES) AND THEIR ACCESSORIES AS REqUAND DEFINED C CALIFORNIA CALIFORNIA ELECTRICAL CODE LABEL, CIRCUIT BREAKERS), DISCONNECT(S), FUSE(S),SWITCH (ES) AND THEIR ACCESSORIES, TO IDENTIFY THEIR _ LOCATION AND OR EQUIPMENT - COMPLY WITH CALIFORNIA ELECTRICAL CODE- FOR WIRING METHODS' SECURE CONDUCTORS AND CONDUIT PER ALL APPLICABLE REQUIREMENTS AS REQUIRED BY THE 2007 CEO FOR THE SPECMETHOD OF WIRING PANELBOARD 5GHEDULE TYPE NQOD 120/208 VOLTS 3 125 AMP MAINX❑ 4 W LU65 ❑ BRKR AMP OR LEFT PHA5E LOA11IN6 RIGHT PHA5E LOADIN6 GIR AMP ITEM PAW 0 NO. A B G A B c NO. RATIC 01 E ITEM ;. LIGHTING BRANGH BREAKERS MI Emma o0n000 5 6 ITEM AMP RAT* GIR. NO. LEFT PHA5E LOADING RIGHT PHASE LOADIN6 GIR. AMP POLE ITEM q B G A B G NO. RAT* II 360 12 REGEPT 201 1 360 2 z Qr 1L Q Iq 11-16 20 3 2i 22 40 4 21 28 2q 30 5 540 6 35 P 31 38 7 360 18 q 360 1 10 Lu II -7:201 12 13 ci0o 1 14 AIR CURTAIN 15 11,x' 1176 16 REGEPT I 1 1 17 lu 720 IS Lu Iq 540 Q z O 20 V 21 O 600 22 W 23 360 24 o < UNDER WATER 25 &clO �`-U 26 V REGEPT 27 �- LULu 720 28 OF BOX 2q x 5&0 30 AIR CURTAIN 31 11-76 Date 32 Scale 33 RF/JNT 1176 34 Sheet E4 35 Sheets 11-761 36 SPARE 37 3S 3q 40 41 42 4026 4026 4512 3876 LOAD = 12474/360 = 34.65A 572 35-761 X 125% = 43.3A TOTAL PANEL •UNTIN& El FLUSH ©SURFAGE PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKER(S), DISCONNECT(S), FUS E(S), SWITCH IES) AND THEIR ACCESSORIES AS REqUAND DEFINED C CALIFORNIA CALIFORNIA ELECTRICAL CODE LABEL, CIRCUIT BREAKERS), DISCONNECT(S), FUSE(S),SWITCH (ES) AND THEIR ACCESSORIES, TO IDENTIFY THEIR _ LOCATION AND OR EQUIPMENT - COMPLY WITH CALIFORNIA ELECTRICAL CODE- FOR WIRING METHODS' SECURE CONDUCTORS AND CONDUIT PER ALL APPLICABLE REQUIREMENTS AS REQUIRED BY THE 2007 CEO FOR THE SPECMETHOD OF WIRING PANELBOARD 5GHEDULE T(PE NOOn•. N1 150LATED 6R BAR, AMP MAIN LU65 BRANGH BREAKER5 AMP OR LEFT PHA5E LOA11IN6 RIGHT PHA5E LOADIN6 GIR AMP ITEM PAW 0 NO. A B G A B c NO. RATIC 01 E ITEM ;. LIGHTING M Zplm��_A MI Emma o0n000 5 6 8 q 10 II 360 12 REGEPT 13 ,720 14 15 720 16 11 1176 IS z Qr 1L Q Iq 11-16 20 �7_ 2i 22 23IFIC 24 25 26 SPACE 21 28 2q 30 31 32 134 33 35 P 31 38 3q 40 41 42 LOAD = n Lu 11,x' lu Lu fn Lu Q z O V L J O s L V W Lu� o < �`-U l�l V l �- LULu 1252012520128501 LOAD '7611204360 22A COMPLY WITH CAL/FDRN/A ELECTR/CAL CODE- ART/CLE 250 REQUIREMENTS FOR GROUNDING AND BONDING COMPLY WITH CAL/FDRN/A ELECTRICAL CODE- ART/CLE 1 10 REQUIREMENTS FOR ELECTRICAL EQUIPMENT INSTALLATIONS PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKER(S), DISCONNECT(S), FUS E(S), SWITCH IES) AND THEIR ACCESSORIES AS REqUAND DEFINED C CALIFORNIA CALIFORNIA ELECTRICAL CODE LABEL, CIRCUIT BREAKERS), DISCONNECT(S), FUSE(S),SWITCH (ES) AND THEIR ACCESSORIES, TO IDENTIFY THEIR _ LOCATION AND OR EQUIPMENT - COMPLY WITH CALIFORNIA ELECTRICAL CODE- FOR WIRING METHODS' SECURE CONDUCTORS AND CONDUIT PER ALL APPLICABLE REQUIREMENTS AS REQUIRED BY THE 2007 CEO FOR THE SPECMETHOD OF WIRING PANEL K MOUNTING: ❑X FLUSH ❑ 5URPHGE PANELBOARD 5GHEDULE 120/208 VOLTS 3 / 4 W TYPE NQOD 400 AMP MAIN El LU65 El BRKR BRANGH BREAKER5 AMP OR LEFT PHA5E LOA11IN6 RIGHT PHA5E LOADIN6 GIR AMP ITEM PAW 0 NO. A B G A B c NO. RATIC 01 E ITEM FUTURE EQ 1 2 2 I LIGHTING 3 4 5 6 8 q 10 II 360 12 REGEPT 13 ,720 14 15 720 16 11 1176 IS z Qr 1L Q Iq 11-16 20 �7_ 2i 22 23IFIC 24 25 26 SPACE 21 28 2q 30 31 32 134 33 35 P 31 38 3q 40 41 42 LOAD = PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED PCXR DATE CODE- COMPLIANCE dY REVISIONS BY — z Qr 1L Q L �7_ E s V f- m < LLJ n Lu 11,x' lu Lu fn Lu Q z O V L J O s L V W Lu� o < �`-U l�l V l �- LULu O .n x v O m u� Date II/I6/10 Scale Drawn RF/JNT Job Sheet E4 Of Sheets N (D 0 0 0 z� z3 1�1 252'-(c" 12'- 0' 142'-C" lo Ilk 20'-C" 20 _c 20'-0" 20 .-a l, lal_&ll r r rEf -1172 u F- I U. (L 12 T A J f ,I 4 ---i_ - ti z A s� L J A ❑F,J 2 �jj It - A A _j E AEE SWEET 81A FOR F00TIWGS THIS AREA all E 12] r -7 A IU L A T"rf= T-17; 3le" FT. — — — — — — — — — — — — L qA A A 12 Er K1? ----I-- -1 N1 I F1�2 12 W ul F-, .77 w LL T� A (A TYP ❑ (s) I I i I _:� F, A A A L!!j 12 Fl -21 r ;7, urM2% Lfl�j 2� 14 r 7 A— r r% ZZ 21 r7-1 7-1 r 4ff LF TIT j 1. L/-, _j L _j i I I' -❑ ­ I I q -T­ �\j r2] L I A E _j FS E�] (�� — A al jT1 El L nj _T E A L Vill 7 T_ A N 1A I I H CA! C,;, 31-01, t ell -Olt fI'IA 7. -1 -T-T-T A D14 -0 O j L F-4] 71rp CONVT. RE -r= Ato E ILI, Al -3 1 1 1 Ciij too, TTF= C: 4 L E A H 813 fl L;J J V 174 rl TT H i f IF41 _j A I - I; I 813 I i ! I' I I i j' I I. U ll A Ll E L J 041, P P A �- — -� ❑i �- — ,c -� aIYF [141 A I I ! , I I❑ ! ❑ I I I I I'I ;!; o'I , A Li�_L4 4 A _c E2E A ilIM A F A 1 3�r r A"/ it 777 .-7 r L 83 L 7' L L L L .7 LLIIJ ILL_ L.�j [14] 7 ] [7,2 E2 12 1-2 A 71 — — — --- — — — — — — — — — — — — — — --- — — - — — — — — — i'-6" A O -�'- .DI I i °� OI ol A r ld� A r r A J Feel L J \J ri 4] E 813 S SEE SWEET 812 EE SWEET 812 Oil FOUNLDATION PLAN 5OUTH: (o am Pmrr# BUM XXOM MMOPMENT SEMAMS SEE KEY ON SWEET 512 REWED FOR CODEVIE COMPLIANCE DME.... y____ wol m .0 w(b] IKE Burl't, COUNTY FEB 0 3 2011 DEVELOPMENT SERVICF.q O ME CVi i=ce N] MARK - BOLT I DIAMETER TYPE E C TOP EI Ic I� �� C. R� N ORG N.3 T- �l � I BCT I O I R�INrGR,�INs 3- 14 x 3'-0" E.W. 3- "4 x 3'-6' E.W. Bj I" 2 12" NA A/51.3 C/513 4- "4 x 4'-0" E.W. 5- *4 x 4'-C" E.W. D 11/4" 2 !6" N4 E_ 2 24" I r- 0 FOUNLDATION PLAN PROJECTION FER ASTM 430'( ASTM A307 GRADE C °J' OR 'L' SOAPM ED BOLT BUILDING GRA LLTI LI . C ANUFACTURER \` ALL BUILDING Ll-L: FF :c; ,•:. v ti a r •r 2 - HEAVY HEX HEAD NJTS WI'W STANDARD E 2 ANCHOR WASHER BETWEEN '11'F'E 1 ANGNOR q�lFlc- - in KEY 0 FOOTING PER SCyEDULE BELOW ANCHORAGE PER ANCUOR ROD 4 BOLT KEY BELOW 77 PERIMETER CURB TO BE PLACED AFTER FOOTINGS AND PRIOR TO FORMING FLOOR SLAB. SEE SECTION E/51.3 ___ __ ___ __ __ __ CRACK CONTROL JOINT. MAY BE EITWER COLD JOINT OR 5AWCUT PER "CONCRETE SLAB CON5TRJC7ION" NOTES BELOW. MARK r1 2 DIMENSIONS 1 3140" X 3'-6" 4'-O" X 4'-O° FLAN ! TAI ac TI , DETAIL „_C .ON j A/S!.3 C/51.3 I A/51.3 C1513 TOP EI Ic I� �� C. R� N ORG N.3 T- �l � I BCT I O I R�INrGR,�INs 3- 14 x 3'-0" E.W. 3- "4 x 3'-6' E.W. i�4- 04 x 3'-O' E.W. j 4- "4 x 3'-6" E.W. 3 4'-6" X 4'-6" A/51.3 C/513 4- "4 x 4'-0" E.W. 5- *4 x 4'-C" E.W. 4 I 5'-0" X 5'-O" A/51.3 C/51.3 4- 04 x 4'-6" E.W. 5- 04 x 4'-6" E.W. 5 5'-6" X 5'-6" _4/51.3 C/51.3 4 - 04 x 5'-6" E.W. 6- 05 x. 5'-O" E.W. 6 I r 6'-O" X " &.-OA/e!3 C/51.3 5 - "4 x 5'-6" E.W. 6- 05 x 5'-6" E.W. 7-0" X 7-C" 4/513 C/513 15- 04 x 6'-6" E.W. 7- 5 x 6'-6" E.W. x T -o" 4/51.3 C/513 ; 6- "4 x T -C" E.W. 8- "5 x 7-O" E.W. 8'-C" X 8'-C''' A/S!.3 C/51.3 6- "4 x -I'-6" E.W. 8- 05 x 7-6" E.W. 10 N.A. 11 2'-8" X B;S!3 D/51.3 3 - "4 x 5'-6" 6 - "4 x 26" 3 - 04 x 5'-6" 6 - 04 x 26" 12 i; 3'-6" X 3'-6" B/5!.3 D/5!.3 3 - 04 x 3'-O" E.W. 4- 04 x 3'-O" E.W. 13 !' 4'-O" X 4'-0" B/5!.3 D/513 3 - 04 x 3'-6" E.W. 4- 04 x 3'-6" E:W. X 4'-6" `1 B/51.3 I D/5!.3 4- "4 x 4'-O" E.W. 5- 114 x 4'-O" E.W. SOIL NOTES 1. FOUNDATION DE51GN IS 545ED ON RECGOMMENDATICNS IN "GEOTECHNICAL ENGINEERING INVESTIGATION REPORT FOR LUNDBERG FA"' ILY F4RM5 V15!TOR CENTER, OFFICES AND_W4REHOU5E EXPANSION, 5370 CHURCH STREET, R!C"VALLE, BUTTE COUNTY, GALiFORN!4", PROJECT NUMBER 710304-03, BY HOLDREGE AND KULL OF CHICO, CA. 2. BASED ON INFOR`1A710N PROVIDED BY THE CONTRACTOR, TUE BUILD!NG SITE WILL RECEIVE 4PF'R0X(MA-,El Y 3' OF ENGINEERED FILL ABOVE A SPECIALLY PREPARED BASE OF EXISTING SC'L. ALL FOOTINGS ARE DES!GNED TO BE BASED IN THE ENGINEERED FILL. 3. BASED ON TWER RECCOMENDATIONS IN TWE SOILS R= -=CRT, TWE FCLLCWING- DESIGN PARA`''ETERS WERE USED FOR FOOTINGS EMBEDDED 24" !NTO TWE ENGINEERED FILL: BE4R:NG CAPACITY: 3000 P5F FOR DEADLOAD « LIVE LOADS 39'20 PSP FOR LOADS INCLUDING WIND I SEISMIC LATERAL BEARING CAPACITY: 300 PGF (EQUIVALENT FLUID PRESSURE) 4. SHOULD FIELD CONDITIONS DIFFER FRC'`' TWO5E DESCRIBED ABOVE, THE ENGINEER 5W0JLD BE NOTIFIED AND ACTIONS TAKEN 45 DIRECTED. CONCRETE SLAB CONSTR=TION I. CONCRETE SLAB AS SWOw'N ON THE PLANS 15 TWE P'1!NiP"UM TWICKNE55 AND c T 1 r 1 ! F / t•1 R� N ORCING R_CJIR�D FOR STABILITY � OF STEEL BUILDING AND IS A,..,EGUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IF: G M H�AVY LOADING FRG ; SIT ORED MATERIALS, RACKS; FORKLIFTS OR STATIONARY EQ'UIFMENT 15 ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED AND SLAB THICKNESS AND REINPCRCING MAY BE ADJUSTED. 3. CRACK CONTROL JOINTING S!40WN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 12' INTERVALS IN ROTI-{ D'RECTICNS. -THE MAXIMUM SPACING SLIALL IN NO CASE EXCEED 20', 4. CRACK CONTROL JOINTS MAY BE MADE BY Ei T WE R EMBEDDING AN 4=aR0VED INSERT SUCH AS ZIP -STRAP OR KEY-KOLD IN THE CONCRETE OR BY SAW -CUTTING TWE CONCRETE 45 50ON AS PRACTICABLE AFTER PLACING. IF 54WCUTT!NS IS TG BE USED, AND NO SPECIAL JOINT DETAILS ARE SHOWN ON THE PLAN, CARE MUST BE EXERCISED SO AS NOT TO CUT WAIRPIN5, FRAME TIES OR OTHER 5TRJCTUR4L RE!NFORGNG. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGW TWE CRACK -CONTROL JCINT5. CONCF=-TE NOTES 1. CCNCRE TE S J4LL BE A COMMERCIALLY AVAILABLE TRANSIT- r -1!X PROPERLY PROPORTIONED AND DELIVERED TO TWE SITE IN READY -MIX TRUCKS. A�REG4 5!Z= S!-IALL BE A'"tAx:" JM O= 1-1/2" IN FOUNDATIONS AND 3!4" AT ALL CTWER LOCATICNS. SLUMP SW4LL NOT EXCEED 4". CUR!NG COMPOUND 5WALL BE SAR4 ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELING. 2. ALL CE'" ENT 5' -+ALL CONFORM TO ASTM STANDARD C-150, ALL 4GGREG4TE6 5W[ CCNFCR"1 TO 457H STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL NAVE A "!NIM'; 28 -DAY CCMPRESSIVE STRENGTH Cr- 3000 =51. AND S4-4LL NOT CCNT4!N LE55 THAN 5 SACK5 C= CEMENT PER CUBIC Y4R.D. 4. ALL REINFORCING BARS 5W4LL BE GRADE 4C (FY-40,CCO P51) EXCEPT WHERE NOTED CTWERW!SE. REIN=ORC!NG 5W4LL CCNFCRM TO 45T"'l STANDARD A-615 EXCEPT 'WWER= WELDING Or- REBAR IS RE CUIREU WHERE BEIM-ORC!NG CONFCFZ'll TO AST''" A706 SL -ALL BE USED. 5. REINFORCING MAY BE WELDED ONLY AS 5WOW'N ON THE5E PLANS. TACK WELDING TO HCLD FOR ALIGNMENT 5NALL NOT BE ALLOWED UNLESS AP'=RCVED BY TWE ENGINEER. PREHEAT ALL *7 AND LARGER BAR PER 4W5D!4-a2. PREHEAT NO RECUIRED FOR BAR SIZES "6 AND SMALLER. 6. REINFORCING SHALL BE LAID OUT TO MIN!MIZE THE NUMBER CP 5PLICE5. SPLICE: IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 03 THROUGH 08, SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 R=!N=ORCING 5AR5: MIN! fUM OF 32 BAR D141-'ETER5. GRA ✓ E &C BARS: INn MUOF: 48 BAR DIAMETERS. WIRE MESH: 12" OR 2 -WIRE 5FACES, W'I4!CI4EVER 15 GREATER. WWERE ALL BARS IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE SA" -,E LOCATION OR MORE THAN 12" CF FRESH CONCRETE 15 TO BE PLACED BELOW THE THE ABOVE DISTANCES SHALL BE INCREASED AN ADDITIONAL 300. SPLICES IN BARS LARGER THAN 08 SHALL BE ONLY 45 SWOWN ON TWE PLANS. i. UNLESS SWOWN CTWER'WISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE IS TO BE PLACED DIRECTL"I AGAINST E4RTW W'WERE IT SHALL BE 3" 8. ALL 4NCWOR BOL '15 SHALL CCN--CR'-1 WITH ASTM A-307. 9. SF'EGIAL INSPECTION OF CONCRETE FGR F^UND4T!ON5 AND SLABS -ON -GRADE IS NOT REQUIRED PER EXCEPTIONS 1 t 3 TO GBG SECTION 17044, PERMIT N 6 fl Vi �El/EIOPMEM'SEIMCES CODE ctJ11�P FOR �„�COMPLIANCE Ir !nu O pU1J d 7`n w�a �o pule dlz < L11 d) z f- U wJ d zv�` wl�n urb 7 �- w U d7N< ul d) uwb 70 O "^" ^' BUILDING 2 ONLY tz,Cdy L: C.2 UNLESS NOTED UNLESS NOTED CTi-4ER'WISE ON CTNERWISE ON PLANS PLANS DETAIL � I ECS_ EG 1 101 UNLESS NOTED UNLESS NOTED GTNERW!SE ON 07WERW15E ON P-GNS r PLANS hEzTAIL � Nt8 �-NCNOR BOLTS 7R RODS AS 4OTED ON =L AMS 3LOCK CUT C! IRB AS ?EQUPED AT BUILDING ;CLUMNS. FILL W/ iRDUT Ar -TER 67EEL ;AS BEEN ERECTED. 4NCW0R BOLTS :R RODS AS sIOTED ON mLANS STEEL CCLUI I ' BY BLOCK OUT FLOOR SLAB AROUND BUTLER CCL'UMNS. FILL W!TN GROUT AFTER MANUFACTURING FLOCR SLAB 15 IN PLACE. PLASTIC 54 -IFFY ANCHOR 15CLT5 OR INSULATION TO EXTEND RODS AS NOTED ON OVER PAD FOOTINGS FOUNDATION PLAN 6" CONCRETE SLAB WITH / "3 6'8" O.G. E.W. OVER: PLASTIC NE47INe3 SWEET INSULATION TUBING AS RECUIRED 2"t SAND 10 MIL vISOUEEN 4"t GLEAN GRAVEL rQ Wiz%,, 44i �.i;," , �'-�;:,` S.�r�'; i• TOP REINF:ORCING PER FOO , IN'" 5C✓4EDULE T 'E TERMINATE LjIT1-4 STANDARD NOOK AS I_ i---=---i---=--j---=----= BOTOM RE!NFCRGING =I I - PER rCOT 1NG PRA -117 TIE Wu=RE I I I -- ! 5CW'JL FDE _ - - _ -- - - R- aJ CCMF'AC T ED FILL i COMPACTED -;LL PER SC'; 5CWEDULE PER SOILS REPCRT -SECTION! C NT8 STEEL COLUMN BY BUTLER MANUFACTURING BLOCK OUT FLOOR SLAB TO MATCH 16" SCR PEDESTAL. FILL W/ GROUT AFTER FLOOR SLAB IS IN PLACE. I ANCHOR BOLTS OR 6" CCNCRETE SLAB W!TN RODS AS NOTED ON 03 m18" D.C. E.W. OVER: FOUNDATION PLAN 4"t CLEAN GRAVEL SLOPE Q w I cn P�Qn�, � N TCP REINFORCING !_17- PER FOOTING � � I CA SCHEDULE - f U iv n 1 j IY BOTOM REINFORCING I I PER FOOTING - U SCWEDULE COMPACTED FILL PER FOOTING SCUEDULE PER SOILS REPORT 61H CT 10 Nl 2 - 04 CONTINUOUS 18" 6"t CONCRETE SLAB AT TOP06" CONCRETE SLAB WI"'N WI T N 03 6'8" O.G. E.W. j "3 `t m IS" G.C. 03 m18" O.G. E.W. OVER: OVER: 6 I SHEET INSULATION CLEAN GRAVEL I 2"t SAND 7 N IO MIL VISC,ZUEEN SLOPE I 4"1 CLEAN GRAVEL / FT = rr +•y�11 i n � . .•Y�'���''�s7'_'7 j�i'1�� `T�$�, r •J�t� rfJ �'i�'' t1' • >d�• � f{, > ta�2 tr J � t��;4T.•1 �#� y47-��r t4fC�.7•%��'{�j � r4 :rj-'i��„�� � ';��Ia�,` n '� �r�- 'fi`�t<�� Acs •� I I-- i + -- -- -- 6" CONCRETE SLAB WITH 03 c18" G.G. E.W. OVER: "3—�� IB" O.C. 4"' CLEAN GRAVEL 3/4" CNAI`?FER SLOPE ` FT CONSTRUCTION JOINT ' ( I _ 7 4"1 GRAVEL FILL i--- ( ' I - •4 CONTINUOUS p/ TCP t BOTTOM U 12" � 8 CT I a NTS 6" CONCRETE SLAB WITH •3 Ca" O.C. E.W. OVER: O SWEET INSULATION 2"t SAND 10 MIL VISCUEEN 4"t CLEAN GRAVEL I K -_____- W' ! `0 Ji - Q Lu _j UI GCMPACTED FILL irI 12" PER SOILS REPORT I � 4- 15 X CCNTIN'JOU5 AT 1-4/51.3 7 4 - •4 CONTINUOUS AT I/S!.3 8 EEC T I ON5 � 1 NT8 - � COMPACTED FILL 1, Rc OvE EXISTING CURB 45 PER SOILS REPCRT RECUIRED I INSTALL 4 i ' ' ( _ I _ I - -3/4"o THREADED ROD _- I - 1 I EXISTING WET -SET I fI i ANCUOI RS WTI-Iy C-SET-x�---; i I--- S,MPSCN EPDXY U' •4 CONTINUOUS cnI AT MIDNEIGNT � 4 2 - 04 CONTINUOUS •4 L 18" O.C. I ,:, I AT BOTTOM TURN NOCK OPP. D! R EGTION AT ALTERNATE BARS 5 CT 1 a PLASTIC SHEET O 18" !NS'JLATION TO EXTEND OVER PAD F0071NG5I"4 IS" O.G. MINIMUM OF 2 AT EACH SIDE CT- 6"t F6"t CONCRETE SLAB 1 2 - .4 FOOTING WITH 03 e18" C.G. E.W. I CONTINUOUS OVER: CLEAN GRAVEL 6" CONCRETE SLAB WiTN "3 X18" C.C. E.W. OVER: SHEET INSULATION SLOPE 2' t SAND = i 4"t CLEAN GRAVEL P" / FT. - �y \. — ! _____.a. '+' — — — — — „ �+: — — — +- ���111/// (� 'fes �L 7�+t�/ !!� F`� IL�S� :o .y •i- ' I '!!!"' �� •"444 •r Ii jili I ILL -! III_ i •-1`! -1i1 � -!I1- Iil I f I -•"i i I ----I 11- --I i i--_� �---i ' ;� �:I I I� �I I f _ -1 { I-__._� I I___._ , .� � COMPACTED FILL ILL 04 FROM PERIMETER FCOTING �FCOTINS AS SNCWN PER SOILS RE -CRT CCNTiNUOU5 TF-;ROJGW FRAME ON FCJNDATION FOOTING PLAN 5F.CTION � ABANDONED ; I EXISTING G FOOTINTO �/ f / / REMAIN% N j cvI 5 - 06 X 28" DOWE LL5 / lit TOP AND BOTTOM I SI3 NEW FOOTING (TOTAL OF '-:k) I EXTENSION EXISTING PERIMETER CURB TO REMAIN DETAIL J NTS P 5 - 06 X 28" DOWELL5 TOP AND EXISTING BOTTO cT ET IN EXISTING FOOTING CONCRETE WIITN SI, SONSE XP ADNJE51VE (S: ECIAL INS, CITON i REQUIRED) — F---- FUTURE SLAB �) COMPACTED r -!LL PER SOILS REPORT ;oe- 21" -7 e4 '5 X 48" AS SWOWN 6ECTION R Nt8 EXISTING 4 - 03/a",O 430-1ALLTNREAD PER'r-lETER CUR`S RODS ON 4" X 4" PATTERN TO REMAIN EXCEPT SET INEXISTING CONCRETE AT NEW 4NCUOR5 WiTN S!'"P50N SET -XP d' I -- i AD!-1ECITC (SPECIAL W - --- ! SPEG!TON REQUIRED) FUTURE SLAB / FUTURE SLAB 0 01 14 4 6x2a _ DOWELLS + i � ; _III - i _� � � /�4 0 -------•-�--�=---�Z- I I' / / � �� / / , / EXISTING i. i,— - «6 " I 4.5X48" 5 X 28 DOLUELLS le BOTTOM 6N 4 6 IO I/2 SECTION rL sr=CTIM til NTB � s1.3 INTO PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY N 12 13 14 I� 18 6" CONCRETE SLAG WIT" / 113 fz',a" O.G. E'J. OVER: S"EET INSULATION / 2"t SAND IC P"I'L VISDUEEN CCNSTRUCTION JOINT 4"`- GLEAN GRAVEL mac---- _ I- ---- i- F' j -- I .0SIFACT_D FILL cn Wi Ian ! I PER SOILS RE PCFcT JI I U •d �, IS" O'S. TURA 05 X CONTINUOUS ALTERNATE BARS b" E" I TOP ! BOTTOM OPP D'RECTION— ISE CT I O1 I III I { I { { { II 1 _r L I�-b�� 1.4 of 4I I �I ! '��. ! TYP I i 1 i T7.P I ►I 18 A ; f i 81. { � i I I II I L! ISI N O { { EXISTING CURB FOOT !NG ?O SERVE I ! I ( ! AS BEARING FOC iN!s i --I i I i _ I ! I ! .. �. K-- r , G I L J &" GONCRETE SLAB WIT" 03 ela" O.G. E.W. CVER: S"EET INSULATION 2"t SAND 10 MIL vISDUEEN CONSTR'JC710ti JOINT d"t GLEAN GRAVEL l �- (Yi Q I 1 GOM�n Cr ED =ILL L PER SOILS REPORT 04c� u IS" O.C. TURN 18 ALTERNATE BARS OFF DIRECTION ��" Il «dF04LTIEIFATE TURN BARS EXISTINS FRAME O OPP DIRECTION TIE TO REMAIN SIECT I ON u u u 1F� 19 ?1 22 INTE"o"" KEY X SIMPSON S/µD8 1=0LDOWN. SEE 83. 00 X 10" DOWELLS DRivEN d" INTO 3/d"Q «4CLE5 iN EX!STiNG CONCRETE (NO AD"ESIvE REG'JIRED) TOTAL OF 2 EA- LOCATION %.Z I JNP%aW%i N%MW%- 00, j .« o ......� .... .� .� vi EXISTING STEEL --- I COMPACTED FILL PER SOLS REPORT VECTION �✓ NTS.:. 1T 1••ISSoX6X3/1F� - I I o o —� I I PL12X12X.3E I 1 }"b SIMPSCN 'STRONGBGLT' WEDGE ANG"ORS TO "CLD ' I "SS�oX6X3/!o COLUMN FCR ALIGNMENT ONLY. FROviDE W/ LEVEL t T!GI-47 NU' S I 2000pSl ' I DR`''PACK 7. Al I I i I 1 1� I 7-0 !a" dll 5/a"O TYP �. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY Krzy r --T--- WALL FRAMED WITH 43m STUDS ¢ 16" O.C. TYPICAL. STUD DEPTH AS INDICATED ON PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. ----- WALL FRAMED WITH 33m STUDS A 16" O.C. TYPICAL. STUD WIDTH TO BE 1 3/8" EXCEPT AT DESIGNATED BRACE PANELS SHOWN ON SHEET 53.1 WHERE 1 5/8" WIDE STUDS ARE REQUIRED. STUD DEPTH AS INDICATED ON FRAMING PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. WALL FRAMED WITH 25m STUDS a 16" O.C. TYPICAL. STUD DEPTH AS INDICATED ON PLAN. S=_E DETAILS FOR FRAMING AT OPENINGS. — — — -- WALL FRAMED WITH 30m STUDS 9, 16" O.C. TYPICAL. STUD DEPTH AS INDICATED ON PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. ASA TO HAVE LIGWTGAUGE FRAMED CEILING WITH GWB FINISH PER ARCH. PLANS. J0157 Sf'..N D'!RECTION, INDICATED. 1 3625131-33 JOISTS a 16" O.C. 2. 6C0r131-33 JOISTS 9 16" C.G. PROVIDE MIDSPAN BRACE. B. 6005200-33 JC!STS c 16" C.C. PROVIDE M. C5. AN A BRACE . / _U n OF ��� � �Oil,E5 C(- ol 48" O.C. -- - 48" O C I la -O" ANCHORS/CLIP✓ ANCHORS/CLIPS ! i I / , 2 ,. '" '/ i i' / � AN...HORS/CLIPS QNCHORSIGLIPS / 32" C.C., � � O 'J TYP. T, P6 TYP. uN.c. L. j TYPICAL ,, -� o . --- --=--_..- -_ .- � uNc uNo. —'10A2. �, ! rA CL IL TYPiC4TYPICAL U II UTYPO UN.O- TTYP. '' `9j >- rA 20 14L YP!C4L 2. 2. U.N.C. 6- Qf- Z I , I t 25 2• 2. 2. <( ZU� i o 2 r 7 7 TYPICAL ' Q UNL 121.O. a �'� MECHANICAL F'LATror�m 04 AWVE 2. " 1 2• 7. _ ,' , ' /SEE SHEET 833 FOFZ FRAMf�tCs THIS AREA' TYPICAL � ►�- � �I ; / % j / ./ i i"' %• :'' / / ;/ �-`-- - 2 ; � U.N.C. t / / .7 , % ./ /1 _ _i _ - Q- - - - Q - �- - - __ - _ _ - - - •- -� -- _ -- - - _ _ i _ - - - -_ _ - _ - __ __ - - -- -Q''_ - _yam- � �H' H - i Q rA 0 . too' -A -N ® 2. �. TYPIC4L �TYP. U TYP. U.N.C. 25 2 (DU N.O. ' uN.o. 4p ir2 &2B 25 H 2 2 TYP. 2 :�I 0 o UN.O, e o UNC. o o ! ANCHORS/CLIPS ANGHOR5/CLIPS co 2 it 32" O.C. eo 48" O.C. O `r '! to f TYPICAL OI OZ CO3' 04 �' C i V !� !! It {�� �I U.N.O. 75 ; i 25 42 tit id 2 13 Il IS ANCHORSIGLI S � 32" O.G. —104 I i I O o O r ! � Ir UV I it UV �Q cn i 82 r.' OHO �2oil ;i I t 7- It 25 I I � Q ,.n U / U UPJ SEE SHEET 822 SEE SHEET 82.2 MAIN L EYFmL W /A 1. L F 1* � A I I I N L A N U T H 3/3 2 1SEE KEY ON SWEET 812 '_O� --0) G PERIwIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE BY ro LIGHT GAUGE STEEL FRAMING I. ALL LIGWT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SW41=ES MADE FROM STEEL CON=ORMING TO ASTM A448, GRADE A WITW A M1NfMUM YIELD POINT CF 33,000 PSI, 544; --ES AND SIZES NOTED ON THESE PLANS ARE STANDARD 5LIAPES AS LISTED IN TWE STEEL STUD MANUFACTURER'5 455OCIATION CATALOG AND I.G.B.O. ER NO. 4943P, DESIGNATED MEMBER SIZES ARE STANDARD Q „M.S.MA. DES!GNATICN, SEE SHEET 821 �. SEE SHEET 82J 0 8" ` a S aN 2. ALL PAT, CHANNEL AND SUB -GIRT SECTIONS SHALL BE GALVANIZED SWAPES MADE Nc 1 FROM STEEL CONFORMING TO 45TH 4445 GRADE A WITH A MIN MUM Y'LD PO NT OF!{ I .- o r I'll _ , I �; - / p ..!. ... 40,000 P5 AS MANU, A_'- URED BY EW 5 EEL BUILDING PRODUCTS. i MECHANICAL i , '' `/ / / i / / ii i i / ! SCREII S SWALL BE STANDARD SELF -DRILLING 5WEET METAL 5CREW5 AS MAN'JF4GTJRED PLATFOMM 03 A1:30 / / / / f % i i' i ' / f' : /' ;; i i / j BY S!MPSON OR GRABBER SEE SHEET 83.1 FOf: �/ i /' /''� // / % i j• iG 4, ALL ,,TUD WALLS 5W4LL NAVE CONTINUOUS TOP AND BOr r RA , TOM � CKS C� TWICKNE55 F�.+�M11�s T1415 A4A MATCHING STUDS UNLESS NOTED OTHERW15E, TCP TRACKS 5HALL BE 5''LICED WITW 14" I SECTION5 O= IDENTICAL MATERIAL INVERTED AND LAPPED i" ON EACH SECTION AND Q _a ,i ,;' / i i �'i,/j % �i�/ �' ' i / j ii / ; / / 2• 4TT4CWED WITW A MINIM!X-1 OF 3-#!O X I"SCREWS THROUGW c-- E EAGW FLANGE CACW PIECE OR 45 SWO'WN ON THE PLANS. 6' MEC 4MIGAL PLATFOM i 02 A80VE et -M I O - f' r. E SHEET 83.1 FOR FlarttNG TN18 A!A�, 5. ALL BOT ; C TR4C< SW4LL BE ATTACHED TO CONCRETE SUBSTRUCTURE W TN 0.I4 c X 1 ��oe ,' i /' 1/2' 5WCT PINS 47 24"oi O.C. UNLESS NOTED OTHER'WlSE. 2'i// 6. CONNECTIONS CF LIGHT GAUGE STEEL FRAMING SWALL BE AGCOMPLISWED BY MEANS CF - / / / i rj, i / 5ELF-DRI' ' INC T K �' RE T r_ cr-T ? Ll E' W5 O TWE SIZE IND!CATED ON TWE P'! AN5. WWERE CONti"„ i ION TT`` , I C r G 5 NOT SPECT (,,,ALLY SWOwN, IT "W4LL BE MADE 45 NOTED BELOW OR PERT E STANDARD DETAILS SWOWN IN THE STEEL FRAP1!NG MANUFACTURER'S SPECIF1GATiONS AND APPROPRIATE ICG REPORT, 1 __ _ _ _ _ _ '`' STUD TO TRACK: I - '"6 SCREW EAC" FLANGE JO'5T TO TRACK: 2 010 SCREWS TO WALL TCP TRACK ll TW ROUGH CLOSURE TRACK) AND I SCREW TO TOP FLANGE OF CL05UR= TRACK L BR!DGING TO JOI5T$: I - 010 SCREW AT EACW CROSSING BRACING TO STUDS; I - 010 SCREW AT EACH GROSSING '8'-O" - '!'t ANGWCRS/CLIPS ANCWCR5/CLIP5 "' SCREW LENGTW SHALL BE 4DECUATE TO PENETR4TE ALL RECJ'RED COMP^ 'c 'T !. �.N_N , 5 AND (C e 32" O.C. /1, 48" O.C. r; ; `. PROvIDE AT LE45T 1/4" PROJECTION Or TWE THREADED PORTION BEYOND THE L45T ~P Z FOR EA.,, 5 ZE SCREW 5WALL B` AS OLLCU!5 UNLESS CC� : CNENT. SCREW THR-ADS r -H C t= " c F u J ° u� Sr=ECIFICALL't' NOTED OTHERWISE: KAY tJ - O U 0 ! "8 5CRE115 -I8 THRE4OS PER INCH t------- WALL FRA',IED WITW 43n STUDS c 16" O.C. TYPiG4L. STUD DEPTW 45 NDICATED ON -i' _ '".0 SCREWS - 15 TWREADS PER-' INCW PLAN. SEE DETA!L5 FCR FRA"^ING AT OPENINGS. - rii ! ! 012, ":4 t 114 5CREW5 - 14 TWR'4D5 PER INCW o 2 _52 `�2� a2-ar 2 8. SGR_X5 FOR F48TEN!NDRN G STEEL TO STEEL SWALL BE STANDARD ►4EXAGCAL WE4D --- WALL FRAMED WITH 33m STUDS a 16" O.G. TYPICAL. STUD WIDTH TO BE 13/8" 'y' 5CREW5 UNLESS WEAD5'"lAY !NTER ERE WITW lNSTALLATICN 0= FIN15H SJR=ACING W"4=RE EXCEPT AT DESIGNATED BRACE PANELS _._ P4N-Wc4D_D S.RE SM Y BE USED. SCREWS USED O 45TEN PLYWOOD SWALL BE STUDS ARE RCUIRZD. STUD DEPTH AS INDICATED ON FRAMING PLAN, X,E lEAD 51_'-REW5. DETAILS FOR FRAMING AT OPENINGS. e M!N!MUM SCREW SPACING AND EDGE D!574NCE 5W4LL BE 4C- `0 S•!p t "'2 - 3/4" I•'!!N!MUM WALL FRAMED WITH 25tr, STUDS tv 16" C.C. TYPICAL. STUD DEPTW AS INDICATED ON PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. ANCHORS/CLIPS tv 32" O.G. 10. WHERE 5HEE- MET4L5 OF DIFFERENT TW!CKNESS ARE TC BE F4STENED, WW_NEVER POSSIBLE, SCREw5 5WALL BE DRIVEN 50 TW471 TWE THINNER METAL 15 F;R5T -- - - -- WALL FRAMED WITH 30m STUDS im 16" D,C, TYPICAL. STUD DEPTH AS INDICATED ON15 I� 21 22 23 PENETRATE;:. PLAN, SEE DETAILS FOR FRAMING AT OPENINGS, 1!. SWEET 1,,ET4L 5WE47WING FCR DESIGNATED SHEAR PANELS 5W4LL BE MADE FRO"! STEEL CONFORMING TO ASTM A448, GRADE A LU;TW A YIELD POINT OP 33,600 P51. /• AREA TO HAVE LIGHTGAUGE FRAMED CEILING WITW axe FINISH PER ARCH. PLANS. SHEETS 0= WIGWER YIELD OR GREATER THICKNESS SWALL NOT BE SUBSTITUTED W'TWOUT C �/ � JOIST SPAN DIRECTION INDICATED. TWE WRITTEN 4PPR0vAL C= TWE ENGINEER. 1 3625131-33 JOISTS m 16" O.C. 12. 'SWOT PINS' SWALL BE 51MP5CN PDP POWDER DRIVEN FASTENERS. PINS SHALL BE 2. 6005131-33 JOISTS tv 16" O.C. PROVIDE MID5PAN BRACE, C4R50N STEEL UNLESS NOTED OTWER'W'SE ON PLANS. DIA!"ETER SWALL BE 0.145" AND 3. 6CO5200-33 J015T5 6 16" O.G. PROVIDE MIDSPAN BRACE. LENGTH SHALL BE ADE0'J4TE TO PENETRATE CONNECTED ME' 1BER AND PROVIDE SPECIFIED E'`1BEDME NT IN CONCRETE, OR PENETRATION TWROUGW STEEL SUBS7R4 T E PER �„;%` I 1'1AN'J=ACTURER'S MAIN LEVEL WALLN 0 f • tis f z m--]0- 1 1 3 / P ADD OCOT125-54 X 6" LONG CLIP AT E4. 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Lam'.!-, ,c:NI-. -+vr_ PrETAIL_ G NT6 VSA ADD 800T125-54 X r" LONG CLIP AT E4. K.S.\ �,,� 6005!31-33 DBL C -GIRT 2 CRIPPLES BY BUTLER \�_ 6COT125-33 TOP TRACK 6005!31-33 CRIPPLES • WWE RE RECU!RIED 2 v4RIE5 TYP 16'-O" MAX. ELEVATION NT8 600T125-33 i� I f � 2 VARIES L.V,TII NTa k2.?J L I� X I� -54m X 5" CLIP WI 3-"!0 5CRE'' S E4 MEMBER 016 5GREW ' iT12" C.G. 60GT200-54 r j 6005250-�4 KING57UD DIEtAIL � U22 LIGWTGAJGE BOX COLUMN 2 - 6605!3 �-54 t 2 - 60CT125-54 SPECIAL NSPECTIONS I. REC:+J!RED SPECIAL iN5PECTICN5 SHALL EE P=R'=ORMED B`' AN INDEPENDENT SPECIAL iN5PECTOR PER CW4PTER ! i OF TWE CBC AND LOCAL BUILDING DEPARTMENT RECU!REMENT5. 2. TWE SPECIAL INSPECTOR SHALL BE HIRED B'r' TWE C'wNER AND APPROVED BY TWE ENGINEER. 3. 5PEC14L INSPECTOR CERTIFICATIONS 5W4LL BE SUBMITTED TO TWE BUILDING DEPARTMENT WITW THE PERMiT APPLICATION. THE SPECIAL INSPECTOR 1`11.157 BE .APPROVED BY THE BUILDING DEPARTMENT PRICK TO BEGINNING CCN5TRJCT!ON, 4. ALL IN5PEGTOR'S W4NDW'RTTEN LCGS 5W41 L BE AVAILABLE ON TWE J055 -!TE FOR REVIEW5Y BUILDING DEP4R7MENT FIELD INSPECTORS. 5. GCPIE5 OF ALL IN5PECTOR REPORTS SWALL BE FILED WITH TWE LOCAL BUILDING DEPARTMENT AND CRANDAL L ENGINEERING. REPORTS 51-JAl L BE FILED WEEKLY DURING CON5TRUCTICN. REPORTS SWALL NOTE ALL DISGREP4NGIE5 WWETWER CORRECTED OR NOT. 6, - UPON CC"'1PLETICN OF TWE PROJECT, TWE INSPECTOR SWALL SUBMIT A FINAL SIGNED REPCRT STATING WWE'WER TWE WCR< RFCUIRING SPEG!4L IN5PECTION WAS, TO TWE BEST OF TWE INSFECTCR'S KNOWLEDGE, PERFORMED IN CON=0RM4NCE TO TWE APPROVED PLANS AND SPECIF!C4TION6 AND TWE APPLICABLE WOFcKMANSWIP PROVIS'ON5 OF TWE GBG AND/CR ICC REPORT. 1. SoECiLaL INS'=ECTiON !S RECO' RED FOR TWE FCLLCWING ITEMS AND PROSEDURES 45 NOTED. GOLD SET CONCRE-TE ANCWp RS 4. S RJC URAL GOLD -5'=T CCNCRETE ANC"ORS, 'NCLUD'Nrx 4NCWORS 5 / 5'MCJ^C 1 �Cc =' EFO `I D L' N= 7 T D' , U !N3 ;,,,'� „_ -X ,,X , 4N✓ „1, S6N E'v-W✓ 4�,GuCRa 5W41 -L REG'EvE ! r C= 'r' T t- 4EOVE R_Oul!RE" ENTS AND '%-F 4oP_1GA5LE !CC REoCGT. B. !NSEC-CR 5-+4LL VER S`Z= 41,,D GR4D'= O-- 41,,G -+✓R RJ USE FOR BO~ NC. WOLE 'N CCvCR= Z. C. NSocrTCR 5 4LL /ER,F` PRCc-R ✓ LL="r� ,G'xD C�E4'v'tirs C= 4:;-E5' /E 4!v✓ NA=G '6ti G-- !moi✓. D, iNS""CR 5­4gLL 4L6C NOTE 4"'B' 'E"'*✓=P4T RE FOCI CON=OR"'4NCE L,,-:+ C= EP ,x'r J t 7 -33 STUDS e 16" O Ii £JL4 Mr=VATIC va*.r-0* 2 600T [ 00-a /�Bi;T�ER R6C=INC 6005'52-33 / � 600r2cG-a � � 0 TYP X iL11 x � I I 52 d) I I Q I to c<1 '+1 d) TVP O t{1 -T pp O O 0 9 Q� � � � 1 � �9 �9 ty 60GT125-54 t 6005250-54 i 6005!31-33 CRIPPLES • WWE RE RECU!RIED 2 v4RIE5 TYP 16'-O" MAX. ELEVATION NT8 600T125-33 i� I f � 2 VARIES L.V,TII NTa k2.?J L I� X I� -54m X 5" CLIP WI 3-"!0 5CRE'' S E4 MEMBER 016 5GREW ' iT12" C.G. 60GT200-54 r j 6005250-�4 KING57UD DIEtAIL � U22 LIGWTGAJGE BOX COLUMN 2 - 6605!3 �-54 t 2 - 60CT125-54 SPECIAL NSPECTIONS I. REC:+J!RED SPECIAL iN5PECTICN5 SHALL EE P=R'=ORMED B`' AN INDEPENDENT SPECIAL iN5PECTOR PER CW4PTER ! i OF TWE CBC AND LOCAL BUILDING DEPARTMENT RECU!REMENT5. 2. TWE SPECIAL INSPECTOR SHALL BE HIRED B'r' TWE C'wNER AND APPROVED BY TWE ENGINEER. 3. 5PEC14L INSPECTOR CERTIFICATIONS 5W4LL BE SUBMITTED TO TWE BUILDING DEPARTMENT WITW THE PERMiT APPLICATION. THE SPECIAL INSPECTOR 1`11.157 BE .APPROVED BY THE BUILDING DEPARTMENT PRICK TO BEGINNING CCN5TRJCT!ON, 4. ALL IN5PEGTOR'S W4NDW'RTTEN LCGS 5W41 L BE AVAILABLE ON TWE J055 -!TE FOR REVIEW5Y BUILDING DEP4R7MENT FIELD INSPECTORS. 5. GCPIE5 OF ALL IN5PECTOR REPORTS SWALL BE FILED WITH TWE LOCAL BUILDING DEPARTMENT AND CRANDAL L ENGINEERING. REPORTS 51-JAl L BE FILED WEEKLY DURING CON5TRUCTICN. REPORTS SWALL NOTE ALL DISGREP4NGIE5 WWETWER CORRECTED OR NOT. 6, - UPON CC"'1PLETICN OF TWE PROJECT, TWE INSPECTOR SWALL SUBMIT A FINAL SIGNED REPCRT STATING WWE'WER TWE WCR< RFCUIRING SPEG!4L IN5PECTION WAS, TO TWE BEST OF TWE INSFECTCR'S KNOWLEDGE, PERFORMED IN CON=0RM4NCE TO TWE APPROVED PLANS AND SPECIF!C4TION6 AND TWE APPLICABLE WOFcKMANSWIP PROVIS'ON5 OF TWE GBG AND/CR ICC REPORT. 1. SoECiLaL INS'=ECTiON !S RECO' RED FOR TWE FCLLCWING ITEMS AND PROSEDURES 45 NOTED. GOLD SET CONCRE-TE ANCWp RS 4. S RJC URAL GOLD -5'=T CCNCRETE ANC"ORS, 'NCLUD'Nrx 4NCWORS 5 / 5'MCJ^C 1 �Cc =' EFO `I D L' N= 7 T D' , U !N3 ;,,,'� „_ -X ,,X , 4N✓ „1, S6N E'v-W✓ 4�,GuCRa 5W41 -L REG'EvE ! r C= 'r' T t- 4EOVE R_Oul!RE" ENTS AND '%-F 4oP_1GA5LE !CC REoCGT. B. !NSEC-CR 5-+4LL VER S`Z= 41,,D GR4D'= O-- 41,,G -+✓R RJ USE FOR BO~ NC. WOLE 'N CCvCR= Z. C. NSocrTCR 5 4LL /ER,F` PRCc-R ✓ LL="r� ,G'xD C�E4'v'tirs C= 4:;-E5' /E 4!v✓ NA=G '6ti G-- !moi✓. D, iNS""CR 5­4gLL 4L6C NOTE 4"'B' 'E"'*✓=P4T RE FOCI CON=OR"'4NCE L,,-:+ C= EP ,x'r J t 7 -33 STUDS e 16" O Ii £JL4 Mr=VATIC va*.r-0* 2 600T [ 00-a /�Bi;T�ER R6C=INC 6005'52-33 / � 600r2cG-a � � 0 TYP X lZ x U EL_EVATIM 2 f BUTLER `'"-� PURL Itis s STEEL PE4M BY BUTLER PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY IN SEE SWEET 62A SEE SWEET 52A mlil lwdft�m PERM # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE By EV -WA -2 KmA �r � v U u- BUTLER PURLINS tv 5't O.C. 25C7125 -33 --- CONT NJOJe -- CONTiNJCJS TRACK j 2 - •'C EA PURLIN ` 800712 5-33 TRACK. ARCr-� FLANS 0.15114, X 1/2" 5"07 P!Ns 16° o R00- BY RJTLER / / i BEA^^ BY BUTLER s F 0OO7125-33 Q! 800T125-33 80770` TRACK > ` TCS TRACK I A •12 SCREW � 24" ', v.�.. EA ' DOUBLE 'C' G'RT 1 \0,15"c X 1/2" 6-107 BY �U7LER ' SECTION SCOT iBOTTOM TRACK I 800-131-33 STUDS a 16" O BEA- BY BUTLER CEILING PER ARCI.4. PLANS r 1 / BOGSI31-33 2507125-..3 \ .'O 6 24" VERTICAL TRACK O.G. TYP__- EA END — 250 T 125-25 I40R!Z. X24" O.C. /^ 1 6007;25-33 \6007;25-33 600725-33 VERTICAL TRACK HORIZONTAL VERY;CAL TRACK AT 24" O.C. 0:0 SCREW T"?O SCREW' EACI4 TRACK TO STUD 6" 3'-3° I-IOR!Z TRACK EA EA CROSSING SIDE TYPICAL 03, DETAIL top NTYP G -GIRT / BY BUT LER FRAMING SYMMETRICAL 8007;50-68 IE-�~ ABOUT CL v I Z `n `;� r 8005137-33 D Z CRIPPLE5 irk i iy O co o 4 1 BOOV50-68 DBL C-G!RT BY BUTLER 11 -8' P"AX O~=ENING ELEV ATICN 1:> KTO 2 ' �60GT-125-43 T OP TRAC FRAMING �_ SYMMETR;GAL (E ABOUT CL I 6005131-33 CRIPPLES v% ! 1 DBL G-G;RT I L BY BUTLER i2'•3" OPENING 2. 2. NT8 CUT AWAY BRACE FLANGES FOR 2" FROM END AND BEND WEB FLUSH TO PURLIN. 3 - 010 SCREWS. TYPICAL EA END. 6005131-33 BRACE AT ("AX) O.C. CUSTOM TOP TRACK/ TRACK. SEE � x 6COS13�-33 STUDS e 16" O.C. \ 3 - #10 SCREWS EACH PURLIN 600Ti25-43 BOTTOM TRACK. SPLIGE PER DETAIL C/52.6\ , BUTLER PURL IN5 BUTLER PURLINS 6 5' 1 O.C. ACU5TADECK SCREW EAGN CEILING STUD EACH SIDE 3 -_ •10 SCREWS ERCP BRACE \ CUT TOP OF STUDS TO MATCH SLOPE "10 SCREW EACH STUD E4C#4 51DE DTIC N 12 "_ i BJTL ER PURLIN5 O.G. i 6007125-43 �/� � TOP TRACK I 6005137-33 STUDS a 16" O.C. 2 - 010 EA STUC r- -- BEAM BY BUTLER 507125-25 TCP I I RACK TO EA .N C \0.145"m X 1/2" SuOT ROOF B BUTLER PINS f 32" O.G. I E--.�_25C5125-25 i STUDS a 16" O.C. / •'O SCREW 32" X. ff: v- 1 -�" I � i ---2507125-25 BOTTOM TRACK DOUBLE 'G' GIRT CEILING PER1 BY BUTLER ARCH. PLANS 6005125-33/ BOTTOM TRACK vGTI+! C -S Z I � 8005131-43 KINGSTUD 8008!31-33 GIRT ABOVE t BELOW FIN!5✓4 PER A=CLj PLANS 60CS138-33 C 0.15"0 X 1/2" 5L407 PINS 48" O.C. 2505!25-25 IRT ABOVE t STUDS !6" O.C. ELOW -I `y NI -i c0 I _ I 12" N O u- BUTLER PURLINS I I 8007125-43 � I I TOP TRACK } BEAM BY BUTLER I cN ~ 5005137-33 ? STUDS 6 I6" O.C. X 4 i U `.O SCREW m 12" �n C.C. EA SIDE w i Q 8007125-33 > BOTTOM TRACK- . SCCT125-33 BOTTOM TRACK •i2 SCREW c 24" O.C. EA SIDE -' DOUBLE 'G' GIRT BY BUTLER - GTIC I rlTB j U! \'TCP TRACK X !; -54- X 5 CLAP W/ 3-"'O SCREWS EA ME"BER ��� KINGSTUD BIJ T LER 2 - 012 SCRE;�5 KINGSTUD TO ! DOUBLE 'C' E-=Gw 'C' TOTAL 0= z \6005!31-33 EXTEND TOP.�. O.G. AND BOTTO-1 TRACK TO CEILING PER \ ARS44. PLANS \ BUILDING w DOUBLE 'G' G'RT. BY BUTLER; _ •'2 SCREW e 24" O.G. EA SIDE .. i'iAL EXTERIOR SOFFIT PER 8007125-33 ARCH. PLANS ^• TOP TRACK v? ' z •'O SCREW e 12" X 8008131-33 O.G. EA SIDE < STUDS ^ 16" O.G. ih "'C SCREW £ 7 C.G. EA SIDE w fv F 0OO7125-33 Q! 800T125-33 80770` TRACK > ` TCS TRACK I A •12 SCREW � 24" ', v.�.. EA ' DOUBLE 'C' G'RT 1 \0,15"c X 1/2" 6-107 BY �U7LER ' SECTION SCOT iBOTTOM TRACK I 800-131-33 STUDS a 16" O BEA- BY BUTLER CEILING PER ARCI.4. PLANS r 1 / BOGSI31-33 2507125-..3 \ .'O 6 24" VERTICAL TRACK O.G. TYP__- EA END — 250 T 125-25 I40R!Z. X24" O.C. /^ 1 6007;25-33 \6007;25-33 600725-33 VERTICAL TRACK HORIZONTAL VERY;CAL TRACK AT 24" O.C. 0:0 SCREW T"?O SCREW' EACI4 TRACK TO STUD 6" 3'-3° I-IOR!Z TRACK EA EA CROSSING SIDE TYPICAL 03, DETAIL top NTYP G -GIRT / BY BUT LER FRAMING SYMMETRICAL 8007;50-68 IE-�~ ABOUT CL v I Z `n `;� r 8005137-33 D Z CRIPPLE5 irk i iy O co o 4 1 BOOV50-68 DBL C-G!RT BY BUTLER 11 -8' P"AX O~=ENING ELEV ATICN 1:> KTO 2 ' �60GT-125-43 T OP TRAC FRAMING �_ SYMMETR;GAL (E ABOUT CL I 6005131-33 CRIPPLES v% ! 1 DBL G-G;RT I L BY BUTLER i2'•3" OPENING 2. 2. NT8 CUT AWAY BRACE FLANGES FOR 2" FROM END AND BEND WEB FLUSH TO PURLIN. 3 - 010 SCREWS. TYPICAL EA END. 6005131-33 BRACE AT ("AX) O.C. CUSTOM TOP TRACK/ TRACK. SEE � x 6COS13�-33 STUDS e 16" O.C. \ 3 - #10 SCREWS EACH PURLIN 600Ti25-43 BOTTOM TRACK. SPLIGE PER DETAIL C/52.6\ , BUTLER PURL IN5 BUTLER PURLINS 6 5' 1 O.C. ACU5TADECK SCREW EAGN CEILING STUD EACH SIDE 3 -_ •10 SCREWS ERCP BRACE \ CUT TOP OF STUDS TO MATCH SLOPE "10 SCREW EACH STUD E4C#4 51DE DTIC N 12 "_ i BJTL ER PURLIN5 O.G. i 6007125-43 �/� � TOP TRACK I 6005137-33 STUDS a 16" O.C. 2 - 010 EA STUC r- -- BEAM BY BUTLER 507125-25 TCP I I RACK TO EA .N C \0.145"m X 1/2" SuOT ROOF B BUTLER PINS f 32" O.G. I E--.�_25C5125-25 i STUDS a 16" O.C. / •'O SCREW 32" X. ff: v- 1 -�" I � i ---2507125-25 BOTTOM TRACK DOUBLE 'G' GIRT CEILING PER1 BY BUTLER ARCH. PLANS 6005125-33/ BOTTOM TRACK vGTI+! C -S Z I � 8005131-43 KINGSTUD 8008!31-33 GIRT ABOVE t BELOW FIN!5✓4 PER A=CLj PLANS 60CS138-33 C 0.15"0 X 1/2" 5L407 PINS 48" O.C. 2505!25-25 IRT ABOVE t STUDS !6" O.C. ELOW -I `y NI -i c0 I _ I 12" N O u- BUTLER PURLINS I I 8007125-43 � I I TOP TRACK } BEAM BY BUTLER I cN ~ 5005137-33 ? STUDS 6 I6" O.C. X 4 i U `.O SCREW m 12" �n C.C. EA SIDE w i Q 8007125-33 > BOTTOM TRACK- . SCCT125-33 BOTTOM TRACK •i2 SCREW c 24" O.C. EA SIDE -' DOUBLE 'G' GIRT BY BUTLER - GTIC I rlTB j U! \'TCP TRACK X !; -54- X 5 CLAP W/ 3-"'O SCREWS EA ME"BER ��� KINGSTUD BIJ T LER 2 - 012 SCRE;�5 KINGSTUD TO ! DOUBLE 'C' E-=Gw 'C' TOTAL 0= z r 1'f.fl'4t TRACK NT5 PERMIT # BUM COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE By \6005!31-33 EXTEND TOP.�. O.G. AND BOTTO-1 TRACK TO 6'-O" M;N CONTINUOUS 70P BUILDING w ANDBCT70M TRACK SEGTiCN _ 13 .. i'iAL r 1'f.fl'4t TRACK NT5 PERMIT # BUM COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE By \ \ CEILING FER \ 25 ARCH. PLANS �— DOUBLE 'C' GIRT � \ BY BUTLER LL\ SOOT125-54X 6 CLIP. SPACIN7,_AN. AS 5WO0LN BY 'ANCHOR t CLIPSPACING' NOTED ON PLI f 6007125-33 i TCP TRACK 6005131-33 STUD5 6 16" O.C. PER ARCH. PLAN5 600,125-33 BOTTCM TRACK ' F... CONCRETE SL AB/--OOTING PER FOUNDATION PLAN `BUTLER SL F.0.5. CTION A" we 2 \ CEILING PER \ ARC✓-!. PLANS \ / \ 7 PORTAL FRAME BEAM BY BUTLER EXTERIOR SOFFIT PER ARCH. PLANS 6007!25-33 TCP TRACK i i 6CCSi31-33 STUDS & 16" C.C. I 1 I 6CCT125-33 507TCM TRACK I l i CONCRETE SLAB/FOOTIING- PER FOUNDATION FLAN BUTLER SL = F,O.S. SECTIO! s Nte _T2 ..y \ \ CEILING FER/ \_ ARCH. PLANS \ DOUBLE 'G' GIRT \ BY BUTLER SOOT125-54X 6 CLIP. SPACING / 45 SHOWN BY 'ANCWOR t CLIP I EXTERIOR SOFFIT S='AC!NG' NOTED ON PLAN. PER ARC14. PLAN5 6COT125-43 + TCP TRACK I 6005131-43 5TJDS 16" O.G. i i i i i i i i 6007,!25-43 BOTTOM TRACK CONCRETE SLAB/FOOTING FER FOUNDATION PLAN I BUTLER SL F.O.S. SECTIO! C ?Fe- 102V DOUBLE G-G'RTS BY BU7LE 2 600T125-54 FROM _ "' �i I TOP OF BOTTOM 2 2 SCREWS I CORNER FRAME TRACK TO BOTTOM EA CLIP (� �� DOUBLE 'C' GIRT N /BY BUTLER OF TCP TRACK BY BUTLER 1L 3 - 010 SCREWS EACH SIDE (TOTAL 6) y �I 80OTI25-54X 6 CLIP. SPACING`n GIRT CLIPPER BUTLER AS 5HOW'N BY 'ANCHOR t CLIP _ _--� WSG4 SPACING' NOTED ON PLAN. L 11/2 X 1 1/2 -54r^ X 10" - \ \ CEILING FER \ ARCH. PLANS A 7�X PORTAL FRAMiBEAM BY BUTLERTERIOR SOGFIT ER ARCH. PLANS i 6007125-43 TCF TRACK 6005131-43 STUDS Q 16" C.C. 6007125-43 i I ;' � BOT OM TRACK / TO MATCH STUDS I 6 0C! F- 6" STEEL STUDS 16" O.C. i O STUD G� NTe CONCRETE I SL45/=00 INS PER FOUNDATION PLAN BUTLER SL = F.0.5. SECTIO! we 3/8110 SIMPSON CRIMP ANCHOR EAC;•-! SIDE. CLIP W/ I -LEG CUT AWAY \ SCREWS AND BENT AS SHOWN. �TCA EA STUD , �-- � _RA,K MAX \\ 2 - 600513'1-54 X� 1 1/4" �I I! .91 SPANDREL 68r X 2" WIDE Iilx PANEL + I 600T125-43 STRAP. SPACE C X J ABOVE + BOT TOM TRACK 32" O.C. IN 16'-8" STUDS c HIGH WALLS, 48" E -t6" O.C. . L F.O.S. O.C. ALL OTHER WALLS. ALIGN W/ 0.14"4, X 1/2" 5H0T PINS TO BOTTOM STUD OF CANOPY BEAM. TOTAL 4 D�T,�41L 2- 3627125-33 CORNER STUDS AS SHOWN. LAMINATE "10 SCREW 6 12"O.C. FULL HEIGHT DETAIL CANOPY BEAM ? Nre 2 BY BUTLER DETAIL I eW2.9 ip �I 6" STEEL STUDS 6007125 BOTTOM 4 TRACK. THICKNESS TO MATCH STUDS I j I m i I k� d3,7 -33 � 6 16 " O.C. NTe 2 3/8"m 51MP50N "CRIMP" ANCHORS MODEL CD18200M 1/2" 6" 1/2" SPACED SHOWN BY 'ANCHOR t CLIP --' '' �U� SPACING' NOTED ON PLAN � I LRF' 1/8" 010 SCREW EACH FRAME BY ENCLOSURE PER —� STuD EACH SIDE BUTLER ARCHITECTURAL PLANS - - NOTCH BOTTOM TRACK I PL6X8X1/8 6005137-E,4 STUD AROUND FRAME I • • EACH SIDE �_� _--___. __ ._ ___.____.� 4- "!2 SCREWS TO BOTTOM TRACK BUTLER FRAME j HSS6X6X3/'6/ - � — - --- — L 11/2 X II/2 -68r I>e 5" i 10 CLIP W/ 3-"12 SCREWS CONTINUOUS FLOCK SLAB AT EA MEMBER I1 INTERIOR f 6005152-33 CONCRETE „c-LAB/FOOTING LOCATIONS 5TUD5 s 16" C.C. PER FOUNDATION PLAN I - 6007200-�1 I 6007200-Q1 DETAIL NM a 1/2" 1'-i1N 0.14"0 X 1/2" SNOT PINS e 48"" O.G.-�62T125-33 CONTINUOUS VAR TRACK PORTAL FRX-1E 2" MAX BEAM BY BUTLER ! 0.145"0 X 1/2" SNOT O.C. 6007125 TOP I FIN!SH PER `"'--ARCH PLANS TRACK. TH!CKNESS TO MATCH STUDS 6 0C! O 6" STEEL STUDS 16" O.C. i O STUD CLIP W/ I -LEG CUT AWAY \ SCREWS AND BENT AS SHOWN. �TCA EA STUD , �-- � _RA,K MAX \\ 2 - 600513'1-54 X� 1 1/4" �I I! .91 SPANDREL 68r X 2" WIDE Iilx PANEL + I 600T125-43 STRAP. SPACE C X J ABOVE + BOT TOM TRACK 32" O.C. IN 16'-8" STUDS c HIGH WALLS, 48" E -t6" O.C. . L F.O.S. O.C. ALL OTHER WALLS. ALIGN W/ 0.14"4, X 1/2" 5H0T PINS TO BOTTOM STUD OF CANOPY BEAM. TOTAL 4 D�T,�41L 2- 3627125-33 CORNER STUDS AS SHOWN. LAMINATE "10 SCREW 6 12"O.C. FULL HEIGHT DETAIL CANOPY BEAM ? Nre 2 BY BUTLER DETAIL I eW2.9 ip �I 6" STEEL STUDS 6007125 BOTTOM 4 TRACK. THICKNESS TO MATCH STUDS I j I m i I k� d3,7 -33 � 6 16 " O.C. NTe 2 3/8"m 51MP50N "CRIMP" ANCHORS MODEL CD18200M 1/2" 6" 1/2" SPACED SHOWN BY 'ANCHOR t CLIP --' '' �U� SPACING' NOTED ON PLAN � I LRF' 1/8" 010 SCREW EACH FRAME BY ENCLOSURE PER —� STuD EACH SIDE BUTLER ARCHITECTURAL PLANS - - NOTCH BOTTOM TRACK I PL6X8X1/8 6005137-E,4 STUD AROUND FRAME I • • EACH SIDE �_� _--___. __ ._ ___.____.� 4- "!2 SCREWS TO BOTTOM TRACK BUTLER FRAME j HSS6X6X3/'6/ - � — - --- — L 11/2 X II/2 -68r I>e 5" i 10 CLIP W/ 3-"12 SCREWS CONTINUOUS FLOCK SLAB AT EA MEMBER I1 INTERIOR f 6005152-33 CONCRETE „c-LAB/FOOTING LOCATIONS 5TUD5 s 16" C.C. PER FOUNDATION PLAN I - 6007200-�1 I 6007200-Q1 DETAIL NM a 1/2" 1'-i1N 0.14"0 X 1/2" SNOT PINS e 48"" O.G.-�62T125-33 CONTINUOUS VAR TRACK PORTAL FRX-1E 2" MAX BEAM BY BUTLER ! 0.145"0 X 1/2" SNOT O.C. 6007125 TOP I FIN!SH PER `"'--ARCH PLANS TRACK. TH!CKNESS TO MATCH STUDS E_��EXTERIGR SIDING 6" STEEL STUDS 16" O.C. i 45 RECU!RED DETAIL G� NTe r ,I 111 � N of Ni _N, - L 11/2 ><1 1/2 -54r X 10" L CLIP W% 1 -LEG GUT AWAY AND BENT AS SHOWN. — G ANCHORS. TOTAL 4 TYPICAL BOTTOM TRACK t WALL FRAMING AS NOTED CORNER FRAM BY BUTLER 2- 3627125-33 G 0: -- SNOWN. LAMINATE SL = F.O.S. "1C SCREW C 12" O.C. FULL HEIGHT 6° MAX 3/8"m 5!MP5ON CRIMP - :�- ANGHCRS SPADED PER PLAN. 5" DETAIL hI I BOTTOM n y„ o 2 6 MAX �/. m 51"11 5CN GR!!"P TRACK i ANCG-!ORS. DETAIL e NTe 1.. U I� FRAME BY I BJTLER ENCLOSURE PER 6005131-54 STUD ARCHITECTURAL PLANS EACG4 SIDE 3 - "!O SCREWS ^- - - STUD TO CLIP. i Ll� XI; - 54r X 4" 3/8°m S!MPSON CRIMP CLIP ANGLE!; ANCHORS. TOTAL 2 EA CLIP EACH SIDE. o �! SL !I \KIN65TUD5 AS 0. 5. NOTED DETAIL rR� NTe _ 2. HATCHED AREA LIQ X1 - 54m X 4" 6005131-33 5TUD POURED WITH PORCH SLAB CLIP ANGLE EACH SIDE.\ / / i/ 6 005131-33 5'UD5 i(oll C.C. U � C 2 - 3/8"0 S!MP50N j CRIMP ANCHORS. Q1 BUTLER COL 51MPSCN CR!t F I ANCHORS. TOTAL 2 EACH SIDE N 1 7 O411 IL u � 1 N O CMETAIL L NTS n X X z, DETAIL N we�anv�r a .. .NTe 6005152-33 STUCS 6 16" O.C. L 1� X Ij -68r X, 5" CLIP W/ 3-"12 SCREW'S EA MEMBER 6GCT2C0-Q1 BUTLER FRAME DETAIL O ^� 2 3 - "!O SCREWS EACH SIDE (TOTAL 6)\ CCUBLE 'C' GIRT BY BUTLER 71 012 SCREW s/ TCF TRACK 12" O.G. TYPICAL 6 - 010 SCREWS TOP STUDS AS TRACK TO EA CLIP NOTED 5/1(0110 SCO7125-54 X Co" LONG CLIP. SPACED AS NOTED ON PLANS DETAIL NTe �.T�' PERMIT # BUM COUNTY DEVELOPMENT SERVICCES REVIEWED CODE COMPLIANCE DATE BY � _ (' DBL G -GIRT FRAMING BY BUTLER /gYM^SETR!CAL C BUTLER !�' ABOUT CL BUTLER PURL INS 1/2 MIN �, FRAME I _ CRIPPLE STUCK BUTLER PURLINS„ 0.14 X 1/2 S1.40T m 51s O.C. PINS IT 48„” O.G. 3627125-33 CONTINUOUS TRACK 800T 125-33, ROOF BEAM 2” BY BUTLER I j 600712 5-6 8_ 4 m TCP T r co K c4 3 C. RAS< SPL ICE PER j �p� BCOSi62-g'1 44' 0.145"4 X 1/2" SHOT ct) F 3 - "12 SCREWSFINS r 16" O.C• EACW PURLIN ! 1 q cn ' `d" BUILT JP 4 -DEADER { 60CTin TOP > Z 6006131-33 1 TRACK TW!CKNE50- �i 8C0T125-68 STUD5 16" C.C. i i TO MATCH STUDS i i cn 1 1 ( O 8007 25-33 57 EEL STUDS EEXTERIOR SIDING Q c� cb - 16" O.G. AS REQUIRED d SOOT125-68 DETAIL � �� NTs DET ,4IL NTe 2 BCOSi3'i-33 CR!PP CUT Au)4Y BRACE F-4NGE6 FCR 2' FRO ! IBUTLER PURLINS DBL C -GIRT END AND BEND WEB FLU5W TC F"URLIN. 3 - 5'• C.C. BY BUTLER 'C SGREWS. TYP'AL EA END_ CRIPPLE STUDS 19'-5"± OPENING C TOP TRACK ' N! T1-I!C<NE65 TO 20' CL TO CL FRAMES 6006131-33 BRACE AT rr�l MATO-i STUDS (1'14X: O.C. I TYP ELEVATION L NT6 i j ACUSTADECK 6 - 012 SCREW'S EACH FESIDE (TOTAL 12) •'O SCREW EACH CEILING 8Q0T125-?-1 X. 16" STUD EACH 61DE DCUBLE 'C' GIRT CLIP. AT K1NG5rU 3 •C SCREWS / BY BUTLER I EACH BRACE r4 \ CUSTOM TCP R CK WEADER"-- TR4CK SEE f GUT TCP OF STUDS �� TO MATCH SLOPE - 7_ 012 SCREW 600613-1-33 1 � � T P Z STUDS v 16" O,C. 6007125-33 i j, j Y TOP TRACK 6 - "!O SCREWS q V I TRACK TO EA L 1� X 11 91m SILL _ - BOTTOM TRACK I CLIP GL!P Wl 3-"!2 DETAIL. �� fl ~ II 1! / Tr~IGKNESS TO ' i EQ EQ SCREWS EA M MATGI 15 T UD5 TYPICAL NTS �, o _. ! DS A f 1 �KINsS UD > I i NOTE I AS NOTED j I \ CEILING PER \ ARCW. PLANS \ \ DOUBLE 'C' GIRT,-- \ BY BUTLER/ 012 SCREW s 24" O.C. EA S!DE I EXTERIOR SGOt125-a3 SOFFIT PER TOP TRACK ARCH. PLANS i 010 SCREW 12" O.C. EA SDE LOCATION ! NI &006137-33 ZI STUDS c 16" O.G. �I LES ' i I 5007!25-a3 BOTTOM IRAGK I7 I I 1 1 ! LONG CONCRETE � �� D 6L45/FOCT!NG PER I�\� FOUNDATICN PLAN BUTLER 6 _ F^.5 22 CT I ON _ NTS \ X 5 1/2" \ \ EMBER /� \ CEILING PER ARCW. PLANS J CRIPPLE STUDSAS WHERE REQ'U!REDELEVATION ROC BEAM BY BUTLER j , EXTERIOR SCF=1T SW. -� PER ARC"PLANS 1 ' P NTS 2 I - NEAT CUT FOR TIGHT FIT AT 6PLICE\ �� ! y / 4/ • j ELEVATION WUD ICAL ' =-5 CRIPPLE I STUD KINGSTUD HEADER/SILL F 3'-0" TO 6'-2" 600513'1-d3 6005131-33 6006200-68 (oCOT125-33 G 6'-2" TO 12'-2" 6CC5131-33 8005131-33 6006250 -?-1 600T200 -Q i 12 1 800513-1-33 8006131-33 8005131-68 1 800T125-33 1 6'-0" TO 12'-2" 1600513-1-33 6006131-33 6006200-54 6007200-68 6COT125-43 TOP TRACK SPLICE PER KINGSTUD AS NOTED 0010 i L 1 1/2 X 1 1/2 -68m e • �' { X 5".CLIP ANGLE. /6 - ' �. •, 1 � �l ; jj �' _ 2 - •10 SCREWS I"` \ 6006!3-1-4iNVR'ED ELEVATION C SIDE ?RACK SECTION WI W srUDa, o.cNT812 .0 SCREWS ,. � Zip .9 .� I, ! REWS �i • I { CRIPPLE STUDS TOP TRACK j I TWIGKNESS TO j TYPICAL STJDS ' BUTLER PORTAL Z MATCH STUDS \BOTTOM 45 NOTED ON FRAME BEA*'—`- TRACK WALL PLAN TYP �� y SPECIAL NSPECTION .40 r 3/8"mX3" 6iMPSON 1 DETAIL G NTS 2 CUSTOM FABRICATED TOP TRACK MADE 3 IN 12 FROM 54m (16GA) SWEET /STEEL C 600-125-33 X 12 6" CLEAR SPLICE AT JOINTS, SIM. TO G/52.6 DETAIL D N78 2 �� "TITEN-WD" ANCHOR �'�'II�O I'� INSTALLATION OF 600712 5-43 �.--- W STUD STUD KINGSTUD CONCRETE J li 3'-0" TO 6'-2" 6005131-43 6005131-33 6005200-68 BOTTOM TRAGK K �V 80CT125-33 TITEN-NO SET ANCHORS. (000-,12e-33 BOTTOM FOUNDATION PLAN. TRACK n 12 1 --. -` DETAIL N 22f FCUNDATICN PLAN FF .NTS NTS ''' HEADER v�NIN y SECTION. n� T NTS \ d1 D z qI S7 W cn TYF' Z L Y �� Y q 1 SILL (L I Rif ~ IJP.. T 1j �I Ii 11 1i !1,. �� "TITEN-WD" ANCHOR �'�'II�O I'� INSTALLATION OF 600712 5-43 �.--- W STUD STUD KINGSTUD CONCRETE J li 3'-0" TO 6'-2" 6005131-43 6005131-33 6005200-68 BOTTOM TRAGK K 5LAB/FOOTING PER 80CT125-33 TITEN-NO SET ANCHORS. (000-,12e-33 BOTTOM FOUNDATION PLAN. TRACK n 12 1 --. -` DETAIL N 22f FCUNDATICN PLAN FF .NTS NTS ''' y SECTION. � 800 i 125-33. ; •10 m 12" O.G. GCNCRETE FULL i-4EIGµT STUD EACH SIDE I 5LAB/=007NG PER 12' FOUNDATICN F" AN BUTLER SL F.0.5. SIZE VARIES {- -��\ 22 BUTLER COLUMN I 800712 5-6 8 SECTION GIRT CLIP (543164) LEG DOWN I � X8005!62-91, tr78 BUILT UP HEADER 8005162-a1, 8007125-68 800T125-33. ASSEMBLE 2" CLR BOTTOM TRAGK IN PLACE W!CKNES6 TO 1/2" 1/2" MATCI-I STUDS __ - - _ - ^ - - __ l" WIDE X 54m (- -! 4 CONTINUOUS BAND "1O SCREW 6 16" C.G. > ► 1 1 ? ( - J i F cNETRA T E BOTH TRACKS — j C.!45"m X 1/2" SWOT W"ERE OCCUR CRIPPLE STUDS — PINS u9 16" O.C. ��' _ ir 600T125-33 BOTTOM c c c ! I I TRACK WHERE REQ'D WW�R� R�QUIR-._D I- ��a,'YP 7771W E60Ct!25-43 -� BEAM BY/ - c r=LEY,ATIG�lS J rr,*� t_ J TOTAL C° 4 BUTLERlo O TRACK REQUIREp 3" I SPLICE PER 800513'1-33 CRIPPLE STUD ABOVE AND BELOW DETAIL ® SECTION MTa NTS 2 BUTLER PURLINS BEAM BY, BUTLER ,NTER!OR FIN'S PER ARG". PLS AN J Xi TYPICAL CRIPPLE cO"G" _RACK � ELEVATIONS W STUD STUD KINGSTUD HEADER/SILL J li 3'-0" TO 6'-2" 6005131-43 6005131-33 6005200-68 60CT125-43 K 3'-0" TO 6'-2" 8005131-33 800513-1-33 8OCS131-68 80CT125-33 r=LEY,ATIG�lS J rr,*� t_ J TOTAL C° 4 BUTLERlo O TRACK REQUIREp 3" I SPLICE PER 800513'1-33 CRIPPLE STUD ABOVE AND BELOW DETAIL ® SECTION MTa NTS 2 BUTLER PURLINS BEAM BY, BUTLER ,NTER!OR FIN'S PER ARG". PLS AN J Xi cO"G" _RACK � c+1 SNOT PINS _60GS131-33 STUDS 6 16" O.C:. LI ly 3 - •12 q SCREWS (000-,12e-33 BOTTOM TRACK n 6007125-33 TCP TRACK C -=LICE PER #- 6COT 2 43 cO"G" _RACK � X 1/2" SNOT PINS 3 - •12 SCREWS 5" CLIP n 12 i\ CCNGRE7E --. -` — ,+ 6L4B/FGOTING PER 22f FCUNDATICN PLAN SECTION .NTS BUTLER FRAME X 1/2" SNOT PINS 3 - •12 SCREWS 5" CLIP n l7 y SECTION. T NTS 2 pttiN91T # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED OR AIVVG CODE COM DATE 24 GA STEEL 2d GA STEEL ACUSTADECK ACU5TADECK CEILINCEILINS J G _J 1. "1 I ! .. GU5T0`1 TOP "10 5CREJU 4GU57ADECK TRACK TRACK. s 8" O.G. I CEILING "10 SCREW SEE s 8" O.C. Y,XX 7 125-30 TOP J TRACK SIZE TO MATCH STUDS \,-UT 5TUD5 TO MATCH J CEILING SLOPE TOP CCPMECTION - CASE I TOP WtCCTION - CAeE Z N r`- 7_ 0.145"mX P, 514011 ; PIN s 32" O.C. XXXT125-30 ' CONCRETE BOTT01`1 TRACK. SIZE TO P14TCW FLOOR SCUDS 1 / i CTICI rA NT8 2 XXXT!25-33 TOF TRACK, DEPTH TO MA7CF-I STUDS, SFLICE PER Z5 xxxSI31- IS 5TUDS s !6" O.C. SEE FLOOR PL AN \ — FOR DEP7H 0.145"cX 1" 5"07 FIN s 32" O.C. XXX7125-33 50T 70`1 TRACK. DE`=T+-+ TO M47Ct-4 T. e No SECTIO! ►� 2 V_ CEILING JO!57 s 16" C 45 NOTED ON PLAN CCNCRE7E FLOOR CEIL INS 'C!57 s 16" 2507125-30 BRACE AT O.G. AS NCTED ON r !DSPAN WERE / ALAN I t-----_.__-- � I 77 -- —�--- - EA S`UD �2 - "10 EA 57100 1 CE LIN5 JOI57 E 16" \L=DG ER 71--,4CK CC" AS NC7ED ON' 3'o2T'25-33 AT JC!S7 PLAN 6007125-43 47 JC!57 02 6CC725-68 AT JOIST "3 �� XXXT-'25-33 LEDGER T \7R4C< U,/ DEP71-4 70 6005125-18 CRIPPLE STUDS TYPICAL \ n W K1NG57'UD DEADER/SILL I D 3'-C" TO 8'-2" 6005131-33 6007125-33 E 8'-2" TO 12'-2" 6005!31-54 6COT125-54 `r 12'-2" TO 15'-2" TYPICAL STUDS 6C07125-68 AS NOTED ON FLOOR PLAN 3 � +DEADER � l =Q � a- N � Z Z __T F_ YP U � � Q (Y SILL ILI Ti t 6005!25-18 CRIPPLE STt;GSt, / /! WHERE REGU!RED $2 .�' uj— 7YP (ELEVATION ,I W K1NG57'UD DEADER/SILL I D 3'-C" TO 8'-2" 6005131-33 6007125-33 E 8'-2" TO 12'-2" 6005!31-54 6COT125-54 `r 12'-2" TO 15'-2" 6005131-54 6C07125-68 ELEVATI�lSA2. � Nlb n_.l n��J 1�l1_!��_I� 1_ JLII J1.__�Jl n I n n �1I1L_�LJ I OPEN FOR I OPEN FOR 60CT200-33 WINCOUJS W`NDOWS II _. _ If if If j 4 it % L If !' if i t 60CS!25-18 FRAMING � INFILL. FR4"'1;N5 AT OpEN!145S PER Z 7YA �. OR 2. r=LEVATICNS C- NT8 - 1 C2 Y_ STUDS s 16" O.G. STUDS s 16" C.S. ��--- -- --- —� SIZE AS NOTED ON SIZE A5 '07E=) ON FRA 1N5 PLAN. FR4-!N5 PLAN. CEILM, • WALL - CASE I CEILMG • WALL - CA8=' 2 I 1 SECTION, C NTO 2 ♦ ♦ w ♦ �w II 2- 010 SCREWS �I i s 6 " 0. C.. TG I ACUS7AD�CK � CUSTOM FABRICATED TOP TRACK MADE FROM 54m (1654) SHEET STEEL —1 3!N12 — I =' N I I 6" CLEAR CUT TOP 0= STUDS TO MATC✓4 SLOPE i. - Q, DETAIL H \ CEILING PER/ "�— ARCH. PLANS DOUBLE 'C' GIRT \ BY BUTLER ! 800T125 -54X 6 CLIP. SPACING AS SWOWN BY 'ANCuOR t CLIP EXTERIOR SOFFIT SPACING' NOTED ON PLAN. PER ARC4 PLANS 6005131-43 6007125-43 I STUDS is 16" O.C. TOP TRACK , 5/8" WOOD STRUCTURAL PANEL FLOOR. I to 7 i ? 120052002-68 JOISTS s 16" O.G. I I N 6005131-43 Z O 600T125-43 I i5 BOTTC!'l TRACK II f FG CONCRETE SLAB/FOO T 1N5 PER FCUNDA'ION PLAN BU"LER SQL F.D.S. SECTION I m PERMIT # Bum Cp�?N7y pEVELCPMENT SERVICES REVIEWED COMPLIANCE CODE COMP DA By_________— of ti 13 aOOT200-6a 17 FLUSH HEADERI 14 12'-41. IS' -1011 `" 0' 17 3 I 17 C" � II � 3ox36 u� I1 n I IACCESS nl `-_ '- J I — —1 OPENING m! t ! L� `—rl j ABOVE ir- 71 1 61, r- PROVIDE DBL I `6005131-33 I STUD UNDER 2 ,-BOOT200-6a / HEADER END ct�! ! H � t BLUSH u_ADER II n to I I I n -------------1!-- L PROVIDE DBL 6005!37-33 ! 3 /STUD UNDER I-IEADER END ! 3 r I I r ;I 800rzo0-6b FLU5H HEADER FLA"MrOfZl 1: MAIN WALL 4. 5fRACINS FLANT 18'-4" 8'-411110 lo 11 121-411 c", ACCESS 1 CPENiNG ;' 3 3 ABOVEr i Irv; �.. __.. 1 ll I FLA"I"F"0 1: FLOOR, FRAMING i i 1 1! X I 1__T Q -- -1 I l �' 3 3 I i J -z 0 It3y 1 1 r - D —n 3 r - tl I ! 11 i1 I I I! t ! I! Ii ! I 3 r 03, (- i+ I II X Q X Q I. fl 3 UPLATFORMS 2 3: MAIN WALL 4 5rw5AC;jNG PLAN 14 16 �9 KEY STRUCTURAL WALL CONSTRUCTED WITH 3625'62-33 OR 6005162-33 STUDS AT 16" O.C. 17 777,71111777777 BRACE WALL CONSTRUGTED WITH 3626'62-33 OR 6005162-33 5TUD5 AT 16" O.C. SHEAT HED WITH 7116" OSB. BOTTOM TRACK TO BE 1 1/4" DEEP 54m TRACK WITH DEPTH TO MATCH STUDS. OSB ATTACHED W7" OPXl" WAFER HEAD SCREWS AT 6"/6"/12" C.G. PROVIDE 33^01 BLOGKINCI AT ALL PANEL EDGES. WALL SIDE 0 T u 5HE4TH1NG INDICATED. — — — — — NON-STRUCTURAL PARTITION CON57RJCTED WITH 3625131-33 OR — — — — — 6005131-33 STUDS AT 16" O.C, C FRAMED OPENING. SEE TYPICAL FRAMING DETAILS ON SHEET 52.1 _ STRUCTURAL HEADER. SEE 3 - - - - - - - - - 51P1PSON GSIa STRAP CONTINUOUS FOR LENGTH 5H0WN X 61MP5ON S/4D8 WOLDO'?,N. SEE 83. 5/8" WOOD STRUCTURAL PANEL EL' (INDEX 40/20). ATTACH "aX 1 1/4" WAFER HEAD SCREWS AT (o "/6 "/10" O.G. \ ^1 i 6005162-5� JOIST IT 16" O.G. t TYPICAL I ! ! � li I1 1! i! it 0 r 30X36 ACCE55 OPENING ABOVE L- - -- A I C21, 22 3OX36 ACCES 'ENI ;OVE /a" WOOD STRUCTURAL ANEL FLOOR. (INDEX 0/20). ATTAGH •aX 1 4" 'W'AFER HEAD CREWS AT 6 "/6 "/10" .c. 14 17 1 WALL/,\ FRAMED TO { I r/A (FC — — — — —1 STRJGTURE 149 lbs. ABO'✓E { 1 1 / 30"x36'1 /1 / 5 ACCESS 1 i OPENING / L — 859 lbs_ J �; CpEN TO ATTIC — I ! NOTA FLOOR, ,-' % 2820 Ibs. I / /G1=1LIT�G,RA'"Cs ,A5 — -- — — — S,40iJ'4 ON fS EY 52.1 / T104 i OPEN TO ATTiC 2ND FLOOR 5e,_5111 5i8" WOOD STRUCTURAL PANEL SPLICE R(M FLOOR. (INDEX 40/20). A TACH JOIST TO I 13 14 16 FLA"i 't-OF116 2 4, 3: FLOOR 1.1 C/ I .7 I , V FLOOR JOIST + PER 19 3 NOTE: CeB 5"EA7H1NG TO BE AT`AGHED TC HOLDOWN 5TUD5 WITH 'a SCREWS AT DE6'GN4TED EDGE DISTANCE. 2 - 600S162-54 O.G./! HOLDOU.^�i STUDS. Z B TO B. Ar- GESS 24 - ''�O SCREWS � -ENING ABOVE I HO_DOWN TO 5TUD5 HOEDOWN I., 1 600T125-54 TRACK "! 2 - "0 5CREW5 EACH N i / STUD TO TRACK •-1' GCNS T R iG T ICN JOINT 5/a"m THREADED RODaI BETWEEN FLOCK AND SET WITH S=MPSON FOOTING SET -XP cPDXY SYSTEM u (5P INSP CTION REG'D) DETAIL KOA_� SPECIAL INSPECTION REWIRED NTBFOR INSTALLATION OF EPDXY A3. SET ANC4-O . PERMrT TE COUNT EEFBUTREviWEDOR CO�ECOMpUANC E 23 I WALL FRAMED TC 30"X36" I t STRUCTURE ABO` -E ACCESS OPENING\ WALL FeAMED Tc sTRJGTuRE ABOVE � I _ — -- — — (-- j ------ 125"x 44" 1 u� > X lbs. 228 i 0 ! 1400 LBS i 1566x !bs OP✓N TO AT I iG 30"iC46" ACCESS E5 VE NOT A FLOOR0 ►- o r- — — ul 1 /CEILING FRAMING AS'/ /CR ui ui 124"x 44" 1 ly i2 LL w 5H0WN ON 5HEET 521 /THi5AREA �' /// 4[Y ��------ 1224 !bs. 0 a / . ,/ 1!- -, it ` � ` i �/ II ./` ,; WALL FRA^'IED TO 5TRUCTURE ABOVE \� �_•.�' r' 13 14 16 19 21 r21 FLA"I"FO S 2 4 3: 2ND FLOOR... PLAN 5i8" WOOD STRUCTURAL PANEL SPLICE R(M FLOOR. (INDEX 40/20). A TACH JOIST TO I 13 14 16 FLA"i 't-OF116 2 4, 3: FLOOR 1.1 C/ I .7 I , V FLOOR JOIST + PER 19 3 NOTE: CeB 5"EA7H1NG TO BE AT`AGHED TC HOLDOWN 5TUD5 WITH 'a SCREWS AT DE6'GN4TED EDGE DISTANCE. 2 - 600S162-54 O.G./! HOLDOU.^�i STUDS. Z B TO B. Ar- GESS 24 - ''�O SCREWS � -ENING ABOVE I HO_DOWN TO 5TUD5 HOEDOWN I., 1 600T125-54 TRACK "! 2 - "0 5CREW5 EACH N i / STUD TO TRACK •-1' GCNS T R iG T ICN JOINT 5/a"m THREADED RODaI BETWEEN FLOCK AND SET WITH S=MPSON FOOTING SET -XP cPDXY SYSTEM u (5P INSP CTION REG'D) DETAIL KOA_� SPECIAL INSPECTION REWIRED NTBFOR INSTALLATION OF EPDXY A3. SET ANC4-O . PERMrT TE COUNT EEFBUTREviWEDOR CO�ECOMpUANC E SIMPSCN GS18 STRAP 1 I i CN RIM JOIST WHERE i 6005125-'8 STUDS 16" C.C. WHERE REQUIRED OM'T 2ND 5/8" WOOD STRUCTURAL I ` FLDOR WALL AT PANEL FLCCRy 60CT125-30 S1 i 1 BOTTOM TRACK i �WuERE REQUIRED 33"1 R'M JC!ST. DEPTH TO MATCH FLOCR JC'STS. SPLICE JOINTS FER SPLICE ALL JOINTS PER SCREWS C 12" C.C. 3 i j 08X1" WAFER HEAD FLOOR JOISTS 16" i SCREWS AT 6" C.C. O.C. AS NOTED ON i T/16" OSB STRUCTURAL FRAMING PLANS ( �I PANELS W4-IERE SNOIJN ON FRA -;NS PLAN 010 EACH JOIST I! STUDS 6 16" O.C. SIZE AS it 1NDIGATED ON FLAN. DETAIL � Nt8 '8X1 1/4" WAFER HEAD SCREWS AT 6" O.G. "OX I 1/2" SGEWS ! 6005125-18 STUDS REQUIRED OMIT 2ND "E3 SCREWS 6" O.G. FLOOR TO BLOCK WALL AT ! 6007125-3C SIM, 5/8" WOOD STRUCTURAL I BOTTOM TRACK PANEL FLOOR \ �WNERE REQUIRED j 33M S OR T RIM JOIST. _-DEPTH TO MATCH FLOCR JC'STS. SFLICE JOINTS PER 3 �.� • � � O SCREWS 6 12" O.G. F "8X1" WAGER i- EAD SCREWS A- 6" C.G. FLOCK JOISTS 16" ��T/C5B STRUCTURAL O.C. AS NC T ED CN PANELS WHERE S"OW^v FRAM;NG PLANS . ON FRAMING PLAN 33 MIL S OR T BLOCKING _ -45" CC, D=F-H TO MATO" i ``TL;DS e' 16" O.C, SIZE AS FLOOR JUST\INDICATED ON PLAN. ALIGN I STJDS WITH JOISTS A- 040 SCREW EA BLOCK � BEARING WALLS. DETAIL e "8XI 114" LU,4r-ER HEAD SCREWS AT 6" O.G. op - 5/a" 85/8" WOOD STRUCTURAL PANEL FLOOR.\ FLOOR JOISTS 16" O.C. AS NOTED ON FRAMING FLANS 33 MIL S OR T BLOCKING e d8" O.G. DEFTH TO h1ATC" FLOOR JOIST "'O SCREW EA BLOCK WCOD STRUCTURAL PANEL FLOOR.` R!MJC!5T TRACK —HEADER. SIZE FER 1 ABLE LI 1/2 X 1 1/2 X 33,r / C-!LIM W/ 3-`00 EAG l MEMBER TT'F!CAL \.O SCREW EAGN EACH S!DE JOIST TOP AND BOTTOM ELEVATION! TRACK E ii 60OT20G-68 F NA DETAIL NTS 5/8" WOOD STRUCTURAL PANEL FLOOR. Y LI 1/2 X 1 1/2 X 337 CLIP W/ 3-0l0 EACI-a 2 -8007200-68 MEMBER. TYPICAL HEADER BACK EACH SIDE TO BACK DETAIL NTS u Wo SCREWS 12" G.C. 5i" FSON GS18 STRAP CCNTINUOUS 33"^ c CR TRIM JOIST. FOR LENGTH SHOWN ON PLAN. DEFT6 i T O MATCH FLOCK ATTACH TO BLOCKI� n� Qui �nicT JOISTS. SFLICE JOINTS PER EACH END WIT,4 10 SCREW e 12"! 0ETAIL rE� Ww"Im,NTS U3l I V . i I ' 60os 3--33 i ! CEILING JOIST i i > i ♦ ! '"C EA STUD f \LEDGER TRACK i 3627125-33 AT JC!ST -I 6007125-43 AT JC!ST 02 r 6007 25-68 A- JUST 03 ! �I i tt S UDS m 16" G.G. SIZE AS NOTED ON FRAMING FLAN. DETAIL D HTB. 3 5/8" WOOD STRUCTURAL /PAN=_� FLooR. FLOOR JO15-5 $ !6" O.G. AS NOTED ON FRAMING PANS Li 1/2 X I I; 2 X 33,^ CL'- W/ 2-"10 EAG" M�M�ER 5/ STRJCTURA FLOOR, NC 60067125-33 E GUT A'W'AY FLANGES AT EACH JOIST. DETAIL }� NTS CUT AWAY C SEGT1OhI TO TOP TRACK FLANGES. LAP WEB TcC BOTH SIDES SIDE OF KINGSTUD A"VD TOP TRACK ATTACH W/ 5 - "0 i ♦� SYMMETRICAL ---� ABOUT CL ♦ 11 1 /16" OSB STRUCTURAL PANELS WHERE SHOWN ON FRAMING PLAN SCREWS EACH :INC UJ=a TO JCIST Z JCISTS — 'LAN DETAIL I me NTa --"i0 EACH SIDE IG :N OF JOIST IAL »8 WAFER HEAD SCREWS 6 o.c. DOUBLE 120GS�3�-68 HEACER DER TRACK "i0 c i2" O.C. TO TCP TRACK B07H SIDES (0005i(02-33 STUDS TYPICAL I 600T125-54 SOTTO^ TRACK 3/8''°X3" SIMPSON r- ';TiTEN_1-ID" ANCHOR cam, ELEVATION R SPECIAL INSPECTION REQUIRED NTS 3 FOR INSTALLATION OF TITEN-HD SET ANCHORS. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DgTF DY— v- j "8X1" WAFER HEAD i SCREWS AT 6" O.C. l '; ; li \ i/16" CSB STR'UGTURA_ PANELS WHERE SHOWN ON FRAMING PLAN ilk iI STUDS E 16" G.G. SIZE AS NDICATED ON PLAN, ALIGN STUDS W!-" JG!S*s- A- BEARING WALLS, 0ETAIL rE� Ww"Im,NTS U3l I V . i I ' 60os 3--33 i ! CEILING JOIST i i > i ♦ ! '"C EA STUD f \LEDGER TRACK i 3627125-33 AT JC!ST -I 6007125-43 AT JC!ST 02 r 6007 25-68 A- JUST 03 ! �I i tt S UDS m 16" G.G. SIZE AS NOTED ON FRAMING FLAN. DETAIL D HTB. 3 5/8" WOOD STRUCTURAL /PAN=_� FLooR. FLOOR JO15-5 $ !6" O.G. AS NOTED ON FRAMING PANS Li 1/2 X I I; 2 X 33,^ CL'- W/ 2-"10 EAG" M�M�ER 5/ STRJCTURA FLOOR, NC 60067125-33 E GUT A'W'AY FLANGES AT EACH JOIST. DETAIL }� NTS CUT AWAY C SEGT1OhI TO TOP TRACK FLANGES. LAP WEB TcC BOTH SIDES SIDE OF KINGSTUD A"VD TOP TRACK ATTACH W/ 5 - "0 i ♦� SYMMETRICAL ---� ABOUT CL ♦ 11 1 /16" OSB STRUCTURAL PANELS WHERE SHOWN ON FRAMING PLAN SCREWS EACH :INC UJ=a TO JCIST Z JCISTS — 'LAN DETAIL I me NTa --"i0 EACH SIDE IG :N OF JOIST IAL »8 WAFER HEAD SCREWS 6 o.c. DOUBLE 120GS�3�-68 HEACER DER TRACK "i0 c i2" O.C. TO TCP TRACK B07H SIDES (0005i(02-33 STUDS TYPICAL I 600T125-54 SOTTO^ TRACK 3/8''°X3" SIMPSON r- ';TiTEN_1-ID" ANCHOR cam, ELEVATION R SPECIAL INSPECTION REQUIRED NTS 3 FOR INSTALLATION OF TITEN-HD SET ANCHORS. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DgTF DY— ADMIN CORE (BUILDING INTERIOR) LIC-NTC-.4USE FRAMED WALL TC STRUCTURE ABOVE i /362513"-33 STUDS c '6" O.C. r _i I 3 c- !r__ . MECHANICAL pjx)M - 545 OF. �! —` ,n; � ACCESS uATC4-� t m' — �I LADDER TO MAIN Li I I Foo MP ROOM (BUILOMG MTERIOP --1 J 0 �21 6" 14 5/8" WOOD STRJGTJRAL PANEL FLOOR. (INDEX 40/2C). AT-, AG�4 "8X 1 1/4" LUAFER ✓•-LEAD SCREWS AT 60'-O" 20'-O" ORIENT JOIST/HEADER FOR WEB ALJAY FROM OPEN!NG- I' �1000S162 -68 3 JCISTs s 16" CG. 17 20. T? piGAL 22 x P'RCVIDE 6CCT33 BEARING STIFFENER W/ 5 `0 SCREWS TC JOIST. SEE 3 FLA"I"FORM 4 FLOOR F-RAMING F.R. OGGUPANG` SEPARATiCN WALL I ,--_ GON :AJOUS FLOOR 70 R^,OF. �� cLEAe � 5�e" Woo:. STRJGT�,RAL PANEL C�OOR. 6CO7125-33 GONTINOUS "IC SCREW!O" OC. TC,10f57 t STRUT v /r 01`1 AD^ ;C!ST: OCCS62-68 II TO ALiGti LU JO'STS E i6" Oc STRUT Ir T PIGA� ii r/ BUTLER V4M•��_oM 3 DETAIL NTS JOIST SPLICE TC ALIGN W/ GENTER OF BJ T LER FRAME WuER REQUIRED 5/5' UJCCD STRUCTURA_ PANEL FLOOR. \ 2- 0.14"m Y. 1;2" 5«400 / PINS e 12 O.G. EA BLOCK. DETAIL NTS "8 SCREWS 6" C.C. TO BLOCK 6" SIMPSON S/JCT HANGERS TYPICAL SIM v ''Cti''�✓Ole - CCG TC R✓�. t 1 i - cc:. -0 S C0,5 4a2-6� 011:"0 X '12' S"OT REQ PNS 24.. �,� i , .� ''� � PGRTAL FRA"E j 5uTLER IOOOT125-54 BLOCKING BET'_EEN JOISTS G X 12" SPL! E PLATE U.;L4ERE RECD. 4_ SCREWS TO EACH JOIST SECTION. STEEL FRAM= BY BUTLER EXPOSED DETAIL G wlac:) STRUCTURAL PANEL FLOOR.\ !CCOS!62-68 JCISTs � .6" O.C. TYPICAL 6C0733 BEARING S`!===NER W' S "'C SCBE"...'S TO JOIST. FLOOR BOT -L SIDES WERE SuCWN I A \ ST'FFENER REGJIRED CA vfrI= A- C'SCONT'NUOJS JOISTS 1 w"mETAIL rr=- NTS 3 PERMrr # BUTTE COUMY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY of I I I I I - -1 I I 1 I I I -------------- I- e, - \ - --1 -'1 1 \ - r �7 , 11 I y. I PROJECT NORTH OR ENLARGEMENT, SEE SERIES M3 -1 F 1�� ��/� I/: f I:� } %_" ` , '-/'/ 1 " I I , ill' "I 6"O CHGS/R B.G. 1.'T',, � ��`_ { . •,� [` r' �� I 1, I`\ FOR*ENLARGEMENT SEE SERIES M2 / i, I *o ', I, :,4, A� V - 1. 4'� ,-CHWS/R B.G. --- -, y" 3 ` ` \ ' `, ! i I\ \\\ ^�,, FOR ENLARGEMENT, SEE SERIES M4 /" <=1.1 /' 1 / '_ , r J /�� ✓ y \ 1. I /' \ / \ !/ \ j ° ` 1. \ /� 11 I- / 1 11 \ \ \ / / \ { 'i ' ' \. , I I 1 �' > i / I `� ,41 /, , 1', `I; 1 /F FYI \� \,` if + ,1 ..^ ,\\ ,,4` 'l -\�.� ,\.. ' , /� \ \ , \ jv\ - y� \\\ l- /IN i ' /"1 1 \1." ' , 1 \Zti\ -1 \ 1182 ✓+ "Y"""NIC PIPING LEGEND SYMBOL _ __.__ .__- DESCRIPTION - DRAWING NUMBER 1 , - _ s F M-1 ti 1 I SECTION NUMBER M-1 M-1 i1 j_'- ! /-"% _ ,. DRAWING NUMBER ;. .. I1 1 tt I.I `� EQUIPMENT IDENTIFICATION -__ . _,__.- __ __- _._.,_ .. _ �j---- I-. ...._... ---.- __.__ ..., ..'- _ _ _... .._.. .-- CHECK VALVE "`1758 9 - - _..__ - \. ,"___._._ ' - -_: _ _ ... _ _ _... . BUTTERFLY VALVE < GC GAS COCK i.". --- --._ ___. _.._- --._ -.... __ ..__- ___.. - -- -- - - -----. ..__"._ ___ --"__ - - __ _._._ _.__ __. _..` +Q1 .74 PLUG VALVE �,�I BD BALANCING DEVICE rn FM _- _- _ .. . _._. PP ACV TWO-WAY AUTOMATIC CONTROL VALVE ___4�_ . THREE-WAY AUTOMATIC CONTROL VALVE s , 1 I \\ / :- 1.�.- 1,-__� CS --- -._._ - ___51��_ PRV __.�_"_ . , STIR :, » _ RV RELIEF VALVE -_----_L--1 I �M V - - - - __--- : 7 i ,c ( x _, j ri ;', - - MANUAL AIR VENT 4 fir. - "_ i i PGA :, __71 ,. TH THERMOMETER yPETE'S .. PLUG - -,, �'1. u; .: PIPE BELOW GRADE IFC PIPE IN FURRED CEILING , 1 •,100 48 , PF, - -I -. I - .i _ _ .... -. ;�--.;_.-_ i 10 _",_ ..___ _, - ' ___ - _ _ - Q SA SHOCK ABSORBER -- i1i I I i ! I UNION -I P.O.C. POINT OF CONNECTION HHWS/R HHWS HEATING HOT WATER SUPPLY -g IA_ HHWR .� __ t CHWS/R CHINS CHILLED WATER SUPPLY CHWR ..., 4... CHGS/R -., I i ,o. , -. I ''� CHGR CHILLED GLYCOL RETURN I REFRIGERANT SUCTION / LIQUID , -. .. ---- --- 3 - - --- - :. _ .r - ` i I `�. ' .. fl ! .. `-' a I _- ' -: a "- -'- - --, --."_...._. y , i (, ;. .I . I '.. ., .. t A f s , :. .: - o - - - - ,. ,\ \ J I� _P .- I = 'lr ,, I \ - _ - ' --, • . I ._ . s a. , _: _- :, _J =., h ,. - , , :, ., , : _- --- - - _ K . I I I I I - -1 I I 1 I I I -------------- I- e, - \ - --1 -'1 1 \ - r �7 , 11 I y. I PROJECT NORTH OR ENLARGEMENT, SEE SERIES M3 -1 F 1�� ��/� I/: f I:� } %_" ` , '-/'/ 1 " I I , ill' "I 6"O CHGS/R B.G. 1.'T',, � ��`_ { . •,� [` r' �� I 1, I`\ FOR*ENLARGEMENT SEE SERIES M2 / i, I *o ', I, :,4, A� V - 1. 4'� ,-CHWS/R B.G. --- -, y" 3 ` ` \ ' `, ! i I\ \\\ ^�,, FOR ENLARGEMENT, SEE SERIES M4 /" <=1.1 /' 1 / '_ , r J /�� ✓ y \ 1. I /' \ / \ !/ \ j ° ` 1. \ /� 11 I- / 1 11 \ \ \ / / \ { 'i ' ' \. , I I 1 �' > i / I `� ,41 /, , 1', `I; 1 /F FYI \� \,` if + ,1 ..^ ,\\ ,,4` 'l -\�.� ,\.. ' , /� \ \ , \ jv\ - y� \\\ l- /IN i ' /"1 1 \1." ' , 1 \Zti\ -1 \ 1182 ✓+ "Y"""NIC PIPING LEGEND SYMBOL ABBR. DESCRIPTION 1 DRAWING NUMBER 1 DETAIL NUMBER M-1 DRAWING NUMBER 1 I SECTION NUMBER M-1 M-1 i1 j_'- ! /-"% _ ,. DRAWING NUMBER EF .. I1 1 tt I.I `� EQUIPMENT IDENTIFICATION GV GATE VALVE _ �j---- CV CHECK VALVE V) BV BUTTERFLY VALVE < GC GAS COCK I FPC FLEXIBLE PIPE CONNECTION +Q1 PV PLUG VALVE �,�I BD BALANCING DEVICE rn FM FLOW METER -i> ACV TWO-WAY AUTOMATIC CONTROL VALVE ___4�_ ACV THREE-WAY AUTOMATIC CONTROL VALVE s , 1 I \\ / :- 1.�.- 1,-__� CS CIRCUIT SETTER ___51��_ PRV PRESSURE REDUCING VALVE ! i STIR STRAINER CHECKED: TC RV RELIEF VALVE -_----_L--1 I �M V ,' : 7 i ,c ( v - - - - �.!- - �..� ......� - _ _ •� - -_- j MAV MANUAL AIR VENT 4 fir. PGA PRESSURE GAGE WITH GAGE COCK TH THERMOMETER yPETE'S .. PLUG - -,, �'1. BG PIPE BELOW GRADE IFC PIPE IN FURRED CEILING , 10 DIRECTION OF FLOW Q SA SHOCK ABSORBER -- i1i I UNION -I P.O.C. POINT OF CONNECTION HHWS/R HHWS HEATING HOT WATER SUPPLY I HHWR HEATING HOT WATER RETURN CHWS/R CHINS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN CHGS/R CHGS CHILLED GLYCOL SUPPLY CHGR CHILLED GLYCOL RETURN RS/RL REFRIGERANT SUCTION / LIQUID / / ' - , -- / // _" // �11 i �,. _- t' ' / - / ' r // / ~ ` / /' /' i>; / _- ;� - Via.. ,j �. .*c j Ji ". „` \. ```' �', Fri v'. r ,\ �'i I- / ., , r \ f -- MECHANICAL SHEET INDEX / ' ! ;"' , ~ , //' ��__ M1.1 SITE PLAN, SHEET INDEX, HYDRONIC LEGEND /; / / // �i' / f 1 - \�� �� M2.1 CHILLER YARD, LAYOUT &EQUIPMENT SCHEDULE �' ' .1 j "r 11 �. M2.2 CHILLER YARD MECHANICAL DETAILS / ,'°� I I" \, . 1=i I! : �L� . i M2.3 CHILLER YARD PIPING DIAGRAM ///-- " / ! , �,14; i / - �, ', �I �-_ u N ,\ ! M3.1 WAREHOUSE FLOOR PLAN, EQUIPMENT SCHEDULE `// _ f' `/ 1 =1_ _� _._ _ _- +: __ - \ „ 1 ! CAL DETAILS M3 2 WAREHOUSE MECHANICAL - ,� M4.1 OFFICE BUILDING EQUIPMENT SCHEDULES 4 " ---- ; - r l - - -__ - 11 �Q.,�`\ \ `. , f ` !., a M4.20 OFFICE BUILDING OVERALL EQUIPMENT PLAN ..._ i fl -e � _ x, \ j ,% '� \' •- - - ^ -- - - - - - - - - - - - - - \ • - r1. M4.21 EQUIPMENT & HYDRONICS, SOUTH OF MATCHLINE / / / I,t �� 11�r w /� <<\ �� �.' - �� 1 , \ ,`\ \�\ l __,.. )' . i ! M4.22 EQUIPMENT & HYDRONICS, NORTH OF MATCHLINE % / ' `\ "/ / '�, � "w, ;` -,'� `, vel '1' v v - i' , '- M4.30 OFFICE BUILDING OVERALL RADIANT FLOOR PLAN n`,' j f11 `--_-_-_- �,, \\ / ` `\ \ i7; ; M4.31 RADIANT FLOOR PLAN, SOUTH OF MATCHLINE �� �� / / / \ \v V � /: / 11. I A ';� v\ �, i ' 1 C 11 4 :11 I� � - . 'v �/ ;_,, 1 :� v1. t j/ vAl ,'�'. ,I M4.32 RADIANT FLOOR PLAN, NORTH OF MATCHLINE "/ ,%' `�\ \ ,/` , ' >> '+, `I `; M4.40 OFFICE BUILDING MECHANICAL DETAILS \1 I 11 ,\ 'y `\ M4.41 OFFICE BUILDING MECHANICAL DETAILS ' 1 `gY ' 4 1 ',---7,/­,'� i 7� \` '� 1', �`-, .�s-� c� v \ 1 ,, " - !, 4 4 PK51 /J f'`'5'!_ C / 111 T I I! . ,�� ., - � 11 , , � I � , , ,�� "i 5,� i 11 !r11 I I I r. 1 �-�v A, 11 14 / SS A t 1 t 1' I 11 1. ( �� I, A I 1 I '``---� I I 1111 '� ; i � l iy, V 1 I /" e 1 � --' / 1192 !, �. t / �'` / 98.81 y A 1r -! .-�.. f - -- :. A '. PP i , //' I 11 I 1c I- 11{ j( , i i '\ 11 \ ,`\ 11 II ' �I tl I )'v`j i , y - Imo' .._s �.-. i !M_ ,\ '- I� I'� 4 1 f{ r ��^ ``, \��� \ r 1 i II �\ ., ! .,%i , II II ! , A / xsz+ � i \ ,. it-- +.�\\ i IN i/ j} �__ ' i ,11 co __ _______._ _ _ 1.r: r / x� * v + �`\ , 71 ..x \\ _ " I - -- K - i ,f I ' t \ I , I � � t I , I - 1 t'` l'' r' 1 h c. i 4.., I 11. . i i � 1"n;_ ] I 1. ,51. 1 "filf t` a' , F I I , \))) II t I a __! �, i I � � , I J \ 1 f l' \ "`- `1 PERMT # ®. I ? 3� Su IE COUNTY DEVELOPMENIT SERVICES REVIEWED FOR BODE CO PLIANCLE DA' / U Sy u PLAN T,_. ��_ S:CALE: 1"=40'-O" . .a �x ,c .��„n , • ,� ,�. ��,a�aa:��.-�"�.,�.,,....Rx.�,"..�, use �.� � �- ,__>- -x„�----.-� .. `�. _ _.,. .� -- - --- _ ___-------__-------__-_- --- -= -- __ --- --_- --- �. _s...�.�. M1 --- - -' r(Ic,,_177 . -- _ _ I 11 i'1A - nig I 1 Ii1 I I : �; I - j_'- ! /-"% _ ,. ! 1 1. ,. .. I1 1 \ tt I.I `� 7 / / \' * E .3-31-12 * d, I , V) 2 h_ < ,� - -,;:y;--.4 .. I r %,<fi` P'j � V � Ln c TT, cl�I v W L) U M L LLl , ;,' :. .. _ .. : .. .. f, ... .. -- r I - -- -- !, .-' r- i s , 1 I \\ / :- 1.�.- 1,-__� _ -',r-' `„ wcfl ! i ; , . . CHECKED: TC ....-- BY: -_----_L--1 I Irk 0411, 4 1, ,' : 7 i ,c ( v - - - - �.!- - �..� ......� - _ _ •� - -_- j _ - _ -'.�► ,-� = . \,, fir. .. .. - -,, �'1. 6 , I = _ ,. Ii s 1 t ,. - __ _ \ .r Cz I I _----' - __.� , r - .. ---- --- 3 - - --- - :. _ .r - ` i : .. .. , . _ y ' a .- 11 (, ;. .I . I '.. ., .. , :. .: - o - - - - ,. ,\ \ : I 11 I ,, I - I - = 'lr ,, \ , . I . s a. , _: _- :, _J =., h ,. , :, ., , : _- --- - - _ K . ::,, , `. .. ,, __, - _ ., - , _ _. _ -- ..a , __ _, _ , -- - -_ u « ` � �•1, . I ,✓ '--__--_._._..,___.-__.._.._"_..--_----__ ' _..._-. __„_,._ , ,"__ - �='- -`% %­ l �. t 120 14 11 ,i �. l - I, -.. - S ' }-. __ , -/ 1940- �.__-_�_..- �.., .- - - - ., - . __ _ _ -- � _ - _ f^. _ - _. _ .-- - '" _ i.._.� ,__-_.,_._ "_..�_ - Z_ __11; i :� .. ' -.... _,,. , . .. / r , y'=i i1607 '� "'-__ --„ __. _-_.. �_._ . _..___.._._...._..--'--.-.-.._ t _ : __ _ _ -- , ;99.0.,_. '-->,_, -'--., .-` .. -._. _ _... .. ? ... , t .. P� i __ -. __. "....-., '--_._ � ..,,�., -_ / //, / ,,./tel R w `` ' ; : , I - - _. PP - . ,: �.__ � _ _ ::- -\-:_- -- -- - _-'_ - _ -`x9.44 ,"- 1 .. - " f - _, _, .. ---- -- -zl- ' i - ------------- - --- �-.q,,- , - - - - - -- u; 11 ' 11 i i ,,, og -- 1 - I _ y , , - _ •- PERMT # ®. I ? 3� Su IE COUNTY DEVELOPMENIT SERVICES REVIEWED FOR BODE CO PLIANCLE DA' / U Sy u PLAN T,_. ��_ S:CALE: 1"=40'-O" . .a �x ,c .��„n , • ,� ,�. ��,a�aa:��.-�"�.,�.,,....Rx.�,"..�, use �.� � �- ,__>- -x„�----.-� .. `�. _ _.,. .� -- - --- _ ___-------__-------__-_- --- -= -- __ --- --_- --- �. _s...�.�. M1 --- - -' r(Ic,,_177 . -- _ _ I 11 i'1A - nig 1 Ii1 c�5TA NGIT -E S I C 3274 Villa Lane INC. Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 E IOCr� q O 0 CS `F ri No. 6 rn * E .3-31-12 * FCHANIGP 0���� OF CAO V) 2 < f.®.V__ W LL' w d- P'j � V � Ln c TT, cl�I v W L) U M L LLl � < z (.)> Z o U lf') L 0 z W XW W Z ® U z - Q _ z n ON. W I.d ~ = i - w Cn _ DATE' 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: -_----_L--1 I Irk 0411, 4 1, l f� P, , lµ I I i GLYCO MANAC SYSTEI CHEMI( FEEDEI CHILLER L E MANUFACTURER: TRANE CHILLED WATER ELECTRICAL OPER. CAP. GAP. FOULING F WEIGHT REMARKS MARK MODEL TYPE T REFRIG. FLOW EWT LWT PD LOCKED POWER (ONS) CONTROL FACTOR (GPM) (F) (F) (FT) R. AMPS KVV V -PI -I -HZ MCA (lbs) Q - - R`O CH RTAC 155 101.2 HCFC -134A - 506.4 28 23 22.0 CA - 252.0 132.8 460-30-60 317.0 10,769 1, 2, 3.4 1,2 CB -212.0 1 REMARKS: 1. PROVIDE FACTORY INSTALLED UNIT MOUNTED, REDUCED VOLTAGE, STARTER WITH DISCONNECT. ' 1 2. FLUID: 30% PROPYLENE GLYCOL / 70% DISTILLED WATER 3. CHILLER KW, AND MCA LISTED ARE FOR ARI CONDITIONS 4. MOCP: 450 AMPS CHILLER YARD _. RENDER N.T.S. THERMAL ICE STORAGE SCHEDULE MANUFACTURER: CALMAC ACCEPTANCE FLOW CHARGING FLOOD DISCHARGING COOLING WATER COOLED WATER MARK MARK MODEL FLUID HEADRPM XHP NOMINAL CAPACITY OPERATING WEIGHT REMARKS WEIGHT REMARKS COOLING (FT.) 85 24"0 x 50.5" V -Ph -Hz FLOW EWT, ('F) A P, (PSI) FLOW LWT, ('F) A P, (PSI) ( TON -HRS) WEIGHT (LBS.) REMARKS OUTLET COOLING (GPM) LL! J Z COOLED (GPM) 16.90 � U J L TES 1500C 1-4 30% P.G. 253.2 ea. 23 82 14.7 134.4 ea. 33 7.5 486 ea. 50,600 1 1 (1013 TOT) 1261 34 (537.6 TOT) TES LOOP 45 (1944 TOTAL) 4.57 1040 REMARKS: 1. PROVIDE WITH WATER LEVEL INDICATOR AND ICE BUILD MONITOR. PUMP SCHEDULE MANUFACTURER: BELL & GOSSETT FRAME HEAT EXCHANGER SCHEDULE MANUFACTURER: ALFA LAVAL TANK ACCEPTANCE FLOW FLOW RATE FLOOD MARK COOLING WATER COOLED WATER MARK MODEL GPM HEADRPM XHP ELECTRICAL SERVICE WEIGHT REMARKS WEIGHT REMARKS COOLING (FT.) 85 24"0 x 50.5" V -Ph -Hz (MBH) ET 2 NLAP 40 11 11 (LBS) 42 INLET OUTLET INLET OUTLET COOLING COOLED LL! J Z COOLED > 16.90 � U J L 290.4 P SERIES 80 4x4x11 506.4 82 1750 460-3-60 CHILLED GLYCOL 585 1,2 e 1 1261 34 43 TES LOOP 45 7.36 4.57 1040 1,2 20 251.0 REMARKS: 1, PLATE=AIS1304. P SERIES 80 4x4x11 506.4 82 721 1750 460-3-60 CHILLED GLYCOL 585 1,2 2 TES LOOP P SERIES 80 6x6x11 537.6 421750 7101 460-3-60 CHILLED GLYCOL 645 1, 2, 3 3 WAREHOUSE LOOP 7.94 P SERIES 80 6x6x11 537.6 42 1750 460-3-60 CHILLED GLYCOL 645 1, 2, 3 4 WAREHOUSE LOOP 10 10.62 P SERIES 80 4x4x11 265.1 105 1750 460-3-60 CHILLED WATER _ 1,2 5 OFFICE LOOP 15 10.62 P SERIES 80 4411 .265.1 105 1750 460-3-60 CHILLED WATER 1,2 6 OFFICE LOOP 15 REMARKS: 1. INCLUDE TEFC PREMIUM EFFICIENCY MOTOR. 2. MOTOR INSTALLED WITH VFD. 3. PUMP SIZED TO FEED ARU'S WHEN MOVED TO WAREHOUSE 1 & 2. PLATE & FRAME HEAT EXCHANGER SCHEDULE MANUFACTURER: ALFA LAVAL TANK ACCEPTANCE FLOW FLOW RATE FLOOD MARK COOLING WATER COOLED WATER VOLUME DIMENSIONS WEIGHT MARK MODEL HEAT TRANSFER TEMP (°F) TEMP (°F) PRESS. DROP (P.S.I.) WEIGHT REMARKS COOLING 85 85 24"0 x 50.5" 225 (MBH) ET 2 NLAP 40 11 11 (LBS) 42 INLET OUTLET INLET OUTLET COOLING COOLED LL! J Z COOLED > D � U J L 290.4 U C.) DATE: 01.31.11 DRAWN: DF CHECKED: TC e AQ4-FG 1261 34 43 55 45 7.36 4.57 1040 1,2 251.0 REMARKS: 1, PLATE=AIS1304. 2. GASKET MATERIAL IS NBRP CLIP -ON. mi EXPANSION TANK SCHEDULE MANUFACTURER: WESSEL w TANK ACCEPTANCE FLOW OPERATING FLOOD MARK MODEL VOLUME VOLUME DIMENSIONS WEIGHT REMARKS REMARKS (gal) (gal) (DIA x HEIGHT) (LBS) (LBS) ET 1 NLAP 325 85 85 24"0 x 50.5" 225 1,2 ET 2 NLAP 40 11 11 12"0 x 26.5" 42 1 REMARKS: 1. PRECHARGE TO 12 PSI. 2. SELECT NEW EXPANSION TANK WHEN ARU'S MOVED TO WAREHOUSE 1 & 2. AIR SEPARATOR SCHEDULE M BEU A T R7ER: w I DIMENSION FLOW ��2 LL FLOOD MARK MODEL (DIA x HT) (GPM) Cv WEIGHT REMARKS F_ z (LBS) AS 1 RL -6F 18"0 x 44" 537.6 LL 429 1 AS 2 R -4F 12.75"0 x 31.5" 265.1 - 278 1 REMARKS: 1. WITH BLOWDOWN & AUTO AIR VENT PERMIT# 10, / ` v5 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DAT_ BY 3274 Villa Lane INC Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 o' ___- �x E -31-12 FOHAN' OF OA1-�F U) w I ��2 LL 0 w LL U F_ z w 0- LL W W �. Q �Lo J W U)m O ui UU Q M Q LL! J Z = U > D � U J L w I 0 w U F_ z w 0- D D Q J W ® O ry Q Q cr_ ry w w U C.) DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: 1/2" NEOPRENE RIM,PING .0 d D o D d T 16 ° STEEL SUPPORT LEG & BASE TYPICAL 2, SPANNING ENTIRE CHILLER WIDTH (BY CHILLER lv�NUFACTURER) 0 3/4" Hli TI KWIK BOLT TZ WITH 62" EMBEDMENT. TYPICAL 5 FOR EACH SUPPORT LEG. SCALE: N.T.S. SUPERSTRUT SERIES — #12 SHEET METAL SCREWS AT 1000 CHANNEL (TYP OF 2) MOUNTING HOLE (TYP OF 4) SUPERSTRUT SERIES 1000 CHANNEL d VFD i i —L -SHAPED FITTING W,' 2"O ANGULAR FITTING (TYP) TYP ' MB EA. LEG, T&B @ EA. END Wl Y2 O MB EA. END OF HORIZONTAL MEMBER IV" SUPERSTRUT SERIES SUPERSTRUT SERIES 1000 CHANNEL (TYP OF 2) 1000 CHANNEL ��' Y2" HILTI KWIK BOLT TZ ,' SUPERSTRUT SERIES W/ MIN 2" EMBEDMENT 1000 CHANNEL (TYP OF 2) SUPERSTRUT AW -224 BASE BRACKET (TYP OF 2) HOUSEKEEPING PAD i YZ" HILTI KWIK BOLT TZ ��' W/ MIN 2" EMBEDMENT (2 PER BRACKET) TES MONITORING PANEL SIMILAR PLATE FRAME HEAT EXCHANGER SIMILAR VFD CONTROL PANEL MOUNTING ESCALL: NONE TES UNIT 4 • d 4 � d d d CONCRETE SLAB (S.S.D.) NOTE: RESTRAINT ANGLES WILL BE FURNISHED BY MANUFACTURER, 8" THK NEOPRENE BETWEEN EACH ANGLE AND FACE OF UNIT. (TYP.) 4"x3"xY2" ANGLE x 12" LONG EQUALLY SPACED (1YP.24) (BY MANUF. ) Y4' HILTI KWIK BOLT TZ WITH 62" EMBEDMENT DEPTH TYP. AT EVERY CORNER AND 24" O.C. MAX AROUND PERIMETER. (2 BOLTS PER ANGLE) d d d . d• . d Q NOTE: RESTRAINT ANGLES WILL BE FURNISHED BY MANUFACTURER, 8" THK NEOPRENE BETWEEN EACH ANGLE AND FACE OF UNIT. (TYP.) 4"x3"xY2" ANGLE x 12" LONG EQUALLY SPACED (1YP.24) (BY MANUF. ) Y4' HILTI KWIK BOLT TZ WITH 62" EMBEDMENT DEPTH TYP. AT EVERY CORNER AND 24" O.C. MAX AROUND PERIMETER. (2 BOLTS PER ANGLE) TES MOUNT DETAIL- - V,l SCALE: N.T.S. WARNING TAPE; MINIMUM 6" WIDE, (TYPICAL) PATCH GRADE TO MATCH SURROUNDING LANDSCAPE. COORDINATE WITH ARCHITECT. SEE ARCHITECTURAL SITE DEVELOPMENT PLANS FOR ADDITIONAL INFORMATION CLEAN SAND FILL, MINIMUM \� i� �- UNDISTURBED EARTH 6" ALL AROUND PIPING BACKFILL 6" LAYERS. EACH j LAYER TAMPED TO 95% 72" MIN.\\� MAXIMUM DRY DENSITY PER ASTM D -1557-64T PRE-INCULATED PERMA-PIPE 6"��� HOT WATER SUPPLY & �f, RETURN LINES. SEE PLANS FOR SIZE AND ROUTING -� 6" #12 SOLID COPPER TRACER WIRE 6" TYP. ALONG NON-METALLIC PIPING. ATTACH TO PIPE WITH "TY -WRAP" AT 18" O.C. (TYPICAL) NOTE: COORDINATE DEPTH W/ OTHER SITE UTILITIES HYDRONIC PIPING BELOW GRADE SCALE: NONE (N)HOUSN (SSD) PUMP MOUNT DETAIL SCALE: N.T.S. -LINE BOLT (TYP 4) ;OLT TZ WITH 4" MIN. YPA) :ADED FLANGE (TYP) 5" PIPE TO EXTEND TO BASE PLATE 5/6" FILLET WELD ALL AROUND MINI[ 5" SCHEDULE 40 GALV. STEEL PIPE @ 8'-0" O.C. MAX. %4'HILTI KWIK BOLT TZ W/ 6Yz" EMBEDMENT (TYPA) 12"x12"x%" STEEL BASE PLATE SCALE: N.T.S. PERMIT#_ 1 5? BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATB BY W COSTA ENc;iNEEp,s 3274 Villa Lane INC. Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 1 R )FESS/pyo h���O CS9C�2G� w 6 Ex –31-12 x} `P'y� FCHAI4 F OF CA\ -\F V J L LL W W 0 r%F Lo LL Co 0') W U ICIfL1 = Q Z O = .� Lo J Q W Q _U Z Q U W 7 0 Cl_ Q i- ry W J J U DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: '�'•, e' ��, � ems. d . d 4 . TES MOUNT DETAIL- - V,l SCALE: N.T.S. WARNING TAPE; MINIMUM 6" WIDE, (TYPICAL) PATCH GRADE TO MATCH SURROUNDING LANDSCAPE. COORDINATE WITH ARCHITECT. SEE ARCHITECTURAL SITE DEVELOPMENT PLANS FOR ADDITIONAL INFORMATION CLEAN SAND FILL, MINIMUM \� i� �- UNDISTURBED EARTH 6" ALL AROUND PIPING BACKFILL 6" LAYERS. EACH j LAYER TAMPED TO 95% 72" MIN.\\� MAXIMUM DRY DENSITY PER ASTM D -1557-64T PRE-INCULATED PERMA-PIPE 6"��� HOT WATER SUPPLY & �f, RETURN LINES. SEE PLANS FOR SIZE AND ROUTING -� 6" #12 SOLID COPPER TRACER WIRE 6" TYP. ALONG NON-METALLIC PIPING. ATTACH TO PIPE WITH "TY -WRAP" AT 18" O.C. (TYPICAL) NOTE: COORDINATE DEPTH W/ OTHER SITE UTILITIES HYDRONIC PIPING BELOW GRADE SCALE: NONE (N)HOUSN (SSD) PUMP MOUNT DETAIL SCALE: N.T.S. -LINE BOLT (TYP 4) ;OLT TZ WITH 4" MIN. YPA) :ADED FLANGE (TYP) 5" PIPE TO EXTEND TO BASE PLATE 5/6" FILLET WELD ALL AROUND MINI[ 5" SCHEDULE 40 GALV. STEEL PIPE @ 8'-0" O.C. MAX. %4'HILTI KWIK BOLT TZ W/ 6Yz" EMBEDMENT (TYPA) 12"x12"x%" STEEL BASE PLATE SCALE: N.T.S. PERMIT#_ 1 5? BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATB BY W COSTA ENc;iNEEp,s 3274 Villa Lane INC. Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 1 R )FESS/pyo h���O CS9C�2G� w 6 Ex –31-12 x} `P'y� FCHAI4 F OF CA\ -\F V J L LL W W 0 r%F Lo LL Co 0') W U ICIfL1 = Q Z O = .� Lo J Q W Q _U Z Q U W 7 0 Cl_ Q i- ry W J J U DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: '�'•, e' ��, � ems. IN TEMPERATURE GAUGE, (TYP) VALVE POSITIONSSYSTEM OPERATIONS CHILLER ICE BUILD & ICE BUILD ICE BURN VALVE TO LOAD CHILLER LOAD ONLY ONLY ONLY COMBINATION V-1 B -AB A -AB A -AS A -AB V-2 AB -A AB -B AB -A AB -A V-3 AB -B AB -B AB -A AB -13 V4 A -AB B -AB A -AB B -AB BALANCING VALVE, (TYP) BUTTERFLY VALVE, (TYP) NON -SLAM CHECK VALVE, (TYP) FLEX CONNECTOR, W/ FLOW E STRAIGHTENER (TYP) FLOW MEASURING STATION, MIN 50 STRAIGHT PIPE BEFORE & AFTER 1 PRESSURE GAUGE, (TYP) BALL VALVE, (TYP) STRAINER, (TYP) =10 0 If DRAIN MANUAL FILL PORT iso GMS -1 YCHEMICAL O POT FEEDER f_-, 0 DRAIN T T 0 0 Y4 P-3 . •. .►. AS -1 AAv :% 6„0 4V-1 A AB B COMMON PIPE, 12" MAX TES -1 I I TES -2 I I TES -3 I I TES -4 Li ` u Z B&G CIRCUIT SETTER, —/ <'LI PETE'S PLUG, (TYP.) SET @250 GPM, (TYP 4) 2 -WAY BUTTERFLY VALVE W/ BELIMO ACTUATOR, 8"0 8"0 F"0 40 -MESH WIRE �I r \ 8"0 ti 6"0 8"o MANUAL AIR VENT, AT ALL HIGH POINTS, TYP. m Q m V-4 Q 6"0 6„0 3 WAY BUTTERFLY VALVE W/ FLEX CONNECTOR, W/ FLOW CH -1 Q mv_3 BELIMO ACTUATOR, 6" 0. STRAIGHTENER (TYP) TF- (TYP. 4) m Q P-1 V-2 6"0 I I � TRIPLE DUTY B 6„0 6..0 1-1/2” DRAIN 8110 3 WAY BUTTERFLY VALVE W/ BELIMO ACTUATOR, 6" 0. (TYP. 4) FLEX CONNECTOR, W/ FLOW STRAIGHTENER (TYP) P-2 n r, V-2 -41 MANUAL AIR VENT, AT ALL HIGH POINTS, TYP. 6" 0 CH -2 .�. m V-4 Q 6"0 6"0 . Q i V-3 m 6"0 7 CHEMICAL O POT FEEDER 4"0 CHILLED WATER TO OFFICE BUILDING �O DRAIN T I 0 0 T TJ i� I BACKFLOW PREVENTER O If DRAIN MAKE-UP WATEF ASSEMBLY (NORMALLY OPEC` STRAINER, (TYP) P-5 FLEX CONNECTOR, W/ FLOW --� STRAIGHTENER (TYP) r TEMPERATURE GAUGE, (TYP) 4"0 --` T 4"0 6"0 FROM WAREHOUSE FAN COILS 4"0 CHILLED WATER FROM OFFICE BUILDING AAV PRESSURE GAUGE, (TYP) TRIPLE DUTY VALVE (TYP) TEMPERATURE GAUGE, (TYP) J-1 lle"v / �'v C'� 6" S . -/ PERMIT # 0 TO WAREH�U�E BUTTE COUNTY I)FVF(OWAC-NT SERVICES REVIEWED FOR 4p,F� Ty i��4K u CODE COMPLIANCE SCALE: N.T.S. DATE BY �r NORTH r COLD ROOM MECHANICAL PLAN 1/8" = 1'-0" FAWCOIL SCHEDULE MANUFACTURER: KRACK MARK FC SUPPLY FAN CFM MBH ENTERING AIR DB/WB (°F) I LEAVING AIR DB/WB (°F) GPM Cv AIR Q P ("WC) WEIGHT ROWS / FINS PER INCH TOT SEN CC -C-2 FC 1-8 15 9690 44.1 44.1 50/- 46/- MARS: MODEL # 0.27 TSP BHP MOTOR FC 9-16 FEEL 9690 (LBS) HC # CC # LOCATION REMARKS - 0.27 CFM " W.C. HP RPM VOLTS -PH -Hz DIA./WIDTH QUANT. 30.6 50% 43/- 16 - FC SM1413-403 8690 REMARKS: COIL INTEGRAL TO AHU. EWT/LWT: 35/40°F C) 0W 850 460-30-60 30 F1 440 NIA CC -C-2 Q W C) 1-5 DATE: 01.31.11 COIL C-2 CHECKED: TC REVISION: BY: 3r { #5 FC SM14B-403 9690 - 850 460-3Q1-60 30 1 440 N/A CC -C-4 WAREHOUSE 1-5 9-16 COIL C-4 #6 1 FC MS1413-249 3900 -V 1140 460-30-60 20 1 208 N/A CC -C-5 COLD ROOM 1-5 17-20 COIL C-5 REMARKS: 1. WEIGHT OF COILS INCLUDED. 4. FOR UNIT MOUNTING, REFER TO DETAIL/7\ s 2. FAN SHALL HAVE 2" INTERNAL SPRING ISOLATION. 3. UNIT PROVIDED WITH FACTORY INSTALLED FAN MOTOR STARTER. 4. FOR COIL PIPING, REFER TO DETAIL Q COOLING COIL SCHEDULE MANUFACTURER: KRACK MARK FC SIZE (FT Z) CFM MBH ENTERING AIR DB/WB (°F) I LEAVING AIR DB/WB (°F) GPM Cv AIR Q P ("WC) H2O A P (FT) ROWS / FINS PER INCH TOT SEN CC -C-2 FC 1-8 15 9690 44.1 44.1 50/- 46/- 18 - 0.27 2.5 4/4 CC -C-4 FC 9-16 15 9690 46.5 46.5 50% 45.7/- 22 - 0.27 3.2 4/4 CC -C-5 FC 17-20 7.5 3900 30.6 30.6 50% 43/- 16 - 0.29 4.1 6/4 REMARKS: COIL INTEGRAL TO AHU. EWT/LWT: 35/40°F PERMIT # ) e — r 7 3 1 BUTTE COUNTY DEVELOPMENT SEM' VICES REVIEWED FOR CODE COMPLIANCE DATE Ey_- lt," / .auvswsacrmenx..... .am'aco�x..-v.-._-�rrvcvx:> .. ,masw.cm.. �mw.mxasveaFamr.xo.+cs-..rvm.�^csa+r_. . �vewmw.oce a+.aavw.rar.cxcmr gacvuunr•wam,+�m�r.�me.-csas.ru-� . �seee--�.r.*sax.+o.�a.�s�wrn�mee..se-uw;.mrrrwcrn .. awwaruvR.re.a,wsa.�sna�emsaaaas.•anem... .. .<. ,. S w COSTA ENGIN -EkS 3274 Villa Lane INC Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 QRpFESS/p�,9 uj 0. 6 � {z -31-12 �FCHAN�� FBF CAO co 73G L LL Lu W rn� V/ [- Lo ctC/) 0-) U U m LLI D Z J Z 0 > � U cy) _j Lo C!) W J D � 06Z In J = C) 0W 1 7 co Q :DUZ _ O Z � U :D Q W C) 3: :�-- W DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: 3r { STEEL DECK/ROOFING, SEE STRUCTURAL DRAWINGS SPANNING MEMBER, SEE STRUCTURAL DRAWINGS "B -LINE" 83050 BEAM CLAMP —� 1/2" MACHINE BOLT, NUT & LOCK WASHER— ANGLE BRACE, FOR SIZE SEE TABLE 1 ; CONNECTION TO STEEL BEAM (VERTICAL ANGLE ONLY) NOT TO SCALE SEE DETAIL ASB B22 ROD STIFFENER WITH SC -228 @ 18" OC "B -LINE" CHANNEL 1 -5/8"x1 -5/8"x12 GA.--, ALTERNATE BRACE LOCATION - BENT PLATE, MATCH THICKNESS & WIDTH OF BRACE ---_� 12'-0" MAXIMUM SPANNING MEMBER SEE STRUCTURAL DWGS 4"x4"x3/8"x5" LONG -4 AT ONG-- AT EACH END W/ (2) 1-1/2" 5/8"0 MACHINE BOLT, NUT 5/8" MACHINE BOLTS (TYP) & LOCK WASHER EACH LEG EQUA ft ]Do 44 EQUAL ( / 6 x 10.5 STRUCTURAL C CHANNEL �t �► LONGITUDINAL (AS REQUIRED) ANGLE BRACE, FOR SIZE SEE TABLE 1 CONNECTION TO SPREADER (VERTICAL, DIAGONAL AND LONGITUDINAL US) NOTE: DO NOT WELD, BOLT OR ALTER STEEL MOMENT FRAME BEAMS AT CONNECTIONS. E CONNECTION DETAILS NOTES: TABLE -1 ANGLE MAXLENGTH lye' x 1y2" x y8" 3' 0" 2"x2"x%a' 60" 3"x3"xy„ 8101, 1. RUN PIPING TRAPEZE AS CLOSE AS POSSIBLE TO STRUCTURE. 2. SUPPORT PIPING AT A MAXIMUM OF 8'-0" INTERVALS. 3. SEE PLANS FOR PIPE SIZES. 4. CHANNEL DEFLECTION SHALL NOT EXCEED 1/360 OF THE SPAN BETWEEN RODS. DOUBLE -UP CHANNELS AS REQUIRED. 5. PROVIDE B -LINE CHANNEL ROD STIFFENER @ ALL -THREAD WHERE DIAGONAL BRACE OCCURS. INCLUDE SC228 ASSEMBLY AS RECOMMENDED BY MANUFACTURER. 6. NO BRACING IS REQUIRED ON PIPES WITH LESS THAN 1" I.D. AND ALL OTHER PIPES LESS THAN 2-1/2" TRAPEZE LOAD & SUPPORT CONDITIONS: SEE DETAIL A' e 3. HEAVY. 645 LBS PER TRAPEZE, OR MORE: 1/2"0 ALL -THREAD TO STEEL NOT HEAVY: LESS THAN 645 LBS PER TRAPEZE: 3/8"0 ALL -THREAD TO CONC DECK / N "B -LINE" ALL -THREAD ROD, 1/2"0 MINIMUM jor "B -LINE" ALL -THREAD ROD, 1/2"0 MINIMUM "B -LINE" PIPE CLAMP SERIES 2000 PIPE INSULATION WHERE SPECIFIED - V, a 9 ul im, 101 ml IN al im, 1 "Fli-�01"lE,�i���1"4�"VI"�"'*'-Vllmfii-I ........... .......... li 111w---'�-7GALVANIZED STEEL f�l� GUARDINSULATION LONGITUDINAL BRACE EA SIDE (TYP.) @ 12'-0" MAX, SEE TABLE -1 FOR SIZE. SEE APPROPRIATE SEISMIC BRACE CONNECTION DETAIL J TERAL BRACE ONE SIDE (TYP.) 12'-0" MAX, SEE TABLE -1 FOR SIZE. E APPROPRIATE SEISMIC ACE CONNECTION DETAIL 2 1 MAX LOCK NUT & WASHER (TYPICAL) TYPICAL PIPE HANGER DETAILS NOT TO SCALE HEX NUTS (BOTH SIDES), TYPICAL--- "B -LINE B3690 PIPE HANGER GALVANIZED STEEL INSULATION GUARD PIPE INSULATION (WHERE SPECIFIED) PIPE (SEE PLANS FOR SIZES) 12'-0" MAXIMUM STEEL DECK/ROOFING, 3EE STRUCTURAL DRAWINGS SPANNING MEMBER SEE STRUCTURAL DWGS 4"x4"x3/8"x5" LONG AT EACH END W/ (2) 6 x 10.5 STRUCTURAL 5/8" MACHINE BOLTS C CHANNEL EACH LE 'ANNING MEMBER, SEE FRUCTURAL DRAWINGS – – – -LINE" B3055 BEAM _ AMP �� DOUBLE JAM NUTS W/ LOCK WASHER 3" BOLT AND NUT 5/8"0 ALL -THREAD RO RUBLE JAM NUT WITH �� NUT W/ LOCK WASHER )CK WASHER t t ALL -THREAD ROD i 5/8" ALL -THREADED '\�_ FROM EQUIPMENT `- ROD JAM NUT WITH LOCK WASHER i HANGER PERPENDICULAR TO BEAMS FROM EQUIPMENT—""" - '/ NOTE: DO NOT WELD, BOLT OR ALTER STEEL MOMENT HANGER PARALLEL TO BEAMS FRAME BEAMS AT CONNECTIONS. D HANGER CONNECTION DETAILS NOT TO SCALE LONGITUDINAL BRACE EA SIDE (TYP.) @ 12'-0" MAX, SEE TABLE -1 FOR SIZE. SEE APPROPRIATE SEISMIC BRACE CONNECTION DETAIL LATERAL BRACE ONE SIDE (TYP.) @ 12'-0" MAX, SEE TABLE -1 FOR SIZE. SEE APPROPRIATE SEISMIC BRACE CONNECTION DETAIL MINIMUM PIPE DIAMETER ROD SIZES (INCHES) (INCHES) 3/8" 2" & SMALLER PIPE 1/2" 2-1/2"& 3" PIPE 5/8" 4" PIPE HANGER AT 4 CORNERS SEISMIC BRACE AT OPPOSITE CORNERS FAN COIL WEIGHT = 440 LBS MAX SEE HANGER CONNECTION, 3. ALL -THREAD ROD i WITH LOCK NUT & ( / WASHER, TYPICAL 4 ALL -THREAD ROD (TYPICAL) _ NUTS & WASHERS (TYPICAL) t 2"x2"x1/4"ANGLE :j— V-0 DOUBLE JAM NUTS & WASHERS (TYPICAL) SEE SEISMIC BRACE CONNECTION, A 1 -1/2"x1 -1/2"x1/4" ANGLE /�-- 3. LONGITUDINAL BRACING - / SECURE SIMILAR TO DIAGONAL BRACING --- --,,. FAN CO ,OIL BRACKET 1ACHINE BOLT 'RING NUT -HREAD ROD (TYPICAL) STIFFENER WHERE ANGLE CE OCCURS (TYP.) LATERAL & LONGITUDINAL BRACING @ 20'-0" OC OR WHERE REQUIRED, SEE APPROPRIATE SEISMIC CONNECTION DETAIL NUTS & WASHERS (TYP.) ;-LINE ANGLE CLIP (TYP.) x 2" x 1/4" ANGLE �. JBLE JAM NUTS & WASHERS (TYPICAL) CEILING -MOUNTED FAN COIL DETAIL J SCALE: NONE HEATING COIL, SEE PLANS FOR LOCATION AND EQUIPMENT SCHEDULE FOR SPECIFICATION AIR VENT (TYP.) 1 u II ­z Y q l , , --- - 2 -WAY CONTROL VALVE PETE'S PLUG (TYPICAL) GRISWOLD FLOW CONTROL VALVE (TYPICAL) I(� HEATING HOT WATER RETURN � I 1 }- }---� HEATING HOT WATER SUPPLY O T SHUT OFF VALVE (TYPICAL) UNION (TYP.) STRAINER (TYPICAL) DRAIN (TYP.) 2 -WAY VALVE (ALL VAV BOXES - EXCEPT END OF RUN) HEATING COIL, SEE PLANS FOR LOCATION AND QUIPMENT 3 -WAY CONTROL VALVE SCHEDULE FOR SPECIFICATION PETE'S PLUG (TYPICAL) AIR VENT (TYP.)� GRISWOLD FLOW CONTROL 1 VALVE (TYPICAL) HEATING HOT WATER RETURN I }—� HEATING HOT WATER SUPPLY . O T SHUT OFF VALVE (TYPICAL) UNION (TYP.) STRAINER (TYPICAL) DRAIN (TYP.) 3 -WAY VALVE (END OF RUN ONLY) .TYPICAL HHW VALVE & COIL PIPING DIAGF ESCALE: NONE PE DA z rp .� COST. El\rGIN-E-EkS 3274 Vifla Lane INC • Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 e�(3FESS/0,�� 10 COS 0 6 2 rfl 3-31-12 z� �FCHANIGP� 9TFOP CA��F VJ IJe LL 2E LL W W ti rn v 11-- Lo �'�/ C0 O' -PUMP SCHEDULE MANUFACTURER: BELL & GOSSET FAN COIL SCHEDULE MANUFACTURER: MULTI -AQUA u� at SUPPLY FAN CAPACITY COOLING WORKING X AIR H2O MARK MODEL CFM HEAD VALVE MOTOR ELEC WEIGHT REMARKS REMARKS 0 P ROWS / FINS INC (FT.) ® V -Ph -Hz TOT CAP SENS CAP CW CW CW WPD RPM Hp 0.39 QUANT. CFM FILTERS TOT SEN MBH MBH GPM EWT (°F) LWT (°F) (FT H20) 1750 115-1-60 BOILER LOOP 57 - FC 1 MULTI -AQUA MHWW-09-H-01 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 12 U U 3300 115-10-60 SECONDARY LOOP 15 1 AH -2 7.31 1000 56.1 0.17 MCCB-06 3300 FC 2 MULTI -AQUA MHWW-09-H-01 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 U HC -3 AH -3 5 1500 83.9 N/A 30/82 P 4 PL -55/3.8" IMPELLER 13.3 403250 2/123 FC 3 MULTI -AQUA M ULT! -A 4-01 400 11.8 8.9 1.5 45 60.7 7.2 2 -WAY 1/8 208-10-60 66.0 1,3,4,6 20.78 P 5 SERIES -PR 4.25" IMP 9.8 11.01725 /0.17 4000 115-10-60 RADIANT FLOOR (GALLEY) 13 1 12 1 600 FC 4 MULTI -AQUA MHWW-09-H-01 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 30/89 WAY 0.05 OA 2/80 LOBBY AH 6.09 FC 5 MULTI-AQUA UA A MULTI-AQU M 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 0.0 2291 230-30-60 15 1 1500 2" FILTER 1,900 HC -3 CC -3 3 -WAY 1-6 FC 6 A MULTI-AQU MULTI -A UA HWW-09-H-015 270 10.5 7.9 1.8 45 55 3.6 22WAY 1/60 208-10-60 25.7 1,2,3,5 FC 7 A MULTI-AQU MHWW-09-H-01 MULTI-AQUA 270 10.5 7.9 1.8 45 55 3.6 2 -'WAY 1/60 208-10-60 25.7 1,2,3,5 2,950 HC -4 CC -4 OFFICE CORE 1-6 4 FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 \2-iMHWW-09-H-01 AH MCCB-03 1300 2.35 FC 9 UA A MULTI-AQU M MULTI-AQUA 480 17.1 13.4 3.6 45 55 3.8 2 -WAY 1/20 208-10-60 44.4 1,2,3,5 15 CONFERENCE FC 10 UA UA MULTI-AQQ WW-MULTI-AQUA M 480 17.1 13.4 3.6 45 55 3.8 2 -WAY 1/20 208-10-60 44.4 1,2,3,5 AH MCCB-03 1400 2.41 2954 230-30-60 9 1 150 2" FILTER FC 11 MULTI -AQUA MHWW-09-H-01 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 REMARKS: 1. PROVIDE SMOKE DETECTOR PER CMC 609. DETECTOR PROVIDED BY 5. FOR UNIT MOUNTING, SEE STRUCTURAL DRAWINGS. ELECTRICAL, INSTALLED BY MECHANICAL. 6. UNIT SHALL BE EQUIPPED WITH VFD. 2. WEIGHT OF COILS INCLUDED. 3. FAN SHALL HAVE 2" INTERNAL SPRING ISOLATION. 4. UNIT PROVIDED WITH FACTORY INSTALLED FAN MOTOR STARTER. FC 12 MULTI -AQUA MHWW-09-H-01 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 FC 13 MULTI -AQUA 400 12.3 9.1 2.0 45 58.4 7.2 2 -WAY 1/8 208-10-60 66.0 1,3,4,6 MHNCCW04-01 FC 14 MULTI -AQUA MHWW-09-H-01 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 FC 15 MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 MHWW-09-H-01 FC 16 A MULTI-AQU MULTI-AQUA MHWW-09-H-01 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 FC 17 MULTI -AQUA 480 17.1 13.4 3.6 45 55 3.8 3 -WAY 1/20 208-10-60 44.4 1,2,3,5 MHWW-18-H-01 FC 18 UA A MULTI-AQU MULTI-AQUA 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 M FC 19 MULTI -AQUA MHWW-09-H-01 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 20 MHWW-09-H-01 FC 21 MULTI -AQUA MHWW-09-H-01 270 10.5 7.9 1.8 45 55 3.6 2 -WAY 1/60 208-10-60 25.7 1,2,3,5 FC 22 UA A MULTI-AQU MULTI-AQUA M 480 17.1 13.4 3.6 45 55 3.8 2 -WAY 1/20 208-10-60 44.4 1,2,3,5 FC 23 MULTI -AQUA 480 17.1 13.4 3.6 45 55 3.8 2 -WAY 1/20 208-10-60 44.4 1,2,3,5 MHWW-18-H-01 REMARKS: 1. THERMOSTAT CONTROLLED 4. CEILING CONCEALED FC 6. MOUNT FAN COIL PER DETAIL � M4.41 2. WALL MOUNTED FAN COIL 5. MOUNT FAN PER DETAIL Ma.a1 3. INCLUDE CONDENSATE PUMP -PUMP SCHEDULE MANUFACTURER: BELL & GOSSET MANUFACTURER: PATTERSON KELLEY u� at SUPPLY FAN CAPACITY BH�HP WORKING X AIR H2O MARK MODEL. GPM HEAD PLEATED THROWAWAY RPM ELECTRICAL SERVICE WEIGHT REMARKS 0 P ROWS / FINS INC (FT.) ® V -Ph -Hz fax: 707-252-6473 f- CFM P 'L RPM VOLTS-P'H-Hz 0.39 QUANT. CFM FILTERS TOT SEN _-__- 60 1.25x5.25 45 20 (FT) 1750 115-1-60 BOILER LOOP 57 - 1 N/A 30/82 4.8 a 0.5 0.3 2/105 LL AH V P 2 PL -50 21.1 12 U U 3300 115-10-60 SECONDARY LOOP 15 1 AH -2 7.31 1000 56.1 0.17 MCCB-06 3300 2.87 0.18 2615 P 3 PL -36/3.0" IMPELLER 14.3 253300 /0.17 1,300 115-10-60 SECONDARY LOOP (GALLEY) 13 1 RECTANGULAR U HC -3 AH -3 5 1500 83.9 N/A 30/82 P 4 PL -55/3.8" IMPELLER 13.3 403250 2/123 BRAKE HORSEPOWER 115-10-60 RADIANT FLOOR (MECH) 13 1 BOS BOTTOM OF SLAB TC 3 0.4 Odp HC -4 AH -4 20.78 P 5 SERIES -PR 4.25" IMP 9.8 11.01725 /0.17 4000 115-10-60 RADIANT FLOOR (GALLEY) 13 1 12 1 600 2" FILTER 1,450 HC -2 CC -2 RETAIL AND 1-6 2 REMARKS: 1. BOOSTER PUMP, VARIABLE SPEED. AIR HANDLERLE MANUFACTURER: TRANE MANUFACTURER: PATTERSON KELLEY u� at SUPPLY FAN CAPACITY MBH WORKING X AIR H2O MARK G Lu O AHU SIZE PLEATED THROWAWAY WEIGHT HC # CC # LOCATION REMARKS 0 P ROWS / FINS INC - ® (MBH) (FT') fax: 707-252-6473 f- CFM TSP 'L RPM VOLTS-P'H-Hz WHEEL QUANT. CFM FILTERS TOT SEN _-__- 1. BOILER SHALL BE CONDENSING AND CAPABLE OF OUTDOOR OPERATION. 2. ELECTRICAL REQUIREMENTS: 120V -10 - 60HZ ("WC) (FT) AL FC W.C. ;��Hp 4.38 825 DIA./WIDTHDTH N/A 30/82 4.8 a 0.25 0.3 2/105 LL AH V FLEXIBLE DUCT 2.95 45' ROUND DUCT TAKE -OFF U U 3-WAY2.5 ® _ .J HC -2 AH -2 7.31 1000 56.1 N/A MCCB-06 3300 2.87 0.18 2615 230-30-60 12 1 700 2" FILTER 1,300 HC -1 CC -1 BREAK ROOM 1-6 RECTANGULAR U HC -3 AH -3 5 1500 83.9 N/A 30/82 5.7 WAY 0.29 0.1 2/123 BRAKE HORSEPOWER AH HONSEPOWER DRAWN: BOS BOTTOM OF SLAB TC 3 TOP OF DUCT Odp HC -4 AH -4 20.78 2950 165.0 NIA 30/82 MCCB-08 4000 2.71 :7/5 2873 230-30-60 12 1 600 2" FILTER 1,450 HC -2 CC -2 RETAIL AND 1-6 2 HC -5 AH -5 2.75 325 20.9 NIA 30/89 WAY 0.05 OA 2/80 LOBBY AH 6.09 3-1WAY HC -6 AH -6 2.75 350 20.9 N/A 30/89 MCCB-12 6000 2.53 0.0 2291 230-30-60 15 1 1500 2" FILTER 1,900 HC -3 CC -3 3 -WAY 1-6 REMARKS: COIL INTEGRAL TO AHU. EWT/LWT: 160/140°F 7.5 PURPOSE AH MCCB-21 11800 2.841466 X15 230-30-60 22 1 1750 2" FILTER 2,950 HC -4 CC -4 OFFICE CORE 1-6 4 1.19 AH MCCB-03 1300 2.35 2851 230-30-60 9 1 300 2" FILTER 1,000 HC -5 CC -5 HR OFFICE/ 2-6 5 15 CONFERENCE 1.34 AH MCCB-03 1400 2.41 2954 230-30-60 9 1 150 2" FILTER 1,000 HC -6 CC -6 BOARD ROOM 2-6 6 1.5 REMARKS: 1. PROVIDE SMOKE DETECTOR PER CMC 609. DETECTOR PROVIDED BY 5. FOR UNIT MOUNTING, SEE STRUCTURAL DRAWINGS. ELECTRICAL, INSTALLED BY MECHANICAL. 6. UNIT SHALL BE EQUIPPED WITH VFD. 2. WEIGHT OF COILS INCLUDED. 3. FAN SHALL HAVE 2" INTERNAL SPRING ISOLATION. 4. UNIT PROVIDED WITH FACTORY INSTALLED FAN MOTOR STARTER. AIR HANDLER HEATING COIL SCHEDULE MANUFACTURER: TRANE MANUFACTURER: PATTERSON KELLEY ABBR. DESCRIPTION CAPACITY MBH WORKING X AIR H2O MARK AHU SIZE CFM INPUT ENT/LVG.AIR GPM Cv P 0 P ROWS / FINS INC - ® (MBH) (FT') fax: 707-252-6473 DB (°F.) OR EXHAUST AIR DUCT 'L MACH C900 PER FOOT 846 160'F - 795 TOT SEN _-__- 1. BOILER SHALL BE CONDENSING AND CAPABLE OF OUTDOOR OPERATION. 2. ELECTRICAL REQUIREMENTS: 120V -10 - 60HZ ("WC) (FT) AL FC HC -1 AH -1 4.38 825 46.8 N/A 30/82 4.8 a 0.25 0.3 2/105 LL W W V FLEXIBLE DUCT to a' 45' ROUND DUCT TAKE -OFF U U 3-WAY2.5 ® _ .J HC -2 AH -2 7.31 1000 56.1 N/A 30/82 3.8 SAY 0.18 0.1 1/166 SQUARE TO ROUND z Q DUCT TRANSITION W DUCT TRANSITION 3 -WAY RECTANGULAR U HC -3 AH -3 12.38 1500 83.9 N/A 30/82 5.7 WAY 0.29 0.1 2/123 BRAKE HORSEPOWER HP HONSEPOWER DRAWN: BOS BOTTOM OF SLAB TC 3 TOP OF DUCT Odp HC -4 AH -4 20.78 2950 165.0 NIA 30/82 16.9 45 0.36 0.4 2/91 3 -WAY HC -5 AH -5 2.75 325 20.9 NIA 30/89 2.1 WAY 0.05 OA 2/80 3-1WAY HC -6 AH -6 2.75 350 20.9 N/A 30/89 2.1 0.05 0.0 2/84 3 -WAY REMARKS: COIL INTEGRAL TO AHU. EWT/LWT: 160/140°F AIR HANDLER COOLING COIL SCHEDULE MANUFACTURER: TRANE MANUFACTURER: PATTERSON KELLEY ABBR. DESCRIPTION CAPACITY MBH WORKING X AIR H2O MARK AHU SIZE CFM INPUT ENT/LVG.AIR GPM Cv O P Q P ROWS / FINS INC - ® (MBH) 2 (FT) fax: 707-252-6473 DB (OF.) OR EXHAUST AIR DUCT B 1 MACH C900 PER FOOT 846 160'F - 795 TOT SEN _-__- 1. BOILER SHALL BE CONDENSING AND CAPABLE OF OUTDOOR OPERATION. 2. ELECTRICAL REQUIREMENTS: 120V -10 - 60HZ ("WC) (FT) AL FC CC -1 AH -1 5.86 3300 129.2 108.9 85/55 25.7 a 0.79 6.12 6/107 LL W W V FLEXIBLE DUCT to a' 45' ROUND DUCT TAKE -OFF U U 2-W3AY W ® _ .J CC -2 AH -2 7.54 4000 153.7 132.0 85/55 30.6 SAY 0.71 3.66 6/132 SQUARE TO ROUND z Q DUCT TRANSITION W DUCT TRANSITION 2 - RECTANGULAR U CC -3 AH -3 12.30 6000 234.1 198.0 85/55 46.7 WAY 0.62 5.80 61102 BRAKE HORSEPOWER HP HONSEPOWER DRAWN: BOS BOTTOM OF SLAB TC 2 - TOP OF DUCT Odp CC- AH -4 20.78 11800 456.4 389.4 85/55 91.0 45 0.91 3.91 8/91 2 -WAY CC -5 AH -5 2.75 1300 49.6 42.9 85/55 9.9 WAY 0.59 3.62 4/165 2 - CC -6 AH -6 2.75 1400 54.8 46.2 85/55 10.9 0.56 8.53 4/142 2-5WAY REMARKS: COIL INTEGRAL TO AHU. EWT/LWT: 45/55°F BOILER SCHEDULE MANUFACTURER: PATTERSON KELLEY ABBR. DESCRIPTION CAPACITY OPERATING WORKING X MARK MODEL TEMP. PRESSURE WEIGHT REMARKS INPUT OUTPUT (7) (PSIG) (LBS) INC OR OUTSIDE AIR DUCT ® (MBH) (MBH) fax: 707-252-6473 QRpFESS/p,�� OR EXHAUST AIR DUCT B 1 MACH C900 900 846 160'F - 795 1,2,3,4 REMARKS: _-__- 1. BOILER SHALL BE CONDENSING AND CAPABLE OF OUTDOOR OPERATION. 2. ELECTRICAL REQUIREMENTS: 120V -10 - 60HZ 3. BOILER REQUIRES CATEGORY II VENTING. AL FC 4. LOW NOx, SEALED COMBUSTION MECHANICAL LEGEND SYMBOL ABBR. DESCRIPTION X EQUIPMENT TYPE X EQUIPMENT NUMBER X DETAIL / DRAWING NUMBER X -X SHEET NUMBER SA OR OA SECTION THRU SUPPLY AIR 3274 Nrilla Lane INC OR OUTSIDE AIR DUCT ® RA OR EA SECTION THRU RETURN AIR fax: 707-252-6473 QRpFESS/p,�� OR EXHAUST AIR DUCT ROUND DUCT DOWN 166 rri DN OR UP SLOPE DUCT DOWN OR UP FOF CA��F� IN DIRECTION OF FLOW _-__- AL 1" ACOUSTICAL LINING - - - AL FC 2" ACOUSTICAL LINING FLEXIBLE DUCT CONNECTION LL VD VOLUME DAMPER a FSD TV FIRE SMOKE DAMPER TURNING VANES LL W W V FLEXIBLE DUCT to a' 45' ROUND DUCT TAKE -OFF U U W ® _ .J 45' RECTANGULAR U> DUCT TAKE -OFF Lo 90' RADIUS TURN - ROUND w OR RECTANGULAR DUCT SQUARE TO ROUND z Q DUCT TRANSITION W DUCT TRANSITION 0 co RECTANGULAR U DUCT 90' SPLIT QT OS m W THERMOSTAT & SENSOR, 48"AFF, MAX CO CO2 SENSOR \ i AP ACCESS PANEL LL BHP BRAKE HORSEPOWER HP HONSEPOWER DRAWN: BOS BOTTOM OF SLAB TC TOD TOP OF DUCT Odp DIFFERENTIAL PRESSURE SENSOR iN�r Y +/- 0.25" W.C. PERMIT #i ! OI ` ✓ 7 EUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE- py COSTA NG INEE S 3274 Nrilla Lane INC Napa, CA 9455II ph: 707-252-9177 fax: 707-252-6473 QRpFESS/p,�� N 166 rri .3- -12 FOF CA��F� L/ J LL Q LL a i- LL W W V Lo to a' W U U W ® _ .J Z U> CD Lo W w coJ z Q W W z U 0 co J U Z) Z m W z U_ n- _ L.L. 0 LL w Oww:E DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: iN�r Y 4' y4 '^9Fr"7 0 m 0 < m O0 —00 7 r -n z > o --4 cn m ail M O L— m 0 --q z 0 m m m m --i --i iQ K) " 11 Zj 1, V 77WT > mn m 0 Z mum LUNDBERG FAMILY FARMS REG/s 1 m < M 0 z 10 CD � AIR& 0 2 1 5370 CHURCH STREET D > Ln con RICHVALE, CA 95974cri o 0 Ap, i is co Z 833 m m m m --i --i iQ K) " 11 Zj 1, V 77WT > m 0 Z OFFICE BUILDING OVERALL EQUIPMENT PLAN LUNDBERG FAMILY FARMS REG/s 1 m < M 0 z 10 CD � 0 2 1 5370 CHURCH STREET D > Ln con RICHVALE, CA 95974cri o 0 Ap, co 833 m m m m --i --i iQ K) " 11 Zj 1, V 77WT > m 0 Z OFFICE BUILDING OVERALL EQUIPMENT PLAN LUNDBERG FAMILY FARMS REG/s 1 m < M 0 z 10 CD � 0 5370 CHURCH STREET D > Ln con RICHVALE, CA 95974cri o 0 Ap, co 833 A j 2- 'S� 23 HHWR/S 3" CHWR/S C c n fE n, c, HJ' b Train�r -Rc il — — — — — — — — — — — — t--''------ — — — — — — ------------ I [ I I -- — — — — — — 12" CHWR/S Pr;va l2" CHWR/S 2" CHWS L4t-!��lLwg Roomj yrs Lt liti 1+1 F C 1 1 �j Files HR Office Office !)Cc 1 H HWRIS 2" CHWS R1 1 2" CHWR/S Rosairce HHWR/S 1,V2" CHWR/S I Small HHWR/S I -f U-1 I 11091 1 l i Rc;ori Office OF; �j �FC 2" CHWM-.- 17 ------ 2" CFCN 0 CIM 11231 0 JAI. ILL, ;CHWR/S FC\ t' 3 I Dfficc- 3/4 Fri I L5 FC % ---- :7; Jill N 7 J =F- 3/4" CHWR/S Y4- CHWR/S :Y4" CHWR/S /FC %"CHWRIS Y4" CHWR/S CHWR/S FC /FC I :Y4" CHWR/S TO coo� \20/ MANIFOLD i Coo" \L9/ FC (TYP 23) 3 P. CHWR/S I I Rccrn T Ston and RoccoX Copier P MANIFOLD 4 I,i 11 LS MANIFOLD 2 108 1 — — — — — — — — — — h — — — — — — — — — — — — - — — — — — — — — - L 11 1Ij 1 — — — — — — --- L I'd — — — — — — — — — — — — — — — -- — — — — — — — — — — — — 1 - — — — — — — — — — — - -- — — — — — — — — P {=1 ili lig I q SHEET M4.22 ism 1Y2" CHWR/S - 1" HHWRIS I. rs Ii -ENGINFEEP,S rC 3274 Villa Lane I'NR . Napa, CA 94558 ph: 707-252-9177 is ji,ii! co 16 E -31-12 rr 'A QHAI9TF� 13 �,-Mirlictrat'VO C 'Ore ------ 75ry LL LL w W (r% ti k:j P Lo 0000 U) M — -r < W (-) (-) (no ci� - :D LLJ —i in -117 < Z (.) > C) D CY) Lo 1148 j Z I T Z < CL 2E -j < LL (-) 0 Z < D 0 ui U) Z Z < C/) D C.) M z W 0 (.) � IL n I I >- 0 :1z DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: OFFICE BUILDING HYDRONICS & HVAC SOUTH OF MATCHLINE A SCALE: 1/8" = 1'-0" SHEET M4.221 `0 v S �( 1 01 v vEHMIT # � lcll- / ?3 / BUTTE COUNTY DEVELOPMENI SERViuc:':' REVIEWED FOR CODE COMPLIANCF rs COSTA -ENGINFEEP,S rC 3274 Villa Lane I'NR . Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 QRpVESS// co 16 E -31-12 rr 'A QHAI9TF� 13 Or CA A� U) 75ry LL LL w W (r% ti k:j P Lo 0000 U) M — -r < W (-) (-) (no ci� - :D LLJ —i in -117 < Z (.) > C) D CY) Lo Lij Z I T Z < CL 2E -j < LL (-) 0 Z < D 0 ui U) Z Z < C/) D C.) M z W 0 (.) � IL n I I >- 0 :1z DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: ��A��T���1 ��. .�� ^ .,.�.� . SHEET M4.21 ----�------------M-------------!�-------------M�------------ FC 10 FC C lit Y4" C '(15 MANIFOLD 6 -,)al zIF / . MANIFOLD 7 Y4" CHWR/S 26 1X" CHWR/S PROJECT NORTH ' ( MANIFOLD 5 Roc rn 30 t 34 lit i 135 i! 137 lit FOLD 8 ! | | ! ` . \ | . ' | ! J | '�- ---------------------�------------7-------------r--------_---T------------7--- 1 HHWSIR (FOR RADIANT FLOOR) W1- 'v`Vcmpr-,s F QAH - CULATOR ZPUMP, & S.O.V. ON WALL 4"CHVVR/SB r4 ! ' | . `. rHnvvm/S 2" CHWR/S ! ! | | | 7Fi u'CHV 2"CHVS / ~K�o»rn1140 |' S'/RnTdG ___'3"CHVR WVS.O.V.ON "-- /|| |'|! 4^CHVF�S B3"CHVR [146] MAN/r!��4Q� | \ \ ' ------ - - -----r------'-----�--------------l------ | | ' | ! / . . ' . / MANIFOLD 10 143 Lz 114 Closet IT j 142 SEE M1.1 FOR CONTINUATION OFFICE BUILDING HYDRNN 0S & HVAC NORTH ORH OF M0CHNNE SCALE: 1/8"=1-O^ n,� BUTTE COUNTY DEVELi SEPl ,cmvm REVIEWED FOR CODE COMPLIANCE 3274 ViRa Lane INC. Nana, CA 94558 ph: 707-252-9177 fax: 707-252-6473 ES HA ry LL w Lo Lo Lli LL CD LL DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: SHEET M4.31 SHEET M4.32 PROJECT NORTH F ---- --MA IFOLD S E®ULE MANIFOLD MANIFOLD FLOW RATE GPM MAX PD {FT) CV TYPE HHW PIPE RUNOUT SIZE 1 2.2 1.6 2 -WAY 3/4" 2 1.9 0.6 2 -WAY 3/4" 3 2.4 1.1 2 -WAY 3/4" 4 2.2 1.7 2 -WAY 3/4" 5 2.5 0.8 2 -WAY 3/4" 6 2.1 0.8 3 -WAY 3/4" 7 2.7 0.9 3 -WAY 3/4" 8 1.4 0.5 2 -WAY 3/4" 9 2.7 1.2 2 -WAY 3/4" 10 3.0 2.5 2 -WAY 3/4" REMARKS: 1. THERMOSTAT CONTROLLED 2. RADIANT TUBING IS 3/4" 3. O.C. SPACING IS 6" WITHIN 24" OF BUILDING PERIMETER U SHEET M4.31 SHEET M4.32 RADIANT FLOOR CIRCUITS MANIFOLD CIRCUIT # SPACING CIRCUIT FLOW ROOM #'S (IN) O.C. LENGTH GPM 1 CIRCUIT 1 12 472 0.7 1 Rp ESS 101 Z ui 16 c x -12 1 CIRCUIT 2 12 446 0.7 I..L 101 LL 1 CIRCOU6IT 3 12 380 0.4 LLJ U W W = J Z U j C) U 1 CIRCUIT 4 9 368 0.2 105 Q 1 CIRCUIT 5 9 3$8 0.2 w 107 t0� V Z 2 CIRCUIT 1 12 408 0.4 U 122,123 I O DATE: 01.31.11 2 CIRCUIT 2 12 485 0.2 120,121 2 CIRCUIT 3 12 250 0.3 148-7 2 CIRCUIT 4 12 493 0.4 148-20 2 CIRCUIT 5 12 360 0.3 148-18 2 CIRCUIT 6 12 497 0.3 148-16 3 CIRCUIT 1 12 360 0.3 118,119 3 CIRCIU9IT 2 12 383 0.2 130, 131, 132 3 CIRCUIT 3 12 448 0.6 114,115,116,117 3 CIRCUIT 4 12 500 0.3 148-14 3 CIRCUIT 5 12 499 0.3 148-12 3 CIRCUIT 6 12 498 0.3 148-10 3 CIRCUIT 7 12 480 0.3 148-8 3 CIRCUIT 8 12 499 0.4 148-6 4 CIRCUIT 1 12 480 0.4 148-1 4 CIRCUIT 2 12 498 0.3 148-2 4 CIRCUIT 3 12 498 0.7 108, 109, 110 4 CIRCUIT 4 12 467 0.5 11.1, 112, 113 REMARKS: 1. THERMOSTAT CONTROLLED 2. RADIANT TUBING IS %4' 3. O.C. SPACING IS 6" WITHIN 24" OF BUILDING PERIMETER RADIANT FLOOR CIRCUITS MANIFOLD CIRCUIT # SPACING CIRCUIT FLOW ROOM #'S (IN) O.C. LENGTH GPM 4 CIRCUIT 5 12 494 0.3 1 Rp ESS 148-4 Z ui 16 c x -12 5 CIRCUIT 1 12 367 0.4 I..L 127,128 LL 5 CIRCU6IT 2 12 444 0.5 LLJ U W W = J Z U j C) U 5 CIRCUIT 3 12 467.4 0.3 148-3 Q 5 CIRCUIT 4 12 156 0.3 w 144,145 t0� V Z 5 CIRCUIT 5 12 451 0.3 U 148-5 I O DATE: 01.31.11 5 CIRCUIT 6 12 498 0.3 148-9 5 CIRCUIT 7 12 499 0.4 148-7 6 CIRCUIT 1 12 494 0.3 148-13 6 CIR1 U34 IT 2 12 494 0.4 138-3 6 CIRCUIT 3 12 500 0.3 148-11 6 CIRCUIT 4 12 408 0.5 135,136 6 CIRCUIT 5 12 314 0.3 130, 131, 132 6 CIR 331T 6 12 383 0.3 147-2 7 CIRCUIT 1 12 496 0.3 148-15 7 CIRCUIT 2 12 465 0.3 148-17 7 CIRCUIT 3 12 469 0.3 .137-1 7 CIRCUIT 4 12 469 0.3 148-19 7 CIRCUIT 5 12 497 0.3 137-3 7 CIRCUIT 6 12 492 0.3 148-21 7 CIRCUIT 7 12 474 0.5 137-5 7 CIRCUIT 8 12 501 0.4 148-22 8 CIRCUIT 1 12 411 0.3 137-4 REMARKS: 1. THERMOSTAT CONTROLLED 2. RADIANT TUBING IS %" 3. O.C. SPACING IS 6" WITHIN 24" OF BUILDING PERIMETER RADIANT FLOOR CIRCUITS MANIFOLD CIRCUIT # SPACING CIRCUIT FLOW i ROOM #'S (IN) O.C. LENGTH GPM 8 CIRCUIT 2 12 298 0.2 1 Rp ESS 137-6 Z ui 16 c x -12 8 CIRCUIT 3 12 473 0.3 I..L 137-2 LL 8 CIR CUIT 4 12 351 0.1 LLJ U W W = J Z U j C) U 8 CIRCUIT 5 12 419 0.4 137-7 Q 8 CIRCUIT 6 12 327 0.1 w 144,145 t0� V Z 9 CIRCUIT 1 9 272 0.2 U 139 I O DATE: 01.31.11 9 CIRCUIT 2 12 490 0.3 138-1 9 CIRCUIT 3 12 492 0.6 138-2 9 CIRC3UIT 4 12 314 0.5 9 CIRCUIT 5 12 320 0.4 138-3 9 CIRC3UIT 6 12 308 0.4 9 CIRCUIT 7 9 272 0.3 143 10 CIRCUIT 1 12 412 0.9 147-1 10 CIRCUIT 2 12 393 0.8 147-2 10 CIRCUIT 3 12 463 0.9 147-3 10 CIRCU61T 4 12 377 0.4 REMARKS: 1. THERMOSTAT CONTROLLED 2. RADIANT TUBING IS 3/4" 3. O.C. SPACING IS 6" WITHIN 24" OF BUILDING PERIMETER AFI RADIANT PLAN t t:hMIT # / �, 17 S� uvERALL BUTTE COUNTY DEVELOPMENT SERbic'L„ REVIEWED FOR COBE COMPLIANCE o s-fA ENG INE- EpS 3274 Villa Lane INC Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 1 Rp ESS �ST9C�2 Crl Z ui 16 c x -12 FCHANIGP� 0� CAOF 3 uJ 2 I..L LL F - LL W �- W Pn� V F- Lo ry C/) m LLJ U W W = J Z U j C) U ®I Lo Iz Z Q J n Z Q J a ry w t0� V Z M� W W U 11 I O DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: �, PROJECT NORTH OFFICE BUILDING RADIANT PLAN SOUTH OF MATCHLINE, SCALE: 1/8" = l' -O" PERMIT 9. to. tq,57 BUTTE IF: COUNI T DEVELOPMENT SERVICES REVIEWED FOR �J 22 ------ - -- --- r. L----- ----- -Z- PROJECT NORTH OFFICE BUILDING RADIANT PLAN SOUTH OF MATCHLINE, SCALE: 1/8" = l' -O" PERMIT 9. to. tq,57 BUTTE IF: COUNI T DEVELOPMENT SERVICES REVIEWED FOR 2 oil, SCALE: 1/8" = V-0" 7 0 11ir ....... 1 71 ll r 4 1 SHEET M i3u-.rE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ---- ------ COSTA ENGII\,rEF,P,S 3274 Villa I-wic ING. Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 ,-,ROFESSln T9 cZ CD ujN 1rrl p 1-12 HM4 FBF CA\ -\F U) —j LL w W f r% Lo U) 0) w C) C) r*r' wZ) _j 2: < Z c) > c) D r -- _j Lo W z LL 0 co 0 < Z I (D U) Z 0� 0 0 1 Z) u - co I— ui z LJL u- < 0 rell DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: PRV (TYP) I FULL SIZE DRAIN Q EQUIPMENT ON hr-IVVK rt -Kum m1tuti NUUM / BOILER SKID - - - - - - - - - - - - - - - - - - - ----� HHWR FROM GALLEY SNUBBER (TIP) THERMOMETER (TYP) I ' I PRESSURE I GAUGE (iYP) 1 VFD BUTTERFLY VALVETRIPLE (DUTY I HHWS TO MECH ROOM C ` VALVE(TYP) I ----------I PETE'S PLUG (TYP) I P 2 (--- —�_ ---I 0 L ------------------J f L----- -� I 2Y2" (A LJ Cf, -rlAI FLOW STRAIGHTENER (TYP) BLOWDOWN 1Y2 > I I PRESSURE REDUCING VALVE SET @ 15 PSI i \ PRESSURE BACKFLOW GAUGE (TYP) PREVENTION MAKE-UP WATER 0 DEVICE ASSEMBLY WITH RELIEF 0 1 I„ T i QOET DRAIN I r------- - 0 0 1 r Ah ,or I V�\� L 0{�-i I M I O f-{ O �� I HEAT TRAP /4" BYPASS DRAIN SITE CW I WATER METER W/ DRAIN PULSE OUTPUT L— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� rA� BOILER SKID PIPING DIAGRAM SCALE: NONE CONCRETE SLAB NOTE: MINIMUM 2" CONCRETE REQUIRED FROM TOP OF PIPE TO SURFACE OF SLAB NOTE: PLACE FASTENERS EVERY 2' TO TSO THAT THE PIPE DOES NOT o FLOAT IN THE SLAB. MORE MAY BE REQUIRED IF PIPE RISES. ENSURE a o v ° v BENDS AND TURNS ARE SECURED. o \ , T7D ° 4" MIN i� /� % I RIGID FOAM BOARD INSULATION UNDER OVERPOUR AND AROUND EDGES WIRE MESH (ENSURE COMPRESSION RATING IS VAPOR BARRIER- I SUITABLE FOR APPLICATION) COMPACT SUBBASE Y2" RAUPEX TUBING; 6", 9" OR 12" SPACING SET TUBING MINIMUM PER DESIGN 6" AWAY FP.OM WALLS SLAB -ON -GRADE: NYLON PIPE TIES RADIANT PIPING IN SLAB DETAIL OE ® SCALE: SCALE: NONE NOTES: 1. RUN PIPING TRAPEZE AS CLOSE AS POSSIBLE TO STRUCTURE. 2. SUPPORT PIPING AT A MAXIMUM OF 8'-0" INTERVALS. 3. SEE PLANS FOR PIPE SIZES. 4. CHANNEL DEFLECTION SHALL NOT EXCEED 1/360 OF THE SPAN BETWEEN RODS. DOUBLE -UP CHANNELS AS REQUIRED. 5. PROVIDE "B -LINE" CHANNEL ROD STIFFENER @ ALL -THREAD WHERE DIAGONAL BRACE OCCURS. INCLUDE SC228 ASSEMBLY AS RECOMMENDED BY MANUFACTURER. F NO BRACING IS RPOUIRED ON PIPES WITH LESS THAN 1" I.D. AND ALL OTHER PIPES LESS THAN 2-1/2" TRAPEZE LOAD & SUPPORT CONDITIONS: HEAVY: 645 LBS PER TRAPEZE, OR MORE: 1/2"0 ALL -THREAD TO STEEL NOT HEAVY: LESS THAN 645 LBS PER TRAPEZE: 3/8"0 ALL -THREAD TO CONC DECK TABLE -1 ANGLE MAX LENGTH (INCHES) (INCHES) 1-1 /2 x 1-112 x 1/8 3'-0" 2 x 2 x 3/16 6'-0" 3 x 3 x 1/4 THAN THE NOMINAL SEE HANGER CONN DETAIL E/M4.40 - "B -LINE" ALL -THREAD ROD, 1/2"0 MINIMUM "B -LINE" PIPE CLAMP B22 ROD STIFFENER SERIES 2000 WITH SC -228 @ 18" OC PIPE INSULATION WHERE SPECIFIED - "B -LINE" CHANNEL 1 -5/8"x1 -5/8"x12 GA. ALTERNATE BRACE LOCATION --\ h li II u u u n II II II BENT PLATE, MATCH GALVANIZED STEEL THIr''Ki'J"SS & VVID'-H INSULATION GUARD 4x6 BLOCKING I— --I HHWS TO GALLEY 3-1 Ox PIPE D STRAIGHT PIPE w O m 0 LL V J SCALE: NONE ROOFING (SAD) � A 46 FIT TIGHT W/ (3) 16d EACH END ir [jiij• _ o- . `-3/8" MACHINE BOLT MANSARD RAFTER (SSD 1 -1/2"x1 -1/2"x1/4" VERTICAL, DIAGONAL OR LONGITUDINAL / I BRACING l SEE APPROPRIATE HANGER DETAIL A HANGER CONNECTIONS AND SEISMIC BRACE DETAILS TO I -JOIST SCALE: NONE SEE HANGER CONNLONGITUDINAL BRACE EA SIDE (TYP.) DETAIL E/M4.40 N @ 12'-0" MAX, SEE TABLE -1 FOR SIZE. SEE APPROPRIATE SEISMIC BRACE CONNECTION DETAIL "B -LINE" ALL -THREAD LATERAL BRACE ONE SIDE (TYP.) - LONGITUDINAL BRACE EA SIDE ROD, 1/2"0 MINIMUM----,,,_ G 12'-0" MAX, SEE TABLE -1 FOR (TYP.) @ 12'-0" MAX, SEE TABLE -1 SIZE. SEE APPROPRIATE SEISMIC FOR SIZE. SEE APPROPRIATE BRACE CONNECTION DETAIL SEISMIC BRACE CONNECTION DETAIL HEX NUTS (BOTH SIDES), TYPICAL - IATERAL BRACE ONE SIDE (TYP) @ 12'-0"' MAX, SEE TABLE -1 FOR "B -LINE" B3690 PIPE 3/8"0 MACHINE BOLT, EQ LOCK WASHER & NUT. 2" & SMALLER PIPE HOLE FOR BOLT SHALL X GALVANIZED STEEL BE BORED 1/16" LARGER INSULATION GUARD THAN THE NOMINAL EQ BOLT DIAMETER (WHERE SPECIFIE SEE APPROPRIATE HANGER DETAiL---­,,. / \ � 1 SECTION AA I— --I HHWS TO GALLEY 3-1 Ox PIPE D STRAIGHT PIPE w O m 0 LL V J SCALE: NONE ROOFING (SAD) � A 46 FIT TIGHT W/ (3) 16d EACH END ir [jiij• _ o- . `-3/8" MACHINE BOLT MANSARD RAFTER (SSD 1 -1/2"x1 -1/2"x1/4" VERTICAL, DIAGONAL OR LONGITUDINAL / I BRACING l SEE APPROPRIATE HANGER DETAIL A HANGER CONNECTIONS AND SEISMIC BRACE DETAILS TO I -JOIST SCALE: NONE SEE HANGER CONNLONGITUDINAL BRACE EA SIDE (TYP.) DETAIL E/M4.40 N @ 12'-0" MAX, SEE TABLE -1 FOR SIZE. SEE APPROPRIATE SEISMIC BRACE CONNECTION DETAIL "B -LINE" ALL -THREAD LATERAL BRACE ONE SIDE (TYP.) - LONGITUDINAL BRACE EA SIDE ROD, 1/2"0 MINIMUM----,,,_ G 12'-0" MAX, SEE TABLE -1 FOR (TYP.) @ 12'-0" MAX, SEE TABLE -1 SIZE. SEE APPROPRIATE SEISMIC FOR SIZE. SEE APPROPRIATE BRACE CONNECTION DETAIL SEISMIC BRACE CONNECTION DETAIL HEX NUTS (BOTH SIDES), TYPICAL - IATERAL BRACE ONE SIDE (TYP) @ 12'-0"' MAX, SEE TABLE -1 FOR "B -LINE" B3690 PIPE SIZE. SEE APPROPRIATE SEISMIC HANGER BRACE CONNECTION DETAIL 2" & SMALLER PIPE 1/2" GALVANIZED STEEL 5/8" INSULATION GUARD PIPE INSULATION 2 (WHERE SPECIFIE 1 MAX LOCK NUT & WASHER TYPICAL) PIPE (SEE PLANS MINIMUM ROD SIZES PIPE DIAMETER (INCHES) (INCHES) 3/8" 2" & SMALLER PIPE 1/2" 2-1/2" & 3" PIPE 5/8" 4" PIPE 78 "0x3" LAG BOLT ....� �...,,�... �......� . ..... BLOCKINC SHANK DL BLDG STRUCTURE GALVANIZED SHIEL SUPERSTRUT A -T "CUSH-A-CLAM PIPE INSULATION (WHERE SPEC -D) PIPE (SEE PLANS FOR SI2 SUPERSTRUT MODEL A1200 1-5/"x1 %"x' GA ZINC DICHROMATE PLATED CHANNE! LENGTH AS REQUIRE SILICONE SEALANT ALL - AROUND 12" EMT SLEEVE ROOFING (SAD) � B i 46 FIT TIGHT WI (3) 16d EACH END MANSARD RAFTER (SSD}-- 3/$" ALL -THREAD ROD MIN / (SIZE PER MTG/ � HANGER DETAILS)—// ,t/ �} SEE APPROPRIATE HANGER DETAIL EQ 1_ EQ 12" MAX TO TOP OF PIPE ISOLATION VALVE (TYF THREE -WA` (WHERE SC MOUNTING BRACKET %" PEX TUB CONDUIT EI 30" x 24" RECESSED MANIFOLD HOUSING WITH LOCKING ACCESS DOOR. FLOW BALANCING VALVE (TYP.) RETURN MODULE ZONE VALVE (TYP.) SUPPLY MODULE COMPRESSION FITTING NUT (TYP.) FOR RADIANT SLAB DETAIL SEE A - MANIFOLD PIPING DETAIL SCALE: SCALE: NONE 1-1/4" LAG SCREW (TYPICAL 2) EQ 4x BLOCKING - � 2"x2"x3/8"x2" LONG ANGLE IRON BRACKET 2 MAX EQ 3/8"0 MACHINE BOLT, O EQ LOCK WASHER & NUT DOUBLE JAM NUTS & 6" MIN EQ WASHER (TYPICAL) LOCK NUT & WASHER (TYPICAL) t - �"� SEE APPROPRIATE 22 GA, 2" WIDE GALV HANGER DETAIL \ SHEETMETALSTRAP t l SEE APPROPRIATE SECTION BB HANGER DETAIL BUTTE COUNTY UM:LOPF, OF BRACE` FOR SIZES) % �• `'%j REVIEWED EFOR NT �Es ---- _ . E � y efJ . ' 1 .. ' E ��'+^.?^t� �,R'3. �{,'M/" ��pp. _ •. w, .a, . � _� +9 1,. T' .u7 YS i•1 '•47� 1 }. t'�.. H, � Ail � %� SCALE: iJONE SCALE: N.T.S. �a.�,•,�.,,ays,�.f�,,,,�,,..��,,.�,�r �..�,R".... ������ �.s.•...�,�,,:-�.�,.a.,�.•���...•.�-.,�,._,®.�.,-,.��. ;, �_ . ,.s���.,,�.;•.a-tea.-,a�..,�-,�-�,z.��... .--------- -----_._��.�----_�_�_�. - --- — i 4. ..�q COST ENGINEE S 3274 Villa Lane INC. Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 QROFESS/p�, cosq�F 16rin 1-1 z} q�F FCHM4 OF CALF VJ LL G LL � I— W ti Lo MW 0 W rflo Lu 0 Q O = Co r Lny cf, _J Q I - w 0 (D z a_ n 06 V Z 2i Q 0 0� J (D D Q ED 0 W (D U z LL CL_ O� DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: RECTANGULAR GALVANIZED SHEETMETAL DUCT ---� 3/8"fdRLL-THREAD SEE HANGER CONN DETAIL E/M4.40 ROD (TYPICAL) RECTANGULAR GALV. ► 12" MAX TO BOTTOM NUTS & WASHERS SHTMTL DUCT ; OF ROOF STRUCT (TYPICAL) t i 2" x 2" x 1/4" ANGLE DOUBLE JAM NUTS & ` WASHERS (TYPICAL) RECTANGULAR DUCT (EXPOSED/CONCEALED) (32" WIDE AND LARGER) SELECT APPROPRIATE HANGER CONN DETAIL FROM A/M4.3 OF RECTANGULAR! SHTMTL DUCT i--- RECTANGULAR GSM DUCT 30/8"0 ALL -THREAD ROD (TYPICAL) ROD STIFFENER WHERE ANGLE _ BRACE OCCURS (TYP.) LATERAL & LONGITUDINAL BRACING @ 20'-0" OC OR WHERE REQUIRED, SEE APPROPRIATE SEISMIC CONNECTION DETAIL I NUTS & WASHERS (TYP.) "B -LINE" ANGLE CLIP (TYP.) /2" x 2" x 1/4" ANGLE DOUBLE JAM NUTS & WASHERS (TYPICAL) RECTANGULAR DUCT (EXPOSED/CONCEALED) (31" WIDE AND SMALLER) TYPICAL DUCT HANGER DETAILS SCALE: NONE SECURE FAN COIL UNIT TO WALL WITH A MINIMUM OF (3) 3/8"Oxl-1/2" LAG — BOLT WITH LOCK WASHER THROUGH HOLES PROVIDED IN MOUNTING PLATE PRE -DRILL TO 75% OF SHANK DIAMETER AND LUBRICATE WITH -- SOAP. LOCATE (1) BOLT AT EACH STUD AT — CENTERLINE OF (E) STUDS. PROVIDE HORIZONTAL BLOCKING AS REQUIRED. PROVIDE (2) #10x1-1/2" WOOD SCREWS AT EACH STUD ABOVE AND BELOW BOLTS IN HOLES PROVIDED. STUD WALL, SAD CHILLED WATER AND CONDENSATE PIPING, ROUTE PER PLANS STEEL WALL SUPPORT FRAME FURNISHED WITH UNIT. ATTACH FAN COIL TO FRAME. FAN COIL UNIT. MOUNT WITH A MINIMUM OF 2" CLEARANCE TO CEILING FAN COIL ON WALL DETAIL SCALE: N.T.S. I" MIN. SEE HANGER CONN DETAIL E/M4.40 LATERAL BRACE, t / 3/8" ALL -THREAD ROD SEE APPROPRIATE 12" MAX TO BOTTOM BRACE CONN OF ROOF STRUCT (/ NUTS &WASHERS DOUBLE JAM NUTS & DUCT WITH 2" WIDE 1 WASHERS GALV GSM STRAP 22 GA x 2" WIDE GALVANIZED SHEETMETAL STRAP SPIRAL DUCT ROUND DUCT (EXPOSED/CONCEALED) (18"0 AND LARGER) ROUND DUCT (EXPOSED/CONCEALED) (16-0 AND SMALLER) DUCT SUPPORT NOTES: A. ALL STRAPS, RODS, TRAPEZE ANGLES AND TRAPEZE CHANNELS SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH THE LATEST SMACNA REQUIREMENTS. B. ALL BOLTS, NUTS, SCREWS AND OTHER FASTENING DEVICES SHALL BE LOAD -RATED AND SHALL MEET ALL CODE REQUIREMENTS AND SAFETY FACTORS WHICH APPLY. C. WIRE, USED IN LIEU OF STRAPS AND RODS, IS NOT ALLOWED. D. WHERE APPLICABLE, INSTALL INSULATION AFTER INSTALLING DUCT HANGERS. E. LATERAL BRACING REQUIRED ON 32" WIDE AND LARGER RECTANGULAR DUCTS, AND ON 18" DIAMETER AND LARGER ROUND DUCTS. F. SUPPORTS SHALL BE PLACED AT 8'-0" ON CENTER (MAX) AND AT ALL CHANGES IN DIRECTION. G. FOR DUCT SUPPORT IN CAFETERIA SOFFIT, SEE STRUCTURAL DETAIL 4/S530. HANGER AT 4 CORNERS SELECT APPROPRIATE �`� SEISMIC BRACE AT HANGER CONN DETAIL �'� OPPOSITE CORNERS FROM A/M4.3 OR B/M4.3 CONNECTION, E M4.40 RECTANGULAR GALVANIZED 1/2" ALL -THREAD ROD / SHEETMETAL DUCT 22 GAx2" WIDE GALV j SHEETMETAL STRAP 22 GAx2" WIDE GALV �� SHEETMETAL STRAP #10 SHEETMETAL DIAGONAL BRACING --�' SCREW SPIRAL SHTMTL DUCT ROUND DUCT (EXPOSED/CONCEALED) (16-0 AND SMALLER) DUCT SUPPORT NOTES: A. ALL STRAPS, RODS, TRAPEZE ANGLES AND TRAPEZE CHANNELS SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH THE LATEST SMACNA REQUIREMENTS. B. ALL BOLTS, NUTS, SCREWS AND OTHER FASTENING DEVICES SHALL BE LOAD -RATED AND SHALL MEET ALL CODE REQUIREMENTS AND SAFETY FACTORS WHICH APPLY. C. WIRE, USED IN LIEU OF STRAPS AND RODS, IS NOT ALLOWED. D. WHERE APPLICABLE, INSTALL INSULATION AFTER INSTALLING DUCT HANGERS. E. LATERAL BRACING REQUIRED ON 32" WIDE AND LARGER RECTANGULAR DUCTS, AND ON 18" DIAMETER AND LARGER ROUND DUCTS. F. SUPPORTS SHALL BE PLACED AT 8'-0" ON CENTER (MAX) AND AT ALL CHANGES IN DIRECTION. G. FOR DUCT SUPPORT IN CAFETERIA SOFFIT, SEE STRUCTURAL DETAIL 4/S530. HANGER AT 4 CORNERS WEIGHT = 118 LBS MAX CEILI BSCALE: NONE NG -MOON SEE SEISMIC B E CONNECTION, Maao nn 1 -1/2"x1 -1/2"x1/4" ANGLE DIAGONAL BRACING `--CEILING (S.A.D.) TED FAN COIL DETAIL �? 3 � BUTTE QOUNTY DEVELOPMENT SERVICES _ I �cnvtc,tS _ rt rz I! i :, Jw i :Y COSTA ENGINES S 3274 Villa 1 me INC. Napa, CA 94558 ph: 707-252-9117 fax: 707-252-6473 FESS Ld 16 �x 1-12 FCHANICP 0���� OF CAl �F VJ N� LL 2E L W ,q. W rn ti V Lo (n 0) W U0 m ry Ll.l ® T- _j Z U Q � o U L J fn Q V z 0 J J Q :D U m z W Q U 7- I I U LL W O 2 DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: I IL m lv� A J, 1, a Y I SEISMIC BRACE AT PLAN VIEW OPPOSITE CORNERS SEE HANGER CONNECTION, E M4.40 1/2" ALL -THREAD ROD / 1 -1/2"x1 -1/2"x1/4" ANGLE WITH LOCK NUT & ti j LONGITUDINAL BRACING - WASHER, TYPICAL 4 ��` �� SECURE SIMILAR TO DIAGONAL BRACING --�' LOCK NUT &WASHER, TYPICAL INTEGRAL MOUNTING BRACKET, TYPICAL 4 DOUBLE JAM NUTS & WASHER, TYPICAL CEILING CASSETTE / WEIGHT = 118 LBS MAX CEILI BSCALE: NONE NG -MOON SEE SEISMIC B E CONNECTION, Maao nn 1 -1/2"x1 -1/2"x1/4" ANGLE DIAGONAL BRACING `--CEILING (S.A.D.) TED FAN COIL DETAIL �? 3 � BUTTE QOUNTY DEVELOPMENT SERVICES _ I �cnvtc,tS _ rt rz I! i :, Jw i :Y COSTA ENGINES S 3274 Villa 1 me INC. Napa, CA 94558 ph: 707-252-9117 fax: 707-252-6473 FESS Ld 16 �x 1-12 FCHANICP 0���� OF CAl �F VJ N� LL 2E L W ,q. W rn ti V Lo (n 0) W U0 m ry Ll.l ® T- _j Z U Q � o U L J fn Q V z 0 J J Q :D U m z W Q U 7- I I U LL W O 2 DATE: 01.31.11 DRAWN: DF CHECKED: TC REVISION: BY: I IL m lv� A J, 1, a Y I J 0 0 i 14 4 Lp tri LEGEND MINIMUM............................................................._.......MIN ASPHALT CONCRETE ....................................... -....AC EX 'MINOR• CONTOUR' LINE EVERY 0.5' 315-- — -- — -- — -- EX MAJOR CONTOUR LINE EVERY 2.5' 319_.-........-.._._. .... _....__.... PROPOSED -CONTOUR UNE EVERY 0:5' 320 PROPOSED CONTOUR LINE EVERY 2.5' --- 12 SD EX STORM DRAIN PIPE 12" SD PROPOSED STORM DRAIN PIPE (HDPE) ' 12 PROPOSED SHALLOW COVER STORM DRAIN PIPE CABLE TELEVISO..................................................CATV PER DETAIL "M" SHT 4 —6" SS - EX SANITARY SEWER PIPE 6. PROPOSED SANITARY SEWER LINE (PVC) ----------------- EX EDGE OF PAVEMENT (ASPHALT) CENTERLINE ............ CL PROPOSED FLOW LINE - - - - EX PROPERTY LINE - - -- - - - - - - PROPOSED -GROUND •CATCH• POINT - -- -- --- - PROPOSED GRADE BREAK - "- - -- -- - - EX EASEMENT (TYP LABELED) • . DRAIN INLET.............................................................. DI EX CONCRETI= CURB D004 SPOUT............................................................DS PROPOSED CONCRETE VERTICAL .CURB. (DETAIL.. "C" SHT 4) , ELECTRIC.................................................................. E PROPOSED SAWCUT AND CONFORM UNE e"s PROPOSED GAS LINE rx EX UNDERGROUND ELECTRIC oc-T------- EX UNDERGROUND TELEPHONE ex -w EX WATER LINE (AND, SWE) T PROPOSED UNDERGROUND 4" PRIVATE COMMUNICATION CONDUIT JT PROPOSED- UNDERGROUND JOINT TRENCH PER PG&E PLANS W PROPOSED PRIVATE WATER UNE — SIZE & TYPE PER LABEL F INISH GRADE . ..................................... PROPOSER ASPHALT CONCRETE FIREH-YDRAN-T........................................................FG .Fh+ SECTION PER DETAIL A SHT 4 FU}WLIN N E . ............ . EX SITE' CONCRETE FACE CURB....................................................FL ..................FC .SERV SUB GRADE... .............................................. FEET._ PROPOSED CONCRETE SIDEWALK GAS ...............................••••••.•••••.•••••.•.•.••••• •G PER DETAIL "D" S4T 4 GAUGE PROPOSED GRAVEL DRIVE PER "0" --�=- DETAIL SHT 4 - GRA METED ....................... GAS'......GM PROPOSED PROPOSED CONCRETE DRIVE ' PER DETAIL "B" SHT 4 iT PROPOSED COUNTY STD FIRE HYDRANT 104VERT ELEVATION..................................................IE PROPOSED WATER VALVE JOINTPOLE...............................................................1P PROPOSED SANITARY SEWER CLEAN OUT QS ® EX & PROPOSED SANITARY SEWER MANHOLE ewe HANDICAP RAMP SLOPES MUST BE 314 23 BETWEEN 8.33% AND 6.67% EX F EX GROUND ELEVATION 3=1 4.23 PROPOSED FINISHED GROUND ELEVATION L� PROPOSED CONCRETE DRAIN INLET (DETAIL "J" SHT 4) SIZE PER PLAN LEFT.................................................................LT PROPOSED PLASTIC YARD DRAIN (DETAIL "I" SMT 4) DSO PROPOSED DOWN SPOUT LOCATION o:oo PROPOSED TRUNCATED DOMES (DETAIL "E" SHT 4) ,... PROPOSED 6' CONCRETE PARKING BUMPER PER COOKS - SECURE WITH TWO REBAR PINS ABBREVIATIONS AGGREGATEBASE..................................................AB MINIMUM............................................................._.......MIN ASPHALT CONCRETE ....................................... -....AC MID POINT..............._.................................................MP BEGIN CURVE..........................................................BC MID POINT ON CURVE..........................................MPOC BACK OF WALK .......................................................BOW NOT TO SCALE ........................................................ NTS BUILDING SETBACK LINE ................................ ..BSL ORIGINAL GROUND .................................................. OG BACK OF SIDEWALK...............................................BSW OVERHEAD ELECTRIC ..........................:................. OHE BOTTOMOF WALL..................................................law OFFSET ................................................... CURVE# ................................................................... C .................. .O'S PROPERTY CORNER...............................................PC CABLE TELEVISO..................................................CATV PORTLAND CEMENT CONCRETE........................PCC CATCH BASIN...............................................CB PHASE NUMBER COMPOUND CURVE .................................... CC ... ........... .PH POINT OF INTERSECTION ......................... PI ..................................... CURB AND GUTTER.. ._. �CG PROPERTY LINE CENTERLINE ............ CL ._..._._.PL ROWER POLE...........................................................PP CORRUGATED METAL PIPE...................................CMP POINT OF REVERSE CURVATURE .....................PRC CONCRETE MASONRY UNIT...................................CMU PUBLIC STORM DRAIN EASEMENT CLEAN OUT ...................................................... .CO ....................PSDE PUBLIC SANITARY SEWER EASEfIENT:........ :.. PSSE CUBIC YARDS.........................................................:CY POINT OF TANGENCY............................................ PT DRAIN INLET.............................................................. DI PUBLIC UTILITY EASEMENT.................................PUE D004 SPOUT............................................................DS POLYWALCHLORIDE ..............................................PVC ELECTRIC.................................................................. E POINT OF VERTICAL INTERSECTION PVI EXISTINGGROUND...................................................EG .................. RADIUS.......................................................................R ELEVATION................................................................ .ELEV REINFORCED CONCRETE PIPE ..... EDGE OF PAVEMENT..............................................EP .......... ....._.......RCP RELATIVE DENSITY . END VERTICAL CURVE..........................................EVC ............................................... .RD RETURN ... .............. .RET ....... EXISTING....................................................................EX RIGHT-OF-WAY....:.......,.............. .ROW FUTURE...........................................................F- RTGHT.....,....................,:.........................................RT FINISH FLOOR Si OPE......................................................S F INISH GRADE . ..................................... STORM DRAIN...........................................................SD FIREH-YDRAN-T........................................................FG .Fh+ S�'E)RM- DRAWMA'1NTEPJAN£E HOLE FU}WLIN N E . ............ . ................ .SDMF•I SERVICE .................................................................... FACE CURB....................................................FL ..................FC .SERV SUB GRADE... .............................................. FEET._ .SG SANITARY SEWE$ R� GAS ...............................••••••.•••••.•••••.•.•.••••• •G SANITARY SEWER MAINTENANCE HOLE ........ SSMH GAUGE STATION...............................................................STA GRADE• BREAK.......................................................GA ..................GB STANDARD...............................................................STD GRA METED ....................... GAS'......GM SIDEWALK.......................................................SW RAMP.. ..................................................... HCRAMP TRANSFORMER.........................................................T HIGH DENSITY POLYETHYLENE...........................HDPE TOP BACK OF CURB ............................................. TBC 104VERT ELEVATION..................................................IE TOP OF CURB .......................................................... TC JOINTPOLE...............................................................1P TELEPHONE............................................................ JOINT TRENCH......................................................... JT .TEL TOE OF SLOPE ........................................................TOE LINE # .- ...............TL TOP OF SLOPE .. - TOP LATERAL ..........................................................LAT TOP OF WALL, • LINEAR FEET ... ......................................... LF ....•LIP ,TW TYPICAL ............................................ TYP -CLAY LIP OF GUTTER ...................................................... .LL VITRIFIED PIPE.:.......................................... VCP LOT LINE .......................................... VALLEY GUTIEK LEFT.................................................................LT WATER, ............W ..........•.............................................. MAXIMUM ....................................... MAX WATER METERWM MAXIMUM DRY DENSITY ...................................... MDD YARDS,,....................................................... YDS MAINTENANCE HOLE...............................................MH ........ I ........................................... .. Designed: RMS Drawn By: RMS Approved: 4-21-10 rJA WE -72 A� z Rpt lid, xt t)l� 1 1?) or ow viy, IR111 At Epr CIVIL SITE PLANS FOR A FACILITY EXPANSION •----------- i I I I i 1 I I 1 I I I I I I I 1 I I I 1 1 I I i r I I I 1 I I I I r I ------------------j FMftVALE AVEME -----. II ...�w��--_ -- \�-^---_ Lj —\_\-_----_-__-_------------------ ---------- — ----------•—_------------------- 279'-{------.---•-�,. I r 1 1 MOE PLOT A4 R 0 ED I os :,. f M1y�� \\.a \ I , lit f I------------ r .�..�. : RICE POT ►� � - i./••?,. •tel ------------------------ I :' t ► .MARKf- , , t I ► MON •-� �---- S , BE1N�� t 1 j 1 , f � 1i►► ► t I , I ► 1 ► t - 1► LMALE AVE �. L____. �, i, i t -� I i ► ► ------------- ---------I ------------ L ----------L ---------- � \�---___-^-- - ---� -------------------- _ UNDALE AVE —'--•-----r-----------y------------*---- --- ------------ h----_------------- —•-- A PN 02-9-170-023 thro v th 038 SITE MAP SCALE: 1" = 8Q' Revision Date By .civil Engineers..Surveyors - Chico, California I 1 i Mission Ranch Blvd, Ste 100 Chico, California 95926 Phone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.nrthstareng.com LUNDBERG FAMILY FARMS WAY RIC -VALE, CALIFORNIA SHEET INDEX C t CIVIL COVER SHEET C-2 GRADING & UNDERGROUND (NORTH) C-3 GRADING & UNDERGROUND (SOUTH) C-4 NOTES & DETAILS C-5 EROSION CONTROL PLAN SOILS REPORT A GEOTECHNICAL SOILS REPORT DATED FEBRUARY 19,'2009 WAS PREPARED FOR THIS FACILITY EXPANSION BY HOLDREGE & KULL. TWO SOILS REPORT ADD'ENDUMS REGARDING CONCRETE PAVING WERE ISSUED BY HOLDREGE & KULL. THE CONTRACTOR IS TO ENSURE ALL CONSTRUCTION IS IN CONFORMANCE NTH THIS REPOT. NOTIFY THE SOILS ENGINEER IMMEDIATELY IF SOILS DIFFERING FROM THOSE IN THE REPORT ARE FOUND ON-SITE. A COPY OF THE REPORT CAN BE OBTAINED AT THE OFFICES OF NORTHSTAR ENGINEERING. BENCH MARK DETAILS 1. THIS SURVEY WAS PREPARED FROM RECORD INFORMATION AS SHOWN ON MAP . BOOK 30, AT PAGE 11, MAP . BOOK 50 AT PAGE 97 AND INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT PREPARED BY MID VALLEY TITLE & ESCROW COMPANY, DATED NOVEMBER 18, 2008, NUMBER 0401-2844126. NO UABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2. THE TYPES, LOCATIONS, SIZES AND /OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC AND BOUNDARY SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. NORTHSTAR ENGINEERING ASSUMES- NO RESF NSI8ILITY FOR THE COMPLETENESS OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WI ITCH ARE NOT SHCIW4 04 TATS DRA<WLUG, 3. BENCHMARK &BASIS OF BEARING: THE ELEVATIONS SHOWN ON THIS SURVEY ARE BASED ON AN ASSUMED DATUM SUCH THAT THE LOT CORNERS OF LOT 19 IN THE BUTTE COUNTY RECORD MAP BOOK 30 PAGE 11--13 HAVE THE FOLLOWING ELEVATIONS: NORTH EASTERN CORNER NORTH WESTERN CORNER (FOUND" REBAR) (FOUND IRON PIN) NORTHING 4082.17 NORTHING - 4051.29 EASTING - 6141.43 EASTING = 6025.65 ELEVATION - 98.78 ELEVATION = 99.22 4. FLOOD ZONE NOTE: THIS SrTE IS IN FLOOD ZONE "X" - AREAS Of 500 YEAR FLOOD, AREAS OF 100 YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN t SQUARE MILE, AND AREAS PRE}TECTED BY LEVEES FROM 100 YEAR FLOOD. PER FLOOD INSURANCE RATE MAP NO. 08007CO975 C AND 06007CO765, EFFECTIVE JUNE 8, lam. APPRoVED_FOR CONSTRUCTION: MIKE.CRUMPI RCE 41977 DIRECTOR OF PUBLIC WORKS COUNTY OF BUTM PLANS PREPARED BY: Or ur1 w pe superWsKNT 0f, / (may ✓— ,3/31/12 t J • -- D.. ATE . RMM-SIMMUNS RCI568511 EXP09/30/11 DATE NORTHSTAR ENGINEERING CIVIL COVER SHEET C...1 LUNDBERG FAMILY FARMS EXrrkAS{ON �Hog. Seal& WA .�'�I'19o# 1 Of 5 � Vwt S1- �yy a ^•vj..... .... .. �PU�Y.I. X4! ..... .... .I PROJECT SM •16 LOCATION MAP nes SHEET INDEX C t CIVIL COVER SHEET C-2 GRADING & UNDERGROUND (NORTH) C-3 GRADING & UNDERGROUND (SOUTH) C-4 NOTES & DETAILS C-5 EROSION CONTROL PLAN SOILS REPORT A GEOTECHNICAL SOILS REPORT DATED FEBRUARY 19,'2009 WAS PREPARED FOR THIS FACILITY EXPANSION BY HOLDREGE & KULL. TWO SOILS REPORT ADD'ENDUMS REGARDING CONCRETE PAVING WERE ISSUED BY HOLDREGE & KULL. THE CONTRACTOR IS TO ENSURE ALL CONSTRUCTION IS IN CONFORMANCE NTH THIS REPOT. NOTIFY THE SOILS ENGINEER IMMEDIATELY IF SOILS DIFFERING FROM THOSE IN THE REPORT ARE FOUND ON-SITE. A COPY OF THE REPORT CAN BE OBTAINED AT THE OFFICES OF NORTHSTAR ENGINEERING. BENCH MARK DETAILS 1. THIS SURVEY WAS PREPARED FROM RECORD INFORMATION AS SHOWN ON MAP . BOOK 30, AT PAGE 11, MAP . BOOK 50 AT PAGE 97 AND INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT PREPARED BY MID VALLEY TITLE & ESCROW COMPANY, DATED NOVEMBER 18, 2008, NUMBER 0401-2844126. NO UABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2. THE TYPES, LOCATIONS, SIZES AND /OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC AND BOUNDARY SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. NORTHSTAR ENGINEERING ASSUMES- NO RESF NSI8ILITY FOR THE COMPLETENESS OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WI ITCH ARE NOT SHCIW4 04 TATS DRA<WLUG, 3. BENCHMARK &BASIS OF BEARING: THE ELEVATIONS SHOWN ON THIS SURVEY ARE BASED ON AN ASSUMED DATUM SUCH THAT THE LOT CORNERS OF LOT 19 IN THE BUTTE COUNTY RECORD MAP BOOK 30 PAGE 11--13 HAVE THE FOLLOWING ELEVATIONS: NORTH EASTERN CORNER NORTH WESTERN CORNER (FOUND" REBAR) (FOUND IRON PIN) NORTHING 4082.17 NORTHING - 4051.29 EASTING - 6141.43 EASTING = 6025.65 ELEVATION - 98.78 ELEVATION = 99.22 4. FLOOD ZONE NOTE: THIS SrTE IS IN FLOOD ZONE "X" - AREAS Of 500 YEAR FLOOD, AREAS OF 100 YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN t SQUARE MILE, AND AREAS PRE}TECTED BY LEVEES FROM 100 YEAR FLOOD. PER FLOOD INSURANCE RATE MAP NO. 08007CO975 C AND 06007CO765, EFFECTIVE JUNE 8, lam. APPRoVED_FOR CONSTRUCTION: MIKE.CRUMPI RCE 41977 DIRECTOR OF PUBLIC WORKS COUNTY OF BUTM PLANS PREPARED BY: Or ur1 w pe superWsKNT 0f, / (may ✓— ,3/31/12 t J • -- D.. ATE . RMM-SIMMUNS RCI568511 EXP09/30/11 DATE NORTHSTAR ENGINEERING CIVIL COVER SHEET C...1 LUNDBERG FAMILY FARMS EXrrkAS{ON �Hog. 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W TO JOINT CH A. i I � � a .. f118 I i lI , #. ,�.� 1 N� e� .. ` !' d •�4'� ` til ,fxp6s . 2 00 1024 ° '� i RC BY Civil Engineers..Surv�rors Chico, California. 111 Mission Ranch Blvd. Ste 100 Chico, California 95926 Phone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.northstareng.com 1'11 1� 11 :1 1 '1 �1 1 ,;1 1 PAIN UNDER4"No, FIBER OI TiC COMMi7Ti0N L'(iiE 1. 1 LUNDBERG FAMILY FARMS�IC�i�'k-� GRA%1D DE ASID UTILITIES E-2 ,D I�AIDWaY LUNDBERG FAMILY FARMS EXrM�t�iE�t RICHVALE, CALIFORNIA � � 170- � sneer ? ars � t• • i i �� 5 •. f .. � ':-x.'11 x�fY ��l �t • 1 ♦ ,4 l N��t'• J\YR7Bi11•WPM C"I 1 > s 4 . r .0 u ti R 't q y; Thr ,`,:xa ��-4 �kc �. }J,. yWi y {� ra �i; �4�'r �g iY a 7 � 'a9'.. � `' m ?'`fir.>'v'+"�.. .. a,.,f,g,�,.P,.,`J{»,,h. #," �i' `dta.��;�'aY�'', .1 _"�4,_ r%�•',•�',� •, t ,,� - ro _ �. -a>n g �r,.c:,„.: (j � oy • .. :S { i� 'b`s'9 M/=r3:r��' '(a T� J a• ..��dy F yy�up �D�a: iFi L�a.Z� a........� .?,_,... 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UNDER AnONS _ ( �, . 1 ` ^+ � 1 \( `•'� �- \ Yr / -.� ` '& - .- -- _ .. - I ` 0 ��.-- SS , _ - NEW SEWER LINE (UNDER NEGOTUTWNS \ Ymi / \.. , ./ '`.'----= - NEW sENFR LINE ( N n _1 . 6 HO `\` ~- , , �» t - - / / \ J _ • •` � - .0 , / C2'Z-�' 1 1 � � MtTH LOCAL sEMER aslwcT) FLEVATKws II, , pc� / \ -:-_:;_;*2' _ -�` = rg9 MATH LOCAL SEWER DISTRICT) ELEVAnORlS _ ss \ _ .� 100_"`„// r / PER SEPOAAIE PLANS 1!^ 75 \ PER SI PERATE PLANS I r �"' - . _ - \ \% ) � \ , _ / "99.5 _ FOUND •1 \ / i �' as �` • " 7i l I _ _ 1 _ - /.' - -- �AA�-_ a_,IRON PIW / �' � 1 \ �+ 1i , / f '-'� _�- . . �- s X I ' S �-"- IN ( // - TV1 REMO♦E EXISiwG DRAINAGE INLETS AND \ rp / _ _ 1 _ - - _ _ - - - _ _ = _ _ _ _'- - - - = ss n- _ �- = - _ - '' 11 \ 1 cuTrERSTORM FLOW °ove9LANDRAINAGE PROPOSED IRECT \ YA ` / / '` , - _�•=/�='=~/'..- LO T 1� _ ! _ ` ' • �..- . _` - - - - - - , -i ' ' A % 1 1 % DRAINAGE SWAIE AS b110MIL ; \ ' � / / 1 r w' i % t N 11 i i I I �- . -- .. -� .. - .. T- • CHI K FNC LOCATE E URS SD OUTFALL w FNMA D •171,111 '' -- i I � 1 1 It 1 ! I \ , r -^' -'- ^ LOT 19 1 \ \ v - / • - _' --- ,.�' -,•. -% i I ` ^ _ - ANY DRAINAGE DLTK>M GRADING .TC+ _-_ .. - ..._ -t2' PUE-- .. __ .. .. 8 pH°f� , i I 1,�j; \ 1 1 6' PUE 98- x- -. X r "-""'(_.. `„� i-.- ._- . ___ .-_ _.-_-..-. - _.-.. __ _.1__.... _ - .-.._ qh� 1 i ,iIYI 1 1\ 1 I 1 \� kk- - -- • I '-1 LOT 13 I i ----- -.-�- -- Z-----------�''". \ ,1 \ i I \ '. \ 1t I no LJ(-F'L B'TR I I LOT 14 LOT 15 I LOT 16 LOT 17 I Designed: RMS Revision Drawn By: RMS Approved: 4-21-10 i- .. Date I By �ic�X t f 0� tF =1 r Civil Engineers..Survc�ors Chico, Galifomla 111 Mission Ranch Blvd. Ste 100 Chico, California 95926 Phone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.northstareng.com BERG FAMILY FARMS ��UTILMESGRADE AND . C-3LUND MIDWAY LUNDBEn%j FAMILY FARMS EXPANSION RICFfVA LE, CAUFORNIA • i 0.1-1 1 97.Z I Tm W sewe Hmz. LE A TYPICAL ASPHAL T ROADWAY SECTION F ADA RAMP' GR00V1NG DETA/L J TYPICAL 18" & 24" FLA T GRA TE DRAINAGE INLET M SHALLOW STORK DRAIN PIPE IN ROADWAY R TYP/CAL RIO--ShYALE. NOT TO SCALE NOT 70 SCALE NOT TO • SCALE FPR t1SE � �p� ORANAI PIPES (OUlSiOE NOT TO SCALE DOR ��T SIPH04LLN NOT TO SCA NOTfS• OF COUNT R01IV) HAVE LESS THAN 2' OF CONCRETE VEGETATED VEGETATED RICE FIELD TYP CONCRETE VERTICAL CURB WHERE SHOWN ALONG THE TOP OF THE CONNECTION COVER TO CONCRETE TRENCH CAP MAY FINAL GRADE PAVEMENT SECTION PFS? PLANS. ROADWAY SHOULDER VEGETATED B14-SWAI.E BUFFER SEE DETAIL "G:" FOR DIMENSIONS POINT BETWEEN THE RAMP & SIDEWALK PRECAST DROP INLET BY 3' 8' TYP 3' TYP THE CONTRACTOR SHALL CONSTRUCT A 1' COOK CONCRETE PRODUCTS, INC. _ _.. ,.. PROJECT INTO BASE ROCK. WIDTH VARIES 1' WIDE STRIPE Ise OR APPROVED EQUAL » " » WIDE CONTINUOUS STRIPE OF GROOVES AS SLOPE TO (530) 243-2562 AC ply 1. X+ - _ 3.5 TYPE A ASPHALT SHOWN BELOW. GROOVES TO BE TOOLED r'" b° YP CONC. W/ SEAL COAT IN CONCRETE WI SAWCUT AFTER A��_E C" 7" MIN. I-� "q• BASE ROCK INSTALL TAPE VWTH I _III SLOPE VARIES CONSTRUCTION. 1 /2» (,,•, 1 /4" GALVANIZED FRAME AND _ I MELDING TONING CARE. I L. 7 2' TYP 1.25' TYP _ GRATE, TRAFFIC RATED - 1 I -I ( . .. ,, , H •' . '.r'�:+ PER CALLOUT BELOW. ON ET£ 1.25 L._ a` aC3 P S�IRFAC .:i.'':..M .:.�s .;�.. v': .• • 1 4" •-� (ADA GRATE REQUIRED IN �r`` , 6{G l.l. _ • a II BA FISACK MIX.MINIMUM 5 �o RAM'" / > -r�-; _ " , "' 1 I� TAKE PIOTRTO ALLAW PPE Tb F10A7 NOTES: y Q.50' 1 . , • . .. _ PEDESTRIAN AREAS) -` h ::µ: ; ; :; Fl�F.I�ilL _, :• 1. B!0-SWALE GRASSES B MICROBES LIVING _ • , :;�;_ IN SOILS CAA! OVER TIME BREAK DOWN HYDRO �' INSTALL (2) 4" OVERFLOW PIPES AS SHOWN, CONCRETE SHALL BE OF ti�:'fir" Y'.'a•r: ;. :. STORM DRAIN PIPE HDPE -TYPE CARBONS AND OTHER POLLUTANTS. 4 iYP SLOPE AT 23. MINIMUM. 90' FITTING WILL HELP - rt•� g STRENGTH TO MEET 8" MIN a�' ''a�- "$" (SMOOTH INTERIOR) ENSURE THAT CLEAN STORM WATER IS ALLOWED 10" CT.. 2 AGGR. BASEJ '$" DRAW "tT" TRAFFIC RATING BELOW. "q" : - 2. BIO-SWALFS ALONG THE MIDWAY ARE INTO RIC£ PLOTS. HEAVY METALS FALL TO : AREA -� . .. ,, ' _I ! I �f BEDDING PER PIPE MANUFACTURES SIMILAtR TO DETAIL ABOVE, EXCEPT THAT (� TYPICAL ACCESSIBLEPAR DETA/LS `. RECOMMENDATIONS. COMPACT To 95% RC. MINOR SOIL FILL MAY BE NEEDED TO GET THE BOTTOM OF BIO-SWAt.E, HYDRO CARBONS WILL F 12" SUB GRADE &ALL FILL • FLOAT ON TOP OF WATER' UNABLE TO EXIT 'THE COMPACTED D & R.D.. NOT TO SCALE .1. ` I I DRAIN SIZE B 22" MIN. TOE OF THE MIDWAY EMBANKMENT TO GRADE BI-SWALE THROUGH THE OVERFLOW PIPE. I I AND SLOPE TO DRAIN INTO THE BIO-SWALE. r ADA GROOVES, �" .. ••�•• • •• . 3' WIDE TRUNCATED '".' DOMES EXTEND THE FULL O.C. FOR 1 'WIDTH: ,: •, , : � a EXInNG ��l� B TYPICAL TRAFFIC RA TED CONCRETE SECTION LENGTH OF LANDING. RAMP SLOPE NOT B GROUT PIPE IN PLACE ��® ���.� � LN TYP/CAL MINOR DRAINAGE DITCH . NOT TO SCALE • ISA' PARKING SIGN (R99) LESS THAN 6.67x STANDARD 1'-0' X ISA PARKING SIGN ��C114N PLAN NOT To SCALE FOR EXISTING COUNTY IMPROVEMENTS SEE PLANS ON FILE AT THE COUNTY OF BUTTE. E-2255, E-1506, E-1461 E-1247, E-1087, AND E-2462. V-6". OVER VAN (R99) STANDARD CONCRETE VERTICAL CURB WHERE SHOWN ACCESSIBLE SIGN 1'-0" X 1'-6" GRADING PLANS CALLOUT SEE DETAIL "C" FOR DIMENSIONS (R99A) STD. 1'-0" X 8 THIS DIMENSION AS SHOWN. 4' �' �+ ^ T COC O 10% o o°o 0 100.00 1 XM!ti- ..81 �"` ���4i 1 1 1�✓�r i ION NOTE .--------�"i.. I _ 7" THICK CONCRETE o 0 0 0 0 o FL18 DI 3000 PSI 28 DAYS7 TYP " » r • r "Tj=` 1 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COUNTY OF BUTTE IMPROVEMENT I « SLOP ANY. DIRECTION IN �B_. WALL e T I , RAFTIG RATING .I I =_ 1 4 MAX STANDARDS AND SPECIFICATIONS. (APPROVAL OF COUNTY DIRECTOR OF PUBLIC WORKS OR THEIR i I I I j I ' „•: 4 STRIPES ® ACC STALLS OR 26 4 18 H2Q -� 1 - MIN I- 1.5 AUTHORIZED REPRESENTATIVES IS REQUIRED.) CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS ° • °•` 36" O.C. (BLUE LOADI G AREA NOT TO 36" 6" 24" H2O '- i -I _ I I-- POSSESSION PRIOR TO COMMENCEMENT of WORK. THICKENED a a �'' Q .A. BORDER, WHITE EX 2X MAX 4.8' 6" 36" H2O VEGETATE BINDLE IMTH EDGE PER INTERNAL) LOW GROWING GRASSES. =J I I- 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ° 18' MIN 3' FE ERAL ACCESSIBILITY NOTE BELOW ,� ° (; Q o o as CONTACTING ALL UTILITY COMPANIES AND/DR UTILITY DISTRICTS AS TO THE LOCATION OF ALL S L (WHITE BORDER UNDERGROUND FACILITIES. THE CONTRACTOR SHALL BE RESPOAISIBLE FOR THE LOCATION OF ALL `a cy O C90 l3 13 t? & GORE) (BLUE _ B KGROUND) O RICE BOX WITH ORIFICE CONTROL WEIR UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE 12" Cl . 2 1-11 1�_41f�) i _III K CMU BLOCK RETAINING WALL DETAIL (A T TRUCK DOCK) NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AGGR. BASE 4" WHITE NOT TO SCALE NOT TO SCALE AT (800) 642-2444 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. 12" SUB GRADE & ALL FILILLI REBAR AT 12" Q.C., 3" (TYPICAL) COMPACTED TO 85X R.D. CLEAR MINIMUM. 8' MIN " STRIPE Ej 3. AC IS DEFINED. AS TYPE "B' ASPHALT CONCRETE .MAk10AUM MEDIUM GRADING. 12 CONTRASTING WATER CONTROL WEIR PER RICE 4. AB IS DEFINED AS CLASS 2 AGGREGATE BASE AlAXIMUM GRADING. VAN SPACE LETTERING (WHITE) GUARD RAILING PER ADA REQUIREMENTS (TYP) (-BOX MANUFACTURER - REMOVE 9' MIN NOTA CKEN ALL EDGES OF CONCRETE SLABS AN EXTRA 2' FOR A MINIMUM OF 12". 5' MIN COMPLETELY WHEN RICE IS NOT & CALL BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS AT 538-7681 TO SCHEDULE INSPECTION 2. INSTALL CRACK CONTROL. GROOVES AT 10' Q.C. BOTH WAYS PER SOILS REPORT. REGULAR SPACE ii ROUND GROUT CAP BEING FARMED FOR WINTER. AT LEAST 24 HOURS PRIOR TO CONSTRUCTION. 1PARKING SIGN SHALL 8E INSTALLED IN A VISIBLE LOCATION A7 ALL E :.. •' - o . .: SIZE OF SD PIPE OUT IS 6. ALL NEW DRAIN INLETS SHALL BE LABELED WITH THE COUNTY APPROVED DRAIN MARKER PER ACCESSIBLE PARKING SPACES. AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" VARIES PER PLAN (2) #4 CONT., TYP. THE "ORIFICE OUT" USED COUNTY STANDARD 5-40. TYPICAL I�ERTICAL CURB DETAILS SMALL BE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY AT EACH SPACE TO THE AT TOP OF WALL ' > • DETENTION THE COUNTY SD C LEFT OF AN UTE8' OR LARGER- LOADING ZONE. r IHECPOND GALLS. 7. THE CONTRACTOR SHALL REQUEST CONSTRUCTION- STAKES FOR ANY PARTICULAR PHASE OF 'WORK 8 CMU BLOCK AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHAD REQUEST A _ APPROXIMATELY FORM OR GRADE STAKE PRIOR TO PLACING OF IMPROVEMENTS. NOT TO SCALE 2• THE BOTTOM OF THE LOWEST SIGN (ISA OR VAN) SHALL BE A MINIMUM OF 7 12" WIDE GRAVEL '-0" 'r • 1" ABOVE THE ADJACENT WALKING SURFACE. 8. NORTHSTAR ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STAKED BY OTHERS. 3. SEE CALTRANS "2006 REVISED STD. PLAN RSP A88A FOR ADDITIONAL NOTES / X14• AT 18" O.C., HORIZ. R=r 6" R=1" FG SURFACE 0 9. PRIOR To ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING DETAILSP. • �5 AT 9" O.C.. VERTICAL :'•'� ••`' `• � ERRORS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR RE -STAKING AND VERIFICATION OF R- *FOR ADDITIONAL ACCESSIBLE ADA DETAILS SEE ARCHITECT'S PLANS °• . 6 R- " 4'-0" MAX. RICE BOX TYPE / PREVIOUS STAKING. THE ENGINEER. ASSUMES NO LIABILITY FOR THE COST INCt1RRF.D FOR THIS G SU ACE , • 4 EQ- DELETE HEAD JOINT 0 32" O.C. FOR WEEP MATERIAL PER +.p LUNDBERG OPERATIONS PLAN 10. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND FG SURFACE H TYPICAL UTILITY TRENCH - SD, SS, WATER CONCRETE PAVING PER 18 OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED <. 12" NOT TO SCALE DETAIL 8 THIS SHEET DURING CONSTRUCTION SHAD. BE REPLACED AT CONTRACTOR'S EXPENSE. •, . • ; • . a• �• : • ; • • �• 11. ALL. PERMITS NECESSARY FOR THIS JOB ARE T0. BE ACQUIRED BY THE CONTRACTOR. TRENCH GAPPING OR 10° $ WATER CONTROL WEIR, HARDSCAPE SURFACE VARIES PER PLANS *' •a :. ADJUSTABLE HEIGHT AS 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. • NEEDED FOR FARMING. 13. TRENCH SHEETING, SHARING AND BRACING SHALL BE INSTALLED FOR ANY TRENCH OR BORING 7" �'� fi' AND JACKING PIT FIVE FEET OR MORE IN DEPTH. SHORING SYSTEM SHALL CONFORM TO 1?IE 6" VERTICAL CURB FLUSH CURB -' "- - -' - ^ - -` - r I • : IDLEST EDITION of THE STATE DIVISION OF INDUSTRIAL SAFETY CONSTRUCTION SAFETY ORDERS. 6" : • • 4 i SECTIONS 1539-1542 PURSUANT TO STATE ASSEMBLY BILL NO. 150 DATED OCTOBER 2, 1973 AND 1'-•O" ' < a. °.' a' • �. 4 O 18" O.0 I GAL OSHA STANDARDS. I. PAVNOJEING ADJACENT TO CURBS SHALL BE FLUSH WITH THE BEGINNING BATTER QF 24" MIN. , �I ( I EXCEPT SD BACKFILL PER CALTRANS CLI?• . 4 I 14. IF, DURING GROUND DISTURBING ACTIVITIES, ANY BONES, POTTERY FRAGMENTS OR OTHER CURB FACE. _ POTENTIAL CULTURAL RESOURCES ARE ENCOUNTERED, ALL WORK SMALL CEASE P%THINROFESSIONAL THE AREA OF -- INSTALL SPECIFICATIONS "--___ _ , 2. INSTALL J" WIDE EXPANSION JOINTS AT 48' MAX. INTERVALS AS WELL A5 RETURNS PER PIANS (I �I P -I I (�) I I_ ( ( DRAIN PIPE, 51E THE FIND PENDING AN EXAMINATION OF THE SITE AND MATERIALS BY A PROFESSIONAL AND a" SCORED CONTROL JOINTS AT 12' MAX INTERVALS ON ALL CURBS. _I I I I PLAN FOR SIZE ARCHAEOLOGIST. THIS PERSON WILL ASSESS THE SIGNIFICANCE OF THE FIND AND PREPARE �,>, s .` '' ' 4>_8r I I AND SLOPE APPROPRIATE MITIGATION MEASURES FOR REVIEW BY THE PLANNING DIRECTOR. ALL MITIGATION �'•:�:''� INSTALL WARNING TAPE WITH 12" MIN F ;.;� '•:°= "='�; }' NATES: ;. MEASURES DETERMINED BY THE PLANNING DIRECTOR TO BE APPROPRIATE FOR THIS PROJECT SH ALL ' 1. DO NOT PLACE BACKFILL UNTIL GROUT HAS CURED 14 DAYS MIN. ' ' BE IMPLEMENTED PURSUANT TO THE TERMS OF TME ARCHAEOLOGIST'S REPORT. ±1. , , ._ _ . r• ,.: METALLIC TONING CORE PER '. SPECIFICATIONS. 18" TO 24" D•" D : : D TYPICAL NON-- TRAFFIC RA TED SIDEWALKS , . • 2. PROVIDE SHORING FOR WALL WHILE COMPACTING BACKFILL. GROUT PIPE ~� ABOVE TOP OF PIPE. 3. 8' CMU: fm 1500 PSI. 12" CMU: fm 2500 PSI MORTAR f = 1800 PSI TYPE "S" IN PLACE 15. PADS ARE TO BE COMPACTED TO 90X RELATIVE COMPACTION " NOT TO SCALE 5,,:1 :.�;:�' °� : , 16. EXISTING FAClUTIES IN CONFLICT WITH IMPROVEMENTS ARE TO BE RELOCATED OR ADJUSTED 4 THICK CONCRETE 6 MIN }�I: ;.,*: UTILITY UNE PER PLAAIS �T GRADE AT THE DEVELOPERS EXPENSE. 3000 PSI O 28 DAYS - WATER - C900 PIPE OR DUCTILE IRON 1/4" R. 2% 1/4" R. I�I SEWER - PVC (SDR -35) 17. ALL STORM DRAIN PIPES WITH LESS THAN 2' OF COVER SHALT.. BE BACKFILLED WITH 1OOX AB STORM - HDPE - TYPE "S" (SMOOTH 18" MIN. INTERIOR) _ UNLESS 0 S MOWN ON PLANS. I- a • - _ • ° I =I �_ L FIRE WA TER UNE THRUST BLOCKS P TYP/CAL GRA ISL ROADWAY SECTION im w�be:a •Y1� V �.Yl.�r•:.':�•= ••D? .;. �`: i • (� 1� NOT TO SCALE NOT TO SCALE DUSTUPPREtQN PLAN . .... ... .....� I (' •.. .. • .. I .. � � is NOTES: 2" THICK SAND CUSHION OR CLASS III- = 1. FOR JOINT UTILITY TRENCHES SEPARATE LINES BY 12" MIN. HORIZONTAL 1. 'CONDUCT DAILY -CLEANUP. 'THIS PRACTtCE.'SHALL INCLUDE REMOVAL of MUD AND !)UST CARRIED 2 AGGREGATE BASE. COMPACT 8" 6"X6". 10 GAUGE WELDED OR VERTICAL. WHEN CROSSING LINES SEPARATE BY 12" MINIMUM. SUBGRADE TO 95% RD. WIRE' MESH CENTER IN SLAB. ONTO STREET SURFACES BY CONSTRUCTION VEHICLES 2. SEWER & STORM WATER ARE NOT TO BE RUN IN JOINT TRENCHES. 3'' - MAINTAIN 5' SEPARATION TO OTHER UTILITIES (TYPICAL) Z. COVER HAUL TRUCKS WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES, EXCEPT NOTES: 1. THICKEN ALL EDGES OF CONCETE RSIDEWALKS AN EXTRA 2" FOR A MIN OF 6'. 5?� SLOPE VARIES O.. WHEN LOADING OR UNLOADING MATERIALS. 2. INSTALL SCORE AND EXPANSION JOINTS PER ARCHITECTS PLANS, EXPANSION 3. BEDDING TO BE COMPACTED TO 95% R.D. JOINTS EVERY 40' MIN. 3. LONGITUDINAL SLOPE NOT TO EXCEED 59 (EXCEPT ON HC RAMPS), TRANSVERSE SLOPE NOT TO EXCEED 2X, E TRUNCA TED DOME DETAIL / j 12" LANDSCAPE DRAIN NYLOPLAST OR APP. EQUAL NOT TO SCALE GRATE PLAN NOT TO SCALE 10 ALTURF L DETECTABLE WARNING. SURFACES SHALL O'III O�Q DUCTILE IRON (H-10'& PED. RATED) �-•-{ I-+- 0.45" TOP DIA BE 3' DEEP BY (WIDTH AS NEEDED) CAST IN UU 10g MULCH AREAS PLACE PREFABRICATED TRUNCATED DOMES. 0��IR DUCTILE ON (ATRIUM STYLE) MyA= SCAPE/ AVE 0.20" U 2. TRUNCATED DOMES SHAD. BE MADE OF HARD SIDEWALK AREAS: 3130 , GA 30518 --� I I.►- 0.90" BASE DIA CAST IRON. Bh4NZE, PEDESTRIAN UGIT -DUTY BUFDRD PHN (770) 932-2443 7"RU r II L_C>CK SGHEMUL.E PIPE SIZE FITTING SOF Y A B SOIL TYPE SAND J A B OW Pte) A B PLUG OR EN 3 2.2 2.1 1.5 2 1.2' 80' ELL 3.5' .5 _ 2 1.5 .1' ' 6" 45' ELL 2.5' 2' 1.6' 1.5'1.5' 1' 22 1Z2' E6 1.7' 1.5' 1.2' 1' 1' ' TEE W/6- OUTLET 3' 2.2' • 2,1' 1.5' PLUG OR END 4 2.r 2.6 2.3' 1.5' 90' ELL 4' 17-2.8! 2.5 .5' 2' 8" 45' ELL S 2.1 2 1 ' 22 1 2' ELL' TEE W 6 OUTLET ' 1' , NOTES: aQ 3. WATER ALL EXPOSED EARTH SURFACES. THIS PRACTICE SHALL BE CONDUCTED AT A MINIMUM IN 1. ALL THRUST BLOCKS SHALL CONTAINTHE LATE MORNING AND AT THE END OF THE PAY:' FURTHER; THE FREQUENCY OF WATERING SHALL 5 SACKS OF CEMENT PER CUBIC YARD. -III-111 INCREASE IF REQUIRED BY THE BUTTE COUNTY AIR POLLUTION CONTROL DISTRICT AND/OR COUNTY 2. CONCRETE SHALL NOT EXTEND ONTO --- -- - OF BUTTE. FLANGE OR ADJOINING PIPE. ISI I I=1 I I' 3. THRUST BLOCKS SHALL BE POURED 8" CL. 2 AGGR. BASE 4. ALL CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE WHEN WINDS AGAINST UNDISTURBED SOIL. EXCEED 20 MPH AVERAGED OVER 1 HOUR. 4. THRUST BLOCKS ARE DESIGNED FOR A MAXIMUM- OF'200 'PSL WATER 12" 'SUB GRADE & ALL FILL 5. THE AREA DISTURBED BY DEMOLITION. CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION PRESSURE. COMPACTED TO 95% R.D. OPERATIONS SHALL BE MINIMIZED AT ALL TIMES, 5. FORMS ARE REQUIRED ON ALL THRUST BLOCKS AND ARE TO BE 6. PORTIONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN A PERIOD OF 3 SUPPLIED BY THE CONTRACTOR. ALL MONTHS SHALL BE SEEDED AND WATERED UNTIL GRASS COVER IS GROWN. FITTINGS TO BE WRAPPED WITH POLYETHYLENE PRIOR TO POURING 7. ALL ON-SITE ROADS SHALL BE PAVED AS SOON AS FEASIBLE OR WATERED PERIODICALLY OR THRUST BLOCKS. CHEMICALLY STABIUZED. Q TYP/CAL MAJOR DRAINAGE' SWALE FAX (770) 932-249Q _ NOT TO SCALE 8. THE APPLICANT SHALL MINIMIZE CONSTRUCTION -RELATED EXHAUST EMISSIONS BY•MAINTAiNING RAISED TRUNCATED DOME 3. COLOR SHALL BE RUST (CONTRACTOR TO CONSTRUCTION EQUIPMENT ENGINES IN GOOD CG>i�?ITION AND IN PROPER NNE ACCORDING TO www.nylaplast-us' " VERIFY ADEQUATE CONTRAST WITH CONCRETE). MANUFACTURER'S SPECIFICATIONS AND DURING SMOG SEASON (MAY THROUGH OCTOBER BY NOT 18' MIN ALLOWING CONSTRUCTION EQUIPMENT TO BE LEFT IDLING FOR LONG PERIODS. 1 6 - NYLOPLAST 12' HINGED GRATE OR ' t" « " '�.' 4. DOMES TO BE iN-UNE', PARALLEL TO APPROVED EQUAL. INSTALL PLDs ( B CURBING, WITH A HFaGHT OF 0.2 , BASE T GRATE MANUFACTURERS SPECIFICATIONS. _ � _ 1p' Np 9. ALL ON-SITE VEHICLES SHOULD BE UNITED TO A SPEED OF 15 MPH ON UNPAVED ROADS. `Q.'. DIAMETER .OF 0.9',. AND TOP DIAMETER OF SLOPE 0 LNG .., _ 1 X 1 MIK 10. RE VEGETATE AND/OR RE -PAVE EXPOSED SURFACES. THIS SHALL BE COMPLETED AS SOON A SURFACE : ,. �1. ' POSSIBLE TO REDUCE DUST EMISSIONS. THE DUST SUPPRESSION PLAN SHALL BE SUBMITTED TO 0.45", SPACED AT 1.66" O.C. (2.35" O.C. ON \ " . �« :� - ----� _ "Y �� THE DIAGONAL). THE COUNTY OF BUTTE FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A GRADING PERMIT. r «A» • r;. 3 MAX 11. WHEEL WASHERS SHALL BE INSTALLED WHERE PROJECT VEHICLES AND/OR EQUIPMENT ENTER ;�pti C3 5. FIELD SURFACE & TOP OF DOMES TO HAVE �, f� �, .Z ,;; a " ?' -III! 1.5 MIN 1 A DOTTED TEXTURE FOR SUP RESISTANCE. NYLOPLAST BACKFILL MATEIRIAL SHAM BE I V► A ' .I I_I AND/OR EXIT ONTO PAVED STREETS FROM UNPAVED ROADS. VEHICLES AND/OR EQUIPMENT SHALL RAISED TRUNCATED D0 DENSITY OF DOTS IN THE FIELD AREA TO BE 12' TO 8" PIPE CRUSHED STONE OR GRAVEL [ 'i- j 1.5 BE WASHED PRIOR TO EACH TRIP IF NEEDED TO CONTROL FUGITIVE DUST. PAIIM (IN*-LjbIE) 30 PER SQUARE INCH MINIMUM. INLINE DRAIN ��/�\/ MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM CAP I I 12. POST A PUBLICLY VISIBLE SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT 6. INSTALLATION PER MANUFACTURES " \/ D2321. BACKFILL' MATERIAL BEAFa SIMACE P�'E BM VEGETATE SWAL.E WITH III III-' REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN SPECIFICATIONS. 8 CORRUGATED PIP .�.- SHALL BE PLACED UNIFORMLY LOW GROWING GRASSES. 1' TYP 24 HOURS. THE TELEPHONE NUMBER OF THE BCAQMD SHALL ALSO BE VISIBLE TO ENSURE OR PLASTIC BASIN AS IN 12LIFTS AND COMPACTED " COMPLIANCE WITH BCAQMD RULE 201 do 207 (NUISANCE AND FUGITIVE DUST EMISSIONS). 1 7. THE EDGE OF THE DETECTABLE WARNING REQUIRED BY LAYOUT. TO 90 - 95X DENSITY. IJFESS/Q SURFACE NEAREST THE STREET SHALL BE BETWEEN 60 & W. FROM THE ASPHALT ti Rev�ion Date By w ip Designed: V to 100 NC)TE ANDDETAILS C-4 RMS 111 Mission Ranch Blvd. S LUNDBERG FAMILY FARMS No. 68511 r • Exp. 9/30/11 Drawn BY: Chico, California 95926 LUNDBER FAMILY FARRAOEXPANoIO. RMS MIDWAY ' C�/`L��Approved: Civil En ineers..Sury ors Phone: (530) 893-1600 Fax: -(530) 893-2113 RIC iVAL E CALIFORNIA .fob Number M - -�_ Sit 4 Of 1- 4C OF CALF Date: Chico.,California Web Site: www.northstareng.como Horz, virt. 4-21-10 __ ( LUNDBERG FAMILY FARMS PROJECT DESCRIPTION The headquarters building for Lundberg Family Farms (LFF) is designed to be a state of the art, high-performance green building. The building will provide comfortable working conditions for its occupants with access to controlled, full spectrum daylight and comfortable thermal control at very low levels of energy input. What energy is needed will be supplied by solar electric panels allowing the building to provide much of its energy from the sun. To a large extent, the building is designed to regulate its indoor environment using passive or non-mechanical methods. These include the use of: natural daylight in all spaces; control of direct sunlight and its heat so we dismiss it during the summer and allow it during the winter; night time heat flushing during the summer to exhaust heat built up in the building during the day and replacing it with cool night time air. This pre -cools the building during the summer days. When necessary the building will have supplementary mechanical heat and cooling. DRAWING INDEX GENERAL ARCHITECTURAL A0.0 COVER SHEET A2.2 FLOOR PLAN A2.21 ENLARGED FLOOR PLAN - SOUTH A2.22 ENLARGED FLOOR PLAN - NORTH A2.23 ENLARGED FLOOR PLANS A2.24 ENLARGED FLOOR PLAN - CLERESTORY A2.25 ENLARGED FLOOR PLAN - WORKSTATION A2.4 REFLECTED CEILING PLAN A2.5 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS + DRAINAGE PLAN A5.1 EXT. WALL SECTIONS A5.12 EXT. WALL SECTIONS A5.13 EXT. WALL SECTIONS A5.14 EXT. WALL SECTIONS A5.2 WALL SECTION DETAILS A5.3 WALL SECTION DETAILS A5.4 PARTITION DETAILS A6.1 WALL DETAILS IN PLAN A6.2 WALL DETAILS IN PLAN A6.3 WALL DETAILS IN PLAN A6.4 WALL DETAILS IN PLAN A6.5 WALL DETAILS IN PLAN - CLERESTORY A7.1 INTERIOR ELEVATIONS A7.2 INTERIOR ELEVATIONS A7.3 INTERIOR ELEVATIONS A7.4 INTERIOR ELEVATIONS A7.5 INTERIOR ELEVATIONS A7.6 INTERIOR ELEVATIONS A9.1 DOOR DETAILS A9.3 WINDOW DETAILS A9.4 WINDOW DETAILS A10.1 SCHEDULES A -R.1 ADA STDS. - SITE A -R.2 ADA STDS. - PATH A -R.3 ADA STDS. - STAIR, RAMP... A -RA ADA STDS. - RESTROOMS A -R.5 ADA STDS. - SHOWER, BATH A -R.6 ADA STDS. - REACH A -R.7 ADA STDS. - MISC STRUCTURAL DRAWINGS- BUTLER REV DRAWING NO. DRAWING TITLE 00 D10-174113-00 COVER DRAWING 00 D1 0-174113-01 SPECIFIC ANCHOR BOLT DRAWING 00 D10 -174113-01A SPECIFIC ANCHOR BOLT DRAWING 00 D10-174113-01 B SPECIFIC REACTION DRAWING 00 D10 -174113-01C SPECIFIC REACTION DRAWING 00 D10 -174113-01D SPECIFIC REACTION DRAWING 00 D10 -174113-01E SPECIFIC REACTION DRAWING 00 D10 -174113-01F SPECIFIC REACTION DRAWING 00 D10 -174113-01G SPECIFIC REACTION DRAWING 00 D10 -174113-01H SPECIFIC REACTION DRAWING 00 D10-174113-011 ANCHOR BOLT DETAIL SHEET 00 D10.174113 -01K ANCHOR BOLT DETAIL SHEET 00 D10-174113-02 CROSS SECTION ERECTION DRAWING 00 D1 0 -1 741 1 3-02A CROSS SECTION ERECTION DRAWING 00 D10 -174113-02B CROSS SECTION ERECTION DRAWING 00 D10 -174113-02C CROSS SECTION ERECTION DRAWING 00 D10 -174113-02D CROSS SECTION ERECTION DRAWING 00 D1 0 -1 741 1 3-02E CROSS SECTION ERECTION DRAWING 00 D1 0 -174113-02F CROSS SECTION ERECTION DRAWING 00 D10 -174113-02G CROSS SECTION ERECTION DRAWING 00 D10 -174113-02H CROSS SECTION ERECTION DRAWING 00 D10 -174113-02J CROSS SECTION ERECTION DRAWING 00 D10 -174113-02K CROSS SECTION ERECTION DRAWING 00 D10 -174113-02L CROSS SECTION ERECTION DRAWING 00 D10 -174113-02M CROSS SECTION ERECTION DRAWING 00 D10 -174113-02N CROSS SECTION ERECTION DRAWING 00 D10 -174113-02P CROSS SECTION ERECTION DRAWING 00 D10 -174113-02Q CROSS SECTION ERECTION DRAWING 00 D10 -174113-02R CROSS SECTION ERECTION DRAWING 00 D10 -174113-02S CROSS SECTION ERECTION DRAWING 00 D10 -174113-02T CROSS SECTION ERECTION DRAWING 00 D10 -174113-02U CROSS SECTION ERECTION DRAWING 00 D10 -174113-02V CROSS SECTION ERECTION DRAWING 00 D10 -174113-02W CROSS SECTION ERECTION DRAWING 00 D10 -174113-02X CROSS SECTION ERECTION DRAWING 00 D1 0 -1 741 1 3-02Y CROSS SECTION ERECTION DRAWING 00 D10 -174113-02Z CROSS SECTION ERECTION DRAWING 00 D10-174113-02AA CROSS SECTION ERECTION DRAWING 00 D10-174113-02AB CROSS SECTION ERECTION DRAWING 00 D10-174113-02AC CROSS SECTION ERECTION DRAWING 00 D10-174113-02AD CROSS SECTION ERECTION DRAWING 00 DID -174113-03 ROOF BRACING PLAN 00 D10 -174113-03A ROOF BRACING PLAN 00 D10 -174113-03B WIND BRACING DETAIL SHEET 00 D10-174113-04 WIND BRACING DETAIL SHEET 00 D10 -174113-04A ROOF SECONDARY STRUCTURAL FRAMING PLAN 00 D1 0 -1 741 1 3-04B ROOF SECONDARY STRUCTURAL FRAMING PLAN 00 D10 -174113-04C ROOF SECONDARY STRUCTURAL FRAMING PLAN 00 D10 -174113-04D ROOF SECONDARY STRUCTURAL DETAIL SHEET 00 D10 -174113-04E ROOF SECONDARY STRUCTURAL DETAIL SHEET 00 D10 -174113-04F ROOF SECONDARY STRUCTURAL DETAIL SHEET 00 D10 -174113-04G ROOF SECONDARY STRUCTURAL DETAIL SHEET 00 D10-174113-05 WALL SECONDARY STRUCTURAL ELEVATION 00 D10 -174113-05A WALL SECONDARY STRUCTURAL ELEVATION 00 D10 -174113-05B WALL SECONDARY STRUCTURAL ELEVATION 00 D10 -174113-05C WALL SECONDARY STRUCTURAL ELEVATION 00 D10 -174113-05D WALL SECONDARY STRUCTURAL ELEVATION 00 D10 -174113 -OSE WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET 00 D10 -174113-05F WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET 00 D10 -174113-05G WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET 00 D10-174113-07 ROOF PANEL DRAWING 00 D10 -174113-07A ROOF PANEL DRAWING 00 D10-1 74113-07B EDGE OF ROOF DETAIL SHEET 00 D10 -174113-07C EDGE OF ROOF DETAIL SHEET 00 D10 -174113-07D EDGE OF ROOF DETAIL SHEET BUILDING CRITERIA GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST APPLICABLE CODES AND STANDARDS ENFORCED BY LOCAL, STATE & FEDERAL AGENCIES. OCCUPANT TYPE: A-2, B, S-2 OCCUPANCY 2. A GENERAL BUILDING PERMIT IS TO BE PICKED UP BY THE CONTRACTOR. PROCUREMENT OF RELATED PERMITS REQUIRED BY THE CITY SUCH AS, BUT NOT LIMITED TO, N DESCRIPTION: ALSO THE RESPONSIBILITY OF THE CONTRACTOR. OFFICE BUILDING 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL INVESTIGATE EXISTING CONDITIONS AND FAMILIARIZE THEMSELVES WITH THESE DOCUMENTS. SHOULD CONDITIONS I CONSTRUCTION TYPE: THOSE SHOWN IN THE DRAWINGS, OR CONFLICTS IN THE DOCUMENTS BE DISCOVERED, CONTACT THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. 11-A 4. DO NOT SCALE THESE DRAWINGS. IF THERE IS A MISSING DIMENSION OR A QUESTION ABOUT AN EXISTING DIMENSION CALL THE ARCHITECT FOR CLARIFICATION. AUTOMATIC SPRINKLER SYSTEM: FULLY SPRINKLERED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONS & PROPERTY FROM DAMAGE AND/OR INJURY CAUSED BY THE CONTRACTOR OR HIS WORK IN( PROPERTIES. WORK SHALL BE CONDUCTED IN SUCH A WAYAS TO PREVENT DAMAGE TO NEIGHBORING PROPERTIES. ANY DAMAGE TO RESULTING FROM THE CONTRACTC SEISMIC ZONE: BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3 6. CLEAN UP AND REMOVAL OF CONSTRUCTION DEBRIS AND MATERIAL SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR IS TO MAINTAIN THE JOB SITE. BUIDING HEIGHT: 7. TEMPORARY UTILITIES AND FACILITIES REQUIRED TO UNDERTAKE AND COMPLETE THE WORK SHOWN IN THESE DOCUMENTS ARE THE RESPONSIBILITY OF THE CONTRAC ROOF RIDGE: 29'- 0" CONSULT WITH UTILITIES REGARDING ALL CONNECTIONS BETWEEN THEIR SERVICES AND THE PROJECT. 8. ALL NEW WORK SHALL BE PLUMB, EVEN, TRUE, AND LEVEL. AREA SUMMARY: FIRST FLOOR: 27,658 S.F. 9. CONTRACTOR IS TO DEVELOP AND IMPLEMENT CONSTRUCTION WASTE MANAGEMENT PLAN. ALL WASTE IS TO BE DISPOSED OF AT THE APPROPRIATE LEGAL LOCATION. 10. ALL NEW OR RELOCATED OUTLETS ARE TO BE INSTALLED AT 18" ABOVE FINISHED FLOOR AND ALL SWITCHES AT BETWEEN 34" AND 38" UNLESS OTHERWISE INDICATED C 11. ANY ARCHITECTURAL DIRECTIVES SUBMITTED DURING THE PROCESS OF CONSTRUCTION HAVE PRECEDENT OVER INFORMATION IN THESE DRAWINGS. 12. CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS AND SPECIFICATIONS AND MAINTAIN CURRENT COPIES ON THE JOB SITE. BUILDING CODES 13. WHEREVER REQUIRED IN THESE DOCUMENTS, CONTRACTOR SHALL OBTAIN OWNER/ARCHITECT APPROVAL PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 2007 CALIFORNIA BUILDING CODE. 14. THE BURNING OF CONSTRUCTION DEBRIS IS PROHIBITED; ALL SUCH MATERIAL SHALL BE DISPOSED OF BY TRANSPORT TO AN ACCEPTABLE LANDFILL. TITLE 24, PART 2 15. ALL PLAN DIMENSIONS ON CONSTRUCTION DRAWINGS ARE FROM FACE OF STUD (FOS) OR FROM FACE OF CONCRETE (FOC) UNLESS FROM CENTERLINES OR OTHERWISE 2007 CALIFORNIA ELECTRICAL CODE, TO TOP OF TOP PLATE (TOP) UNLESS OTHERWISE NOTED TITLE 24, PART 3 16. CONTRACTOR TO INSTALL ALL MATERIALS, PRODUCTS, AND EQUIPMENT STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR SUC 2007 CALIFORNIA MECHANICAL CODE, 17. DEFERRED SUBMITTALS MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO BEING SUBMITTED FOR PERMIT. TITLE 24, PART 4 18. CONTRACTOR SHALL CAREFULLY AND THOROUGHLY VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS WITH THEIR OWN FIELD MEASUREMENTS. THIS SHOULD BE DON - BETWEEN DIMENSIONS CALLED OUT ON THESE PLANS AND ACTUAL CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. - 2007 CALIFORNIA PLUMBING CODE, TITLE 24, PART 5 19. ALL DESIGN BUILD SYSTEMS MUST HAVE SHOP DRAWINGS TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE COMMENCEMENT OF CONSTRUCTION OR INST, 2007 CALIFORNIA FIRE CODE, TITLE 24, PART 9 2007 CALIFORNIA ENERGY CODE, TITLE 24, PART 6 LOCATION MAP ABBREVIATIONS ACOUS. ACCOUSTICAL DBL. DOUBLE JAN. JANITOR OFF. OFFICE F.G. FINISH GRADE C7 AC AIR CONDITIONINIG DEPT. DEPARTMENT JT. JOINT OPNG. OPENING F.H.C. FIRE HOSE CABINET = C A.D. AREA DRAIN D.F. DOUGLAS FIR OPP. OPPOSITE FHWS FLAT HEAD WOOD SCREW TJ ADJ. ADJUSTABLE DET. DETAIL KIT. KITCHEN FIN. FINISH C7 AGGR. AGGREGATE DIA. DIAMETER P.B.N. PLYWOOD BOUNDARY NAILING FL. FLOOR = AL. ALUMINUM DIM, DIMENSION LAB. LABORATORY P.E.N. PERIMETER EDGE NAILING FLASH.. FLASHING Cn -I APPROX. APPROXIMATE DW DISHWASHER LAM. LAMINATE PRCST. PRECAST FLOUR. FLOURESCENT ARCH. ARCHITECTURAL. DISP. DISPENSER LANDSC. LANDSCAPING P.L. PLATE F.N. FIELD NAILING FRUITVALE AVE ASB. ASBESTOS DISPL. DISPOSAL LAV. LAVORATORY P LAM. PLASTIC LAMINATE F.O.C. FACE OF CONCRETE ASPH. ASPHALT DN DOWN LKR. LOCKER PLAS. PLASTIC F.O.F. FACE OF FINISH D.O. DOOR OPENING LT. LIGHT PLYWD PLYWOOD F.O.FR. FACE OF FRAMING BD BOARD DR DOOR P.P.T. PARAPET F.O.S. FACE OF STUDS SITE BITUM BITUMINOUS DWR. DRAWER MAX. MAXIMUM PR. PAIR FIRM . FRAMING BLDG. BUILDING DS DOWNSPOUT M.B. MACHINE BOLT PT. POINT FRPF. FIREPROOF BLK BLOCK D.S.P. DRY STAND PIPE M.C. MEDICINE CABINET P.T.D. PAPER TOWEL DISPENSER F.S. FULL SIZE BLKG, BLOCKING DWG. DRAWING MECH. MECHANCIAL P.T.DiR. COMBINATION PAPER TOWEL FT. FOOT OR FEET BM. BEAM MEMB. MEMBRANE DISPENSER RECEPTACLE FTG. FOOTING BOT. BOTTOM E EAST MET. METAL PTDF PRESSURE TREATED DOUGLAS FIR FURR. FURRING BSMT. BASEMENT (E) EXISTING MFR. MANUFACTURER PTN. PARTITION FUT. FUTURE EA. EACH MH. MANHOLE P.T.R. PAPER TOWEL RECEPTACLE LINDALE AVE CAB. CABINET E.J. EXPANSION JOINT MIN. MINIMUM G.D. GARBAGE DISPOSAL C B. CATCH BASIN EL. ELEVATION MIR. MIRROR Q.T. QUARRY TILE GA. GAUGE CEM. CEMENT ELEC. ELECTRICAL MISC. MISCELLANEOUS GALV. GALVANIZED CER. CERAMIC ELEV. ELEVATOR M 0. MASONRY OPENING R RISER G.B. GRAB BAR CFOI CONTRACTOR FURNISH EMER. EMERGENCY M.S. MILD STEEL RAD. RADIUS GL. GLASS OWNER INSTALL ENCL. ENCLOSURE MTD. MOUNTED R.D. ROOF DRAIN GND GROUND CFCI CONTRACTOR FURNISH E.P. ELECTRICAL PANELBOARD MUL. MULLION REF. REFERENCE GR. GRADE CONTRACTOR INSTALL E.P.S. EXPANDED POLYSTYRENE REFR. REFRIGERATOR GYP. GYPSUM C.I. CAST IRON EQ, EQUAL N NORTH RGTR. REGISTER GWB. GYPSUM WALLBOARD C.G. CORNER GUARD EQPT. EQUIPMENT (N) NEW REINF. REINFORCED CLG. CEILING E.W. EACH WAY N G NATURAL GRADE REQ. REQUIRED H.B. HOSE BIB CLKG. CAULKING E.W.0 ELECTRIC WATER COOLER N.I.C. NOT IN CONTRACT RESIL, RESILIANT H.C. HOLLOW CORE CLO. CLOSET EXPO. EXPOSED NO. NUMBER RM. ROOM HDWD. HARDWOOD CLR CLEAR EXP. EXPANSION NOM. NOMINAL R.O. ROUGH OPENING HWDE. HARDWARE C.O. CASED OPENING EXT. EXTERIOR NTS NOT TO SCALE RDWD. REDWOOD H.M. HOLLOW METAL COL. COLUMN R.W.L. RAIN WATER LEADER HORIZ. HORIZONTAL RICHVALE HWY CONC. CONCRETE F.A. FIRE ALARM O.A. OVERALL HR. HOUR CONN. CONNECTION F.B. FLAT BAR O.F.C.L OWNER FURNISHED S SOUTH HGT. HEIGHT CONSTR. CONSTRUCTION F D FLOOR DRAIN CONTRACTOR INSTALLED S.C. SOLID CORE CONT. CONTINUOUS FDN. FOUNDATION O.F.O.I. OWNER FURNISHED S.C.D. SEE CIVIL DRAWINGS I.D. INSIDE DIAMETER CORR. CORRIDOR F.E. FIRE EXTINGUISHER OWNER INSTALLED S.E.D. SEE ELECTRICAL DRAWINGS INSUL. INSULATION D CTSK. COUNTERSUNK F.E.C. FIRE EXTINGUISHER CABINETOBS. OBSCURE S.M.D. SEE MECHANICAL DRAWINGS INT. INTERIOR CNTR. COUNTER F.F. FINISH FLOOR O.C. ON CENTER S.S.D. SEE STRUCTURAL DRAWINGS CTR. CENTER F.G. FINISH GRADE O D OUTSIDE DIAMETER SCHED. SCHEDULE LUNDBERG FAMILY FARMS o p t-- L0 _(C'Noo 2i O Uj U CV M -1 PROJECT DESCRIPTION DRAWING INDEX rin V / U PROJECT DIRECTORY U W The headquarters building for Lundberg Family Farms (LFF) is designed to be a GENERAL ARCHITECTURAL STRUCTURAL DRAWINGS- BUTLER STRUCTURAL DRAWINGS- CRANDALL ARCHITECT: FIRE SPRINKLER SYSTEMS: w Li state of the art, high-performance green building. The building WIII provide U) U TODD JERSEY ARCHITECTURE NORTH STATE PUMP z 11/15/10 A0.0 COVER SHEET REV DRAWING NO. DRAWING TITLE S1.1 FOUNDATION PLAN SOUTH TODD JERSEY ARCHITECT comfortable working conditions for its occupants with access to controlled, full A2.2 FLOOR PLAN 00 D10-174113-00 S1.2 FOUNDATION PLAN NORTH 1321 8th Street, Suite #2 FOUNDATION/ ENGINEERING CONSULTANT: spectrum daylight and comfortable thermal control at very low levels of energy COVER DRAWING A2.21 ENLARGED FLOOR PLAN - SOUTH 00 D1 0-174113-01 SPECIFIC ANCHOR BOLT DRAWING 00 D10 -174113-01A SPECIFIC ANCHOR BOLT DRAWING S1.3 S1.4 FOUNDATION DETAILS FOUNDATION FOR INTERIOR FRAMING WALL FRAMING SOUTH Berkeley, CA 94710 y' (510) 528-5477 CRANDALL ENGINEERING I input. What energy is needed will be supplied by solar electric panels allowing A2.22 ENLARGED FLOOR PLAN - NORTH 00 D1 0-1 174113-01 3-01 B SPECIFIC REACTION DRAWING A2.23 ENLARGED FLOOR PLANS 00 D1 0 -1 74113-01C SPEC IFICREACTION DRAWING S2.1 S2.2 S2.3 MAIN LEVEL PLAN MAIN LEVEL WALL FRAMING PLAN NORTH CLERESTORY WALL FRAMING SOUTH Contact: Michael Donohue ANDY CRANDALL PO BOX 124 PO BO 1 i the building to provide much of its energy from the sun. A2.24 ENLARGED FLOOR PLAN - CLERESTORY 00 D10 -174113-01D SPECIFIC REACTION DRAWING 00 D10 -174113-01E SPECIFIC REACTION DRAWING S2.4 S2.5 CLERESTORY WALL FRAMING NORTH WALL FRAMING DETAILS #1 CONTRACTOR: CA 95345-0124 (209) 966-4844 x U A2.25 ENLARGED FLOOR PLAN - WORKSTATION 00 D10 -174113-01F SPECIFIC REACTION DRAWING 00 S2.6 WALL FRAMING DETAILS#2 NORTH VALLEY BUILDING SYSTEMS Contact: Andy Crandall � 5 A2.4 REFLECTED CEILING PLAN D10 -174113-01G SPECIFIC REACTION DRAWING S2.7 WALL FRAMING DETAILS #3 c'�P F_ A2.5 ROOF PLAN 00 D10 -174113-01H SPEC FC REACT ON DRAW NG S3.1 MECHANICAL PLATFORM PLANS ANDY WOOD U) n To large 00 D10 -174113-01J ANCHOR BOLT DETAIL SHEET S3.2 MECHANICAL PLATFORM FRAMING DETAILS 30 Seville Court W J a extent, the building is designed to regulate its indoor bnvironment A3.1 EXTERIOR ELEVATIONS 00 D10 -174113-01K ANCHOR BOLT DETAIL SHEET > M W � _U � Q using or non-mechanical methods. These include the use 00 D10-174113-02 CROSS SECTION ERECTION DRAWING 00 D10 -174113-02A CROSS SECT EXTERIOR ELEVATIONSONERECTIONDRAWNG CIVIL ENGINEERING DRAWINGS Chico, CA 95928 ACOUSTIC ENGINEER passive of: A4.1 BUILDING SECTIONS 00 QU (530)345-7296 THE ACOUSTICS AND VIBRATIONS GROUP, INC o ti M natural daylight in all spaces; D10 -174113-02B CROSS SECTION ERECTION DRAWING A4.2 BUILDING SECTIONS + DRAINAGE PLAN 00 D10 -174113-02C CROSS SECTION ERECTION DRAWING LO Contact: Andy Wood STEVE PETTYJOHN 00 D10 -174113-02D CROSS SECTION ERECTION DRAWING A5.1 EXT. WALL SECTIONS C1 c2 COVER SHEET GRADING AND UNDERGROUND (NORTH) SURVEYOR: 5700 BROADWAY, control of direct sunlight and its heat so we dismiss it during the summer and g g 00 D10 -174113-02E CROSS SECTION ERECTION DRAWING 00 D10 C3 GRADING AND UNDERGROUND (SOUTH) NORTHSTAR ENGINEERING SACRAMENTO, CA 95820-1852 A5.12 EXT. WALL SECTIONS -174113-02F CROSS SECTION ERECTION DRAWING 00 D10 -174113-02G CROSS SECTION ERECTION DRAWING C4 NOTES AND DETAILS 111 Mission Ranch Boulevard, Suite #100 916 457-1444 ( ) allow it during the winter; A5.13 EXT. WALL SECTIONS 00 D10 -174113-02H CROSS SECTION ERECTION DRAWING C5 EROSION CONTROL PLAN Chico, CA 95926 F:(916) 457-1475 night time heat flushing during the summer to exhaust heat built up in the A5.14 EXT. WALL SECTIONS 00 D10 -174113-02J CROSS SECT ON ERECT ON DRAW NG A5.2 WALL SECTION DETAILS 00 D10 -174113-02K CROSS SECTION ERECTION DRAWING MECHANICAL DRAWINGS (530) 893-1600 Contact: Steve Pettyjohn 00 D10 -174113-02L CROSS SECTION ERECTION DRAWING Contact:Ross Simmons building during the day and replacing it with cool night time air. This pre -cools A5.3 WALL SECTION DETAILS 00 D10 -174113-02M CROSS SECT ON ERECT ON DRAW NG M1.1 SITE PLAN, SHEET INDEX, HYDRONIC LEGEND A5.4 PARTITION DETAILS 00 D10 -174113-02N CROSS SECTION ERECTION DRAWING SOILS ENGINEER: the building during the summer days. 00 D10 -174113-02P CROSS SECTION ERECTION DRAWING A6.1 WALL DETAILS IN PLAN M2.1 CHILLER YARD, LAYOUT AND EQUIP. SCHEDULE 00 D10 -174113-02Q CROSS SECTION ERECTION DRAWING M2.2 CHILLER YARD PIPING DIAGRAM HOLDREDGE & KULL A6.2 WALL DETAILS IN PLAN 00 D10 -174113-02R CROSS SECT ON ERECTION DRAW NG M3.1 WAREHOUSE FLOOR PLAN, EQUIP. SCHEDULES 2550 Floral Avenue, Suite #10 00 D1 0 -1 741 1 3-02S CROSS SECTION ON ERECTION DRAWING A6.3 WALL DETAILS IN PLAN 00 D10 -174113-02T CROSS SECT ON ERECTION DRAW NG M4.1 OFFICE BUILDING EQUIP. SCHEDULES Chico, CA, 95973 When necessary the building will have supplementary mechanical heat and A6.4 WALL DETAILS IN PLAN 00 D10 -174113-02U CROSS SECTION ERECTION DRAWING M4.20 OFFICE BUILDING OVERALL EQUIP. PLAN (530) 894-2487 00 D10 -174113-02V CROSS SECTION ERECTION DRAWING A6.5 WALL DETAILS IN PLAN -CLERESTORY M4.21 OFFICE BLDG EQUIPT., SOUTH OF MATCHLINE cooling. 00 D10 -174113-02W CROSS SECTION ERECTION DRAWING A7.1 INTERIOR ELEVATIONS 00 D10 -174113-02X CROSS SECTION ERECTION DRAWING M4.22 OFFICE BLDG EQUIPT., SOUTH OF MATCHLINE LANDSCAPE ARCHITECT: A7.2 INTERIOR ELEVATIONS 00 D10 -174113-02Y CROSS SECT ON ERECTION DRAW NG LAND IMAGE 00 D10 -174113-02Z CROSS SECTION ERECTION DRAWING A7.3 INTERIOR ELEVATIONS 00 D10-174113-02AA CROSS SECTION ERECTION DRAWING 627 Broadway Street, Suite # 100 A7.4 INTERIOR ELEVATIONS 00 D10-174113-02AB CROSS SECTION ERECTION DRAWING 00 D10-174113-02ACCROSS PLUMBING DRAWINGS Chico, CA 95928 SECTION ERECTION DRAWING A7.5 INTERIOR ELEVATIONS (530)899-1913 00 D 1 0-1 7411 3-02AD CROSS SECT ON ERECTION DRAW NG Contact: Thomas Burke A7.6 INTERIOR ELEVATIONS 00 D10-174113-03 ROOF BRACING PLAN P1.1 OVERALL PLUMBING FLOOR PLAN 00 D10 -174113-03A ROOF BRACING PLAN A9.1 DOOR DETAILS 00 D10 -174113-03B WIND BRACING DETAIL SHEET P2.1 ENLARGED PLUMBING PLAN (SOUTH) MECHANICAL ENGINEER + TITLE 24: A9.3 WINDOW DETAILS 00 D10-174113-04 WIND BRACING DETAIL SHEET P3.1 ENLARGED PLUMBING PLAN (NORTH) MCCLELLAND AIR A9.4 WINDOW DETAILS 00 D10 -174113-04A ROOF SECONDARY STRUCTURAL FRAMING PLAN p4.1 ENLARGED PLUMBING PLAN (RESTROOMS &KITCHEN @ 1/4"-1'0") 00 D10 -174113-04B ROOF SECONDARY STRUCTURAL FRAM NG PLAN 801 Marauder Street A10.1 SCHEDULES 00 D10 -174113-04C ROOF SECONDARY STRUCTURAL FRAMING PLAN Chico, CA 95973 00 D10 -174113-04D ROOF SECONDARY STRUCTURAL DETAIL SHEET A R.1 ADA STDS. -SITE 00 D10 -174113-04E ROOF SECONDARY STRUCTURAL DETAIL SHEET (530) 891-6202 00 D10 -174113-04F ROOF SECONDARY STRUCTURAL DETAIL SHEET Contact: Lance Whittaker A -R.2 ADA STDS. - PATH 00 D10 -174113-04G ROOF SECONDARY STRUCTURAL DETAIL SHEET A -R.3 ADA SIDS. -STAIR, RAMP... 00 D10-174113-05 WALL SECONDARY STRUCTURAL ELEVATION 00 D10 -174113-05A WALL SECONDARY STRUCTURAL ELEVATION PLUMBING ENGINEER: A -RA ADA STDS. - RESTROOMS 00 D10 -174113-05B WALL SECONDARY STRUCTURAL ELEVATION CUMMINGS CO. A -R.5 ADA STDS. - SHOWER, BATH 00 D10 -174113-05C WALL SECONDARY STRUCTURAL ELEVATION 00 D10 -174113-05D WALL SECONDARY STRUCTURAL ELEVATION 2280 Iv Street, Suite # 170 Y A -R.6 ADA STDS. - REACH 00 D10 -174113-05E WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET Chico, CA 95928 A -R.7 ADA STDS. - MISC 00 D10 -174113-05F WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET (530) 898 9657 00 D10 -174113-05G WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET 00 D10-174113-07 ROOF PANEL DRAWING 00 D10 -174113-07A ROOF PANEL DRAWING ELECTRICAL ENGINEER: 00 D10 -174113-07B EDGE OF ROOF DETAIL SHEET AGRI ELECTRIC 00 D10 -174113-07C EDGE OF ROOF DETAL SHEET 00 D10 -174113-07D EDGE OF ROOF DETAIL SHEET 11011 Midway Chico, CA 95928 (530)342-4203 Contact:Wade Thorpe BUILDING CRITERIA GENERAL NOTES CODE ANALYSIS OCCUPANT TYPE: ( 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST APPLICABLE CODES AND STANDARDS ENFORCED BY LOCAL, STATE & FEDERAL AGENCIES. A-2, B, S-2 2. A GENERAL BUILDING PERMIT IS TO BE PICKED UP BY THE CONTRACTOR. PROCUREMENT OF RELATED PERMITS REQUIRED BY THE CITY SUCH AS, BUT NOT LIMITED TO, MECHANICAL, PLUMBING, AND ELECTRICAL ARE OCCUPANCY DESCRIPTION: ALSO THE RESPONSIBILITY OF THE CONTRACTOR. OFFICE BUILDING 3. THE CONTRACTOR AND SUBCONTRACTORS SHALL INVESTIGATE EXISTING CONDITIONS AND FAMILIARIZE THEMSELVES WITH THESE DOCUMENTS. SHOULD CONDITIONS ENCOUNTERED IN THE FIELD DIFFER FROM CONSTRUCTION TYPE: THOSE SHOWN IN THE DRAWINGS, OR CONFLICTS IN THE DOCUMENTS BE DISCOVERED, CONTACT THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. 11-A 4. DO NOT SCALE THESE DRAWINGS. IF THERE IS A MISSING DIMENSION OR A QUESTION ABOUT AN EXISTING DIMENSION CALL THE ARCHITECT FOR CLARIFICATION. AUTOMATIC SPRINKLER SYSTEM: FULLY SPRINKLERED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONS & PROPERTY FROM DAMAGE AND/OR INJURY CAUSED BY THE CONTRACTOR OR HIS WORK INCLUDING ANY SUCH DAMAGE TO ADJACENT PROPERTIES. WORK SHALL BE CONDUCTED IN SUCH A WAY AS TO PREVENT DAMAGE TO NEIGHBORING PROPERTIES. ANY DAMAGE TO RESULTING FROM THE CONTRACTOR'S WORK SHALL BE CORRECTED AND REPAIRED SEISMIC ZONE: BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3 6. CLEAN UP AND REMOVAL OF CONSTRUCTION DEBRIS AND MATERIAL SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR IS TO MAINTAIN THE JOB SITE. BUIDING HEIGHT: 7. TEMPORARY UTILITIES AND FACILITIES REQUIRED TO UNDERTAKE AND COMPLETE THE WORK SHOWN IN THESE DOCUMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO COORDINATE & ROOF RIDGE: 29'- 0" CONSULT WITH UTILITIES REGARDING ALL CONNECTIONS BETWEEN THEIR SERVICES AND THE PROJECT. 8. ALL NEW WORK SHALL BE PLUMB, EVEN, TRUE, AND LEVEL. AREA SUMMARY: FIRST FLOOR: 27,658 S.F. 9. CONTRACTOR IS TO DEVELOP AND IMPLEMENT CONSTRUCTION WASTE MANAGEMENT PLAN. ALL WASTE IS TO BE DISPOSED OF AT THE APPROPRIATE LEGAL LOCATION. OCCUPANCY LOAD ACTUAL S.F. ALLOWABLE S.F. 10. ALL NEW OR RELOCATED OUTLETS ARE TO BE INSTALLED AT 18" ABOVE FINISHED FLOOR AND ALL SWITCHES AT BETWEEN 34" AND 38" UNLESS OTHERWISE INDICATED ON PLANS. 11. ANY ARCHITECTURAL DIRECTIVES SUBMITTED DURING THE PROCESS OF CONSTRUCTION HAVE PRECEDENT OVER INFORMATION IN THESE DRAWINGS. A2- ASSEMBLY (206 + 88=294 MAX) 5,720 S.F. 9,500 S.F. 12. CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS AND SPECIFICATIONS AND MAINTAIN CURRENT COPIES ON THE JOB SITE. BUILDING CODESB- BUSINESS (220 MAX) 22,669 S.F. 23,000 S.F. 13. WHEREVER REQUIRED IN THESE DOCUMENTS, CONTRACTOR SHALL OBTAIN OWNER/ARCHITECT APPROVAL PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 14. THE BURNING OF CONSTRUCTION DEBRIS IS PROHIBITED; ALL SUCH MATERIAL SHALL BE DISPOSED OF BY TRANSPORT TO AN ACCEPTABLE LANDFILL. 2007 CALIFORNIA BUILDING CODE. TITLE 24, PART 2 15. ALL PLAN DIMENSIONS ON CONSTRUCTION DRAWINGS ARE FROM FACE OF STUD (FOS) OR FROM FACE OF CONCRETE (FOC) UNLESS FROM CENTERLINES OR OTHERWISE NOTED. VERTICAL SECTION DIMENSIONS ARE TO TOP OF TOP PLATE (TOP) UNLESS OTHERWISE NOTED 2007 CALIFORNIA ELECTRICAL CODE, TITLE 24, PART 3 16. CONTRACTOR TO INSTALL ALL MATERIALS, PRODUCTS, AND EQUIPMENT STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR SUCH MATERIALS, PRODUCTS AND EQUIPMENT. i 2007 CALIFORNIA MECHANICAL CODE, 17. DEFERRED SUBMITTALS MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO BEING SUBMITTED FOR PERMIT. TITLE 24, PART 4 18. CONTRACTOR SHALL CAREFULLY AND THOROUGHLY VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS WITH THEIR OWN FIELD MEASUREMENTS. THIS SHOULD BE DONE PRIOR TO DEMOLITION. ANY DISCREPANCY BETWEEN DIMENSIONS CALLED OUT ON THESE PLANS AND ACTUAL CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 2007 CALIFORNIA PLUMBING CODE, TITLE 24, PART 5 19. ALL DESIGN BUILD SYSTEMS MUST HAVE SHOP DRAWINGS TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE COMMENCEMENT OF CONSTRUCTION OR INSTALLATION OF THOSE SYSTEMS. 2007 CALIFORNIA FIRE CODE, TITLE 24, PART 9 2007 CALIFORNIA ENERGY CODE, TITLE 24, PART 6 I I I I I I ! j LOCATION MAP ABBREVIATIONS ACOUS. ACCOUSTICAL DBL. DOUBLE JAN, JANITOR OFF. OFFICE F.G. FINISH GRADE S. D. SOAP DISPENSER 0 AC AIR CONDITIONING DEPT. DEPARTMENT JT. JOINT OPNG. OPENING F.H.C. FIRE HOSE CABINET SECT. SECTION A. D. AREA DRAIN D.F. DOUGLAS FIR OPP. OPPOSITE FHWS ADJ. ADJUSTABLE DET. DETAIL KIT. KITCHEN FIN. FLAT HEAD WOOD SCREW SH. SHELF FINISH SHR. SHOWER I 0 AGGR. AGGREGATE DIA. DIAMETER P.B.N. PLYWOOD BOUNDARY NAILING FL. FLOOR SHT. SHEET I AL. ALUMINUM DIM. DIMENSION LAB, LABORATORY P.E.N. PERIMETER EDGE NAILING FLASH.. FLASHING SIM. SIMILAR LL WAPPROX. APPROXIMATE DW DISHWASHER LAM. LAMINATE PRCST. PRECAST FLOUR FLOURESCENT S.N D. SANITARY NAPKIN DISPENSER 1 HR. FIRE RATED FRUITVALE AVE ARCH. ARCHITECTURAL DISP. DISPENSER LANDSC. LANDSCAPING P.L. PLATE F.N. ASB. ASBESTOS DISPL. DISPOSAL LAV. LAVORATORY P.LAM. PLASTIC LAMINATE F.O.C. ASPH. ASPHALT ON DOWN LKR. LOCKER PLAS. PLASTIC F.O.F. FIELD NAILING FACE OF CONCRETE FACE OF FINISH S.N.R. SANITARY NAPKIN RECEPTACLE SPEC. SPECIFICATION S.P.M SINGLE PLY MEMBRANE WALL TO ROOF D.O. DOOR OPENING LT. LIGHT PLYWD PLYWOOD F.O.FR. FACE OF FRAMING SQ. SQUARE BD BOARD DR DOOR P.P.T. PARAPET F.O.S. FACE OF STUDS S.S. STAINLESS STEEL BITUM BITUMINOUS DWR. DRAWER MAX. MAXIMUM PR. PAIR FIRM. FRAMING S.SK. SERVICE SINK SITE BLDG BUILDING DS DOWNSPOUT M.B. MACHINE BOLT PT. POINT FRPF. FIREPROOF STA. STATION BLK BLOCK D.S.P. DRY STAND PIPE M.C. MEDICINE CABINET P.T.D. PAPER TOWEL DISPENSER F.S. FULL SIZE STD. STANDARD BLKG. BLOCKING DWG. DRAWING MECH. MECHANCIAL P.T.DIR. COMBINATION PAPER TOWEL FT. BM. BEAM MEMB. MEMBRANE DISPENSER RECEPTACLE FTG. FOOT OR FEET FOOTING STL. STEEL STOR. STORAGE BOT. BOTTOM E EAST MET. METAL PTDF PRESSURE TREATED DOUGLAS FIR FURR. FURRING STRL. STRUCTURAL BSMT. BASEMENT (E) EXISTING MFR. MANUFACTURER PTN. PARTITION FUT. FUTURE SUSP. SUSPENDED j EA. EACH MH. MANHOLE P.T.R. PAPER TOWEL RECEPTACLE SYM. SYMETRICAL LINDALEAVE CAB. CABINET E.J. EXPANSION JOINT MIN. MINIMUM G.D. GARBAGE DISPOSAL C.B. CATCH BASIN EL. ELEVATION MIR. MIRROR Q.T. QUARRYTILE GA. GAUGE TRD. TREAD CEM. CEMENT ELEC. ELECTRICAL MISC. MISCELLANEOUS GALV. GALVANIZED T.B. TOWEL BAR CER. CERAMIC ELEV. ELEVATOR M.O. MASONRY OPENING R RISER G.B. GRAB BAR T.B.D. TO BE DESIGNED CFOI CONTRACTOR FURNISH EMER. EMERGENCY M.S. MILD STEEL RAD. RADIUS GL. GLASS T.C. TOP OF CURB OWNER INSTALL ENCL. ENCLOSURE MTD. MOUNTED R.D. ROOF DRAIN GND. GROUND TEL, TELEPHONE CFCI CONTRACTOR FURNISH E. P. ELECTRICAL PANELBOARD MUL. MULLION REF. REFERENCE GR. GRADE TER. TERRAZZO CONTRACTOR INSTALL E.P.S. EXPANDED POLYSTYRENE REFR. REFRIGERATOR GYP. GYPSUM T&G TOUNGE AND GROOVE C.I. CAST IRON EQ. EQUAL N NORTH RGTR. REGISTER GWB. GYPSUM WALLBOARD THK. THICK C.G. CORNER GUARD EQPT. EQUIPMENT (N) NEW REINF. REINFORCED T.O.P. TOP OF PLATE CLG, CEILING E.W. EACH WAY N.G. NATURAL GRADE REQ REQUIRED H.B. HOSE BIB T.O.S. TOP OF SLAB CLKG. CAULKING E.W.0 ELECTRIC WATER COOLER N.I.C. NOT IN CONTRACT RESIL. RESILIANT H.C. HOLLOW CORE T. P. TOP OF PAVEMENT CLO. CLOSET EXPO. EXPOSED NO. NUMBER RM. ROOM HDWD. HARDWOOD T.P.D. TOILET PAPER DISPENSER CLR CLEAR EXP. EXPANSION NOM, NOMINAL R.O.ROUGH OPENING HWDE. HARDWARE TV TELEVISION C.O. CASED OPENING EXT. EXTERIOR NTS NOT TO SCALE RDWD. REDWOOD H.M. COL. COLUMN R.W.L. RAIN WATER LEADER HORIZ. HOLLOW METAL HORIZONTAL T W TOP OF WALL TYP. TYPICAL RICHVALE HWY CONC. CONCRETE F.A. FIRE ALARM O.A. OVERALL HR. HOUR UNF. UNFINISHED CONN. CONNECTION F.B. FLAT BAR O.F.C.I. OWNER FURNISHED S SOUTH HGT. HEIGHT U.O.N. UNLESS OTHERWISE NOTED 1 /On__.I 1011 CONSTR. CONSTRUCTION F D FLOOR DRAIN CONTRACTOR INSTALLED S.C. SOLID CORE UR. URINAL I O I CONT. CONTINUOUS FDN FOUNDATION O.F.O.I. OWNER FURNISHED S.C.D. SEE CIVIL DRAWINGS I D INSIDE DIAMETER VERT. VERTICAL CORR. CORRIDOR F.E. FIRE EXTINGUISHER OWNER INSTALLED S.E.D. SEE ELECTRICAL DRAWINGS INSUL. INSULATION VEST. VESTIBULE DCTSK. COUNTERSUNK F.E.C. FIRE EXTINGUISHER CABINETOBS. OBSCURE S.M.D. SEE MECHANICAL DRAWINGS INT. INTERIOR < CNTR. COUNTER F F FINISH FLOOR O.C. ON CENTER S.S.D. SEE STRUCTURAL DRAWINGS CTR. CENTER F.G. FINISH GRADE O.D. OUTSIDE DIAMETER SCHED. SCHEDULE OW «1 PRINTED ON RECYCLED BOND Ww I L rr^^ VJ 000 o p t-- L0 _(C'Noo 2i O Uj U CV M -1 = rin V / U U W W _J W W oD w> \ >_ W C/) W Q J / ~O ~ � JN ¢ LL w Li c W m U) U O ) z 11/15/10 t - O LU LU W rY0 H TW rin V / W W w co w> \ W J / ~O ~ � JN ¢ LL w Li c W m U) U ) z 11/15/10 O LU 0!I W I i i C M i i QU LU O x U af � 5 v i U o Lo U \\l U w 0 cb c'�P F_ U) n d - ~ rn L0 ♦ �"� V v! Q U L100 W J W Q > M W � _U � Q ` F W W U)H U QU o ti M LO w W H TW rin V / W W w co w> \ a I-' r J / ~O ~ � JN ¢ LL w Li c W m U) U SCALE - z 11/15/10 O W I i i C i i i i I- W TW rin V / W W w co w> \ a I-' r J / ~O ~ � JN ¢ LL w Li c W m � U SCALE - PLOT DATE 11/15/10 SHEET A0.0 1 NA2 2 01 02 03 �Uq, OS O6 07 10 12 13 14 17 18 20 22 23 142' IZ 64' 46-6" � I I MECHANICAL SLAB S.M.D. N I r--�---- ------------------------ A* ° I � i I � d e' I I II 4 4 � I Board, Roomd° I ° 2 I 38'x21'10" 2.23 837 S.F. 3 °4 1 I j of ---- I ---I2.24 — - -- - -- 4 aj -- --g - Mechanical Cust. I I Room 2.2 60.3x19'20x43 r 24 S.F. I � — 160 S. F,— i I Men's Server Room I _ I Locker Room 14'11"x19,2" I I 287 S.F. j 3 - - — - — — — - - — - — 6- -------------------- I — — IL - 2 -}-1 --- --I-aEl .__1--�---.— 2 -- ----- -- --® A4.2 I IT Workspace I� C), I ! A4.2 I and Storage 12'7"x1 T6" I r 5 221 S.F. I I Women's I Locker Room 2.23 A4.1 I o, 14'9"x19'2" I > I I I 284 S.F. —� b-- -- --- --- --- -- - ------ iF m I - F, I Privacy Room „I-- � ---------� i -I— -0 I 9'6"x 5'4" — — — — _ Conference/ _ Meeting Room I T .Office T .Office 19'9"x19' " Room Typ Office Typ Office yp yp Storage HR Office Off R s Training Room Office Small Conf.IRoom #2 Office I I QLIIPt I I 140" x 15'4" I 391 S.F. 12'0" x 9'6" 12'0" x 19'2" 12'0" x 9'6" I ' I 114 S.F. 231 S.F. 114 S.F. 2 I 215 S.F. I Bathroom �� Copier Room ' I FF - 12'0" x 7'6" 8'3" x16'6" ! 07 136 S.F. � I 90 S.F. Storage and I j j Privacy Room Copier Room 5'0"x62" T8" x14'0" 108 S.F.co I I j I Administrative Cord � I Line of Clerestory Above I See Sheet A2.24 l/ A6.5 I' ' for Clerestory Plan and Details I Privacy I Room I reakline for Enlarged Plans SHEET A2.21 ZL —L —L a SHEET A2.22- _ --- f I Small Large Office o T o o, o, o - Conference j z Room 14' x 16'8" yp. Office T Office Small a' 22'2' x 14'0" Coffe yp Meeting Storage I I l 2 8 S.F. 12' x S.F. — I I I 311 S.F. Priv. 01 ,Room', Room Rm 114 S.F. Conference Room j I -_ � 448 S.F. I I StorageI ---- I ------ -----+-------�--- �---�-------------® ; - --Q I � � Lobby FOUNTAIN -o -- -- - -- -- ------ —�-----1-- -- ---I p', I--0------� — TBD i j i � I o ------------------ ---------- I-- Vestibule --------- Multi -Pur bseRoom-----------I 6 i os os 19'7" x 13'6" - } ---52 D" a`8$----- 1 I 264 S.F. Line pf Roof 302 I S.F. ---- ----------�A4.1 - - — -I - - - -- ----�—_�_ --C-- - - — - — - - —a ----- ---- -1- -0 I � I j2 I Store and Visitor s Center Line of Clerestory I I 2 ABV A4.1 ' I 1396 S.F. I I A4.1 Ca of I I O- - - - - --- - - - - _ ---1 Women's I I f i'O J[� � A7- os� �,U o , 1 I Restroom l _ 226 S.F. I I SCu ie y 16'7x " x 10' I { I I Commerci! 2'23 o I I F --Kitchen I C3.. C L LJ r� I I I x 22'6-W - o-- fI } I S.F. - E 10 mlo ee------- -- -- - P I Kitchen ' - 22'1" x 12'6" I I 3 I t --- - - 7 S.F. I '�' � I I oe 27 u ' — — — — — — — — I I i SHEET A2.21 SHEET A2.22 —--------- '------- — ----------— — — — — — — 0 Room Line of Ceiling ABV I FOR DIMENSIONS, S.S.D. Storage 30 S.F. 40'9" x 31'9" I O- - --- - - 1 -- - - --- - ---- -- - - -- -—- - -Ir-----1296 S.F. ---- --- - -- —- --- _- -- - ----------Men's-- o -- —� Restroom 3 I I 3 219 S.F. V.2I A4.2 II i I m I I --------------------- ------------ ------ 120' 65'-6" 67' 01 02 03 04 b 06 07 08 09 11 13 14 15 16 19 21 22 23 Scale: 1/16" = 1'-0" 27,972 Sq. Ft. 1 A3.2 LU rn � ¢ o U N z " � � o o O N J CO Q U w J LU Y w M V N r U w n � "O \0" i O U w U LU f_— U W C0 LU 3 0 0 O I- I LU ¢ 0 a Z v U) n � d7 Lf� Q U ry ry W J LLI Q W wU) M W LL _ � Q LJLm w w z --� U d' U LL o ti M L0 LU ¢ 0 a Z Q a- ry � 0 W wU) 0 Q � -� w LJLm 0- 7 V) 1 SCALE 1/16"=1'0" 1 A4.2 PLOT DATE 11/15/10 A3.1 SHEET N 7 A202 �"a PRINTED ON RECYCLED BOND 01 02 03 04 05 06 07 10 12 13 14 FOR DIMENSIONS, S.S.D. 1 I I I 1 I I I I I j 1 A3.1A4.2 N ' ----- ----- ----- - - ---- I-- - - - - - - - -- -- - - - - -- `\I II II j -- - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - j �- ��----- 4 5 - r�--- - - - - -- I \ I � III A6.1 A6.1 A3 -=1=-------- Board Room 3 j ! 1 1 1 1 i 'I 101 1 D A7.2 B I C -------------------------------- ------------- -------- j 2 A3.2 TAG DESCRIPTION DETAILS Al Ext. Wall -Non Bearing 2"x6" Stl. Stud wall @ 16"O.C.: SSD A2 Ext. Wall- Bearing 2"x6" Stl. Stud wall @ 16"O.C.; SSD A3 Ext Wall 2"x8" Stl Stud Wall 16" O.C.; SSD B1 Int. Wall - 2"x6" 2"x6" 20 ga. Stl. Stud Wall @16" O.C. B2 Int. Wall - 2"x3-5/8" 2"x3-5/8" 20 ga. Stl. Stud Wall @16" O.C. 133a Int. Double Wall (2) 2"x3-5/8" w/ 1" CLR Separation between Studs B3b Int. Double Wall (2) 2"x3-5/8" w/ 4" CLR Separation between Studs B3c Int. Double Wall (2) 2"x3-5/8" w/ 10" CLR Separation between Studs w Wood Clad 4" T&G Interior Wood Cladding- Natural Stain j I 2 SCREEN I I j j i j I (�CO:7 1 A6.3 j j j I I 33a o -- - --- -- --- - - - - -- - --� MECH. ROOM D I I - --- p 103 g 2 D Custodial I I - I A7.3 - - 17 A SS 102 I j SERVER ROOM/I I - -ACgCp A 104 I \ I--- ---- - B c --- I _ I - j I - N L 48 B A7.3 D A7.5 I I c E" N I 8 I I A B D A7.5 MEN'S - - - - - A LOCKER ROOM - I - I 105 --- -- - - - - ------ - - - - -- J-- ---- --�--------I ----------------- �- -- _I 2 fi-----i__------- - p1 --- - - A4.2 IT WORKSPACE gab AND STORAGE I B Ac LINE OF ROOF j A l --- I I I� v I�N, I , B D OVERHANG ABOVE 5 01 WOA7M.5E N'S A LOCKER ROOM A 2 \_ 107 _ Tr-------------- 7- �r------------------------ 3' 8'CLR _jof 01_--- -- E (I V' ° 5 07 - -- ---------- A6.1 YP. A6.1 YP \\ ELEC. SEEEl5-101/2' 8-1" 11'-11" 10' 10' -- -- - ` I I I I 20 I I 10 I 10 I I 10 I 10' \ \\ � - - 11 \ l a \\ 10 I \\ 7' S .5' - I 5 1, 5' �r ' 5 - 5, 5, - 5, 5' 5 5 5' 17- 4 I _ -=�1----------� _ _ _ 7 - - �I ISI i �A i A6.2 A A7.2 C CONFERENCE / I %i . " 2 BATHROOM I A771- A A A A _ I A TRAINING ROOM I A EEkEzj-- - I ~ B 1 III A A A _� A \MEETING ROOM CL 110 I B1 B1 - - - - B1 PR VACYir� HUMAN 120 J l I TYP. TY ISI I I � RESOURCES 1 I I TY TYP. I 1 RO M 4 \\ 09 C QUIET _ O S FILES HR OFFICE .I/ a B OFFICE I OFFICE co 1 OFFICE ' T P SMALL CONFERENCE TYP. - \\ ROOM OFFICE OFFICE I A6.2 I \\ g 5 D 07 A 2 c I 112 I 113 III 117 118 B1 119 j �/ 3 \\ A7.4 A7s 111 B D OFFICE RO M #2 6 OFFICE A6.1// j 114 115 I 3 � 125 A c 124 D I � 116 A7.3 A7.4 III // I \\ A I CENTER LINE B1 LINE OF CEILING j I A I 11 :3oj:� 01 10 10 _ \ 10 OF WINDOWS TRANSITION D \ O _ O 10 10 10 N 11 � 1111 0 0'10 _ I r(10) B1 III 4 \\ COPIER „ I III 5 111 3" TYP. 6" TYP 111 6 TYP. STORAGE AND \\ ROOM 2.23 Ili 111 !I COPIER ROOM \\ B1" j - - \\ \ B2w 1 121 III // M - - 1 08 11 \ -- 10 O 741= ----- N l 111 B2w A2 I II 1'I --------------- ' Ij I i IIII'jIIlIII lI jI I1III.'1I1 II' I 16'-11" 3' 6' 0" CLR 1l1jI'1'1lI1 3' B2w 2 IB1 A6.1 -------------------- --------------- LINE ---------LINE �IIj1!IIl1II I' IIIIjIIII 1 IIIIjIIIIII I OF Ill II CLERESTORY AB • VE io I I c I' 1 - ------------------- -------- ------r--- I I I j LINE OF FRAMING1 111 --�- j1 - - - - - - LINE OF CLERESTORY ABOVE B D BONE 111 Administrative Core A7.1 III I --------------- I' I' j I' 1.IIII A I, - ! A6.3 - Ijl Ili I'I 481-------__--_-,- I 1II1;I 1 B1 III ------------------ J ---- I,1 Ili �I� Ijl j I p I ' II 1 1 ------- I' I 11 ��jl I'I III 11,1 I I!I --------- II III MATCH UP WITH LINE ON SHEET A2.22 MATCH UP WITH LINE ON SHEET A2.22 ' 1 1 A4 1 A4.2 17 18 20 22 23 H o ti V Q U O LU WQ O M W Ill _ F- U /} rn z -� cn to U OC Q LO � L o ti M LU 0 U co 0 ?� n r U_ W KALE J ILLI F- CCN r U I U >- J W W Y Cn � W W W --� co o 0 0 5 0 Ci co 11- U w n Ir ,L" / I (D_Enla r ed Floor Plan SHEET N Scale- 1Z _ 1'-0" .a A2021 Co PRINTED ON RECYCLED BOND w rn Ln rn V Q U O LU WQ U M W LL_ _ F- Q` /} W W z -� cn to U OC U Q L o ti M (D_Enla r ed Floor Plan SHEET N Scale- 1Z _ 1'-0" .a A2021 Co PRINTED ON RECYCLED BOND w O O .j a LL. 0 0 LU to OC z Q Z Wc/) a LU 0 En ?� n rn KALE 1/8"=1 1011 ILLI I I I I (D_Enla r ed Floor Plan SHEET N Scale- 1Z _ 1'-0" .a A2021 Co PRINTED ON RECYCLED BOND O O .j LL. 0 LU (D OC w W Q Z Wc/) a LU =W ?� n rn KALE 1/8"=1 1011 SLOT DATE 111 /15/10 (D_Enla r ed Floor Plan SHEET N Scale- 1Z _ 1'-0" .a A2021 Co PRINTED ON RECYCLED BOND 02 03 04 05 06 07 10 I 20 I 22 I A4.1 I A4.2 I I I MATCH P WITH LINE ON SHEE' A2.21 4 A A7.4 5 6 j j MATCH UFSWITH LINE ON SHE T A2.21 7A6.3 A6.3 A6.3 I // , T\\ � I I 4' 8,�„ I ,�„ 3' III -I T-1 I I1-1 I I \ ( I' I � to 77 SMALL -- _-_= II /--_ _ __ ---�- -�-----_---�- -I------------------ I _ ---------------- ---- --- - _ _- -- _ _ _ - - =-t---- Z CONF. ROOM 10 ,0 01 01 Q Q I,I ,0 10 ,o - , / - - - _ - - ---------- -- - - I 126 // III ( _ PRIVACY III 61 � , I I 7 // g I I LARGE TYP. B, ROOM I I g B, / / - - - / 3 III OFFICE OFFICE I CROOM a III A7.5 I B� I / 9 I I I o2 8 77 A A1.3 C A 2 c III 1 I I I III 4 OFFICE I MEETING ROOM SMALL B I I I I A6.3 I A7.4 I I 127 128 �(C, 129 I,I TORAGE / / A 1 C ( LOBBY i I 5 PRIVACY ROOM TORAG I I I A5.4 130 I 131 132 _ LARGE A7.3I I I A5.4 I I I I ( A I A A I q q ROOM A '- A I'I A I A A I - -(- / CONFERENCE ROOM I 134 - -- -_ - / I 133 - ------- A - - - - - ' �� I -23/4" 5 I 5' SA 71 5 5 5' 5 5' 5,�- _-____-__ = =-=== -== ==-======-= -1=== -=��-- --_ I- -_-_ ---- 1 ------ 1 l I -- =--=T=-=---- =-_ =- =-i=====__- ---- I /// II 3 III III w // I 6 I I i - J -�- I III III III III Ijl � 2.2 I I i I I ----A6.1 --- -- ---- (�Cj NI I . I A53. 4 III IIIII II +II A13 ETWEEN GN ID ---------------------------- --- ---------------------_ 197 -- DH AND GRI4L------------IL-------------------- ___________- COUNTBI Room Divider 11 1 C6 N 11 s I D I , 1 I II iI I ------------------------ LINE OF ROOF VESTIBULE -------------------- OVERHANG ABOVE135 I A3.2 I jI Lobby I I MULTI-PURPOSE ROOM ---------------------------- 136 -- I------------------ }- --------------I---------------- -� ___-_ - - - - - - - - - ---------------�---- - - - - - - ----------- - -=a- -- - _ =-= - = -- = = - = = =-= =- _' _- - I STORE AND I 3 jj j j 2 i VISITOR'S CENTER I I 10 i A q7_2 c I 2 j j A4.1 i 5 138 I LINE OF CLERESTORY I A6.3 I , D I I , A6.2 D ABOVE j I I A4.1 I I I I I I I I 2 I I I I I I I I I c A7.1 A 1 11 ACCESS I 02 jB A6.3 j LADDER I A6.3 j w ( 61w 6 ---------------- 61 --- I ----------------- I ----------------- 1 - - - - - - - - - - - M ' 05 M (�---------------------- I I CO ri C TAG DESCRIPTION DETAILS Al Ext. Wall -Non Bearing 2"x6" Stl. Stud wall @ 16"O.C.: SSD A2 Ext. Wall- Bearing 2'56" Stl. Stud wall @ 16"O.C.; SSD A3 Ext Wall 2"x8" Stl Stud Wall 16" O.C.; SSD B1 Int. Wall - 2'56" 2"x6" 20 ga. Stl. Stud Wall @16" O.C. B2 Int. Wall - 753-5/8" 2x3-5/8' 20 ga. Stl. Stud Wall @16" O.C. Baa Int. Double Wall (2) 2"x3-5/8" w/ 1" CLR Separation between Studs B3b Int. Double Wall (2) 2'53-5/8" w/ 4" CLR Separation between Studs 63c Int. Double Wall (2) 2753-5/8" w/ 10" CLR Separation between Studs w Wood Clad 4" T&G Interior Wood Cladding- Natural Stain - - --- -- ----- -- _ ---- 0 11 B1 an In] HO W 2 I i I o1 01 I III `------------� SCULLERY 4 18"MIN I ' A3.2 I B, II B I B1 145 A A7.6 C ACC SS 2.2 WOMEN'S I I I 2 LAD ER 14 RESTROOMev J.C. o, 4 III A7.6 ®®, o A9.3 3 I I I A C I COMMERCIA 139 141 C _ I KITCHEN .23 A7.5 I I Ij1 I 144 ®®I i) I / ®® - - - - - - - B3b ELEd. PANEL, / I I I'I I I - - -, B C) MEN'S III I ! ®®I ' °'"'-; -°N-� --- SEE�1 -I II I ------ 3 RESTROO -------------= __ _-= III ®®I 131 5'-10 1/11".7/1 A A. ---- EMPLOY -� // III I I I III I i KITCHE -- I I / III I I I I III I R 146 !i A 3 C ------------ 4 14 // I I ( (� , I I I j l os ------------ F I / �.I------------- - E EQ ,STORAGE -/I------ I +_ A6.1 B� / 140 - --------------- o - I ( II I III I / I -T2 77' - - y I'I // ) BREAK ROOM I / I / 147 B' / 02 15 ELEC. PANEL, 1' LINE OF CEILING j j A9 3 SEE E1 I i i I A A7.2 C ABOVE j I 1 ' -------------------------- ----------------------------------L-----------------L------------------I---- ------------------ ------------- 4 ------ ------ ------ ----------------------------- I -� _- 13 1 ------yl -�_ I I � 3 , 3 I A4.2 I 15 I• A9.3 _IIS 14 III 4 A9.3 I (- A6.3 �\ m I / ,// Q I I I I I I j I I I j I 1 I I A4.2 01 02 03 04 05 06 07 08 09 11 C Enlarged Floor Plan N Scale: 1/8" = 1'-0" -,. DIMENSIONS, S.S.D. 15 16 19 21 23 F- o r - LU UJ m c6 F- c6 LO cr_ CD = Z co, O LL_ LO NJ W W Y W m W U U Q W W 0 U W O i U Q O U Lu IY ZD F- U W F- U W U) W 0 0 O F- U) L0 rn r� V O 4 o c5 �N U_ O Q LL U F- Q` r F- W w Q �Vy LL F- Z O U Lu IY ZD F- U W F- U W U) W 0 0 O F- W U) L0 rn r� V O Q U fl�W U_ W M W Q LL U F- Q` r F- W w z �Vy LL F- Z /W/� W vJ a % U -ZJ U .W a. UL o ti M 1.0 W O O J U_ a �W 0 �Vy LL Z /W/� W vJ a % a -ZJ Q� .W a. ma W O O J U_ �W �Vy LL Z /W/� W vJ a % < -ZJ Q� .W a. ma SCALE 1/8"=11011 PLOT DATE 11/15/10 SHEET Al2 ■ 14 6'-3" 34 ' ------- I 1' I II 7 CABINETS / SHELVES ABOVE STAINLESS STEEL COUNTERTOP 35 -------------------- 4 ------ ---4 j 37 j 3 10 36 J I CABINETS ABOVE 14 T17f9 1/2" 20 22 5'-4" 6' 2'-3" 5'-10 1/2" 05 j 05 1s o 0 11 9 O 1'6" B MIN A 4 C Ir - A7.6 SCUIIe ACCESS Scullery Commercial 3 RESIDENTIAL STOVES TBD LADDER Kitchen (1) GAS D (1) ELECTRIC COIL o B (1) GLASS TOP o CHILLED WAT R A 2 C I I I + PIPES A7.6 D (00 -9 4'-9" "' 17 D T-6 112" ❑ — 6'-8" 6 81-91, - e0- STONE COUNTER \ / o 0 ------ --- - - 12 18' Enlarged Kitchen Plan Scale: 1/4" = 1'-0" iR O NOTE: CONC. SLAB TO SLOPE TO DRAIN. ME)AIKI ID I nXA/Cr") -rJAKI c r - D 25 O 19 j D 25 j 28 N i C� CABINETS / SH 77 --- ELVES ABOVE 0�H, w - RANGE HOOD ABOVE 29 SHELVES, TBD -- LU w Employee BUTCHER BLOCK CABINETS ABOVE i 1' Kitchen 6 ' R � 27 B i77277 N 3 A c --------------- ------ I' 32 n 22 22 N ----------- 4'-6" 23'-3" 42' POTENTIAL FUTURE DOOR, RUN 20 ELECTRICAL/ PLUMBING ABOVE 7'0" Enlarged Restroom Plan Scale: 1/4" = V-0" 0 COMMERCIAL AND EMPLOYEE KITCHEN EQUIPMENT LIST ITEM DESCRIPTION/ REMARKS MANUFACTURER MODEL Ph VOLT AMP GAS CONN Btu/hr 1 9 ft CaptiveAire Hood w/ Automated Ansul Fire Supp. CaptiveAire 603SND-2 3 208 4.7 A- 2 per 101-200 men Kohler Commercial Stronghold Toilet Seat (ADA) 2 Make Up Air front Mount w/ Dampers Mech. Contractor Lavatories for Women 3 208 3.3 E LL] 3 60" Dbl Oven Range Burner/Griddle Combo/Conv. Oven Montague VG60-6-2FT 1 115 5 3/4" 20,000/40,000 4 18" Charbroiler Undercook w/ optional stand Montague UFLC-24R H D W Sloan Optima System -Electronic Hand Washing Faucet 3/4" 76,000 5 Regaline Scullery Sinks -3 sinks+2 DrBd Advance Tabco 94-3-54-18RL J Watts 8" Round Floor Drain FD -100A 6 Underhood Lighting (both hoods) CaptiveAire Bi -Level Elkey EZH2O fountain + Filling Station 1 115 15 Waterless Co.'s Baja Waterless Urinal 7 5' Low Temp Hood CaptiveAire 1 115 4 N 8 ADA Compliant Wall Mounted Hand Sink Advance-Tabco 7 -PS -25 Bobrick Soap Dispenser B-2111 S.STL P 9 72" Stainless STL Undercounter Refrig. ADA Compliant TRUE TUC -72 -ADA 1 115 10.5 K-2196 White 10 72" Cooler Worktop TRUE TUC -72 1 115 5.1 11 72" Chefs Table with Shelving and Drawers U 12 52" Dbl Door Stand -Alone Reach -In Cooler TRUE TR2R-2s 1 115 10 13 54" Dbl Door Stand -Alone Reach -In Freezer TRUE T -49-F 1 115 13.2 14 Elec. Oven in Employee Kitchen GE C2S980SEMSS 1 240 40 15 47" Portable Steam Tables Supreme Metal TBD 1 115 20 16 (5) Countertop Micro. Ovens -Break Room GE JES1140SP 1 120 158OW 17 450 LB Ice Machine and 4501b Din Manitowoc SD -0452A 1 115 60 18 Low Temp Chemical Single Bin Inline Dish Machine Autochlo System A-4 1 115 20 19 Undercounter Stainless STL Sink - ADA Elkay ELUHAD211545 22 Dbl Coffee maker Bunn 27900.0001 1 208 28.9 23 Bosch Electric Cooktop GE NET5054UC 240/208 32 24 Gallery 24" Built -In Micro-Bd Rm, Lg Conf. Rm, Coffee Rm Frigidaire FGM0205KF 25 Double Drawer Dishwasher -Employee Kitchen Fisher-Paykel DD24DDFX6V2 26 Mini -Fridge -Architect Series II Kitchen Aid KURS24RSSS 115 20 27 (2) Undercounter Built -In Convec. Micro Ovens Frigidaire KBHS109SSS 240 20 28 Undercounter Ice Machine -Employee Kitchen Manitowoc SM50 115 4.1 29 Broan Range Hood -30" W BROAN 613004 120 3.1 30 (3) 36" GE Profile Cabinet Range Hoods GE JV666HSS 120 2.5 31 Food Service Grade Refrigerator- Employee Kitchen Frigidaire FCSS201 RF 32 Food Service Grade Freezer- Employee Kitchen Frigidaire FCFS201 LF 33 10 Cup Built -In Coffee Maker Brew Express BE -110 -BS 34 24" Deep; 5' x7' SS Korner Table with 5" Rear Splash(w/ optional KT -103 S.S.Shelf); Advance Tabco KTMS-246 35 2' Long, 24" SS Deep Worktable w/ 5" Rear Splash Advance Tabco TKMS-242 36 6' Long; 30" Deep; SS Straight Island w/ Shelf Advance Tabco MS306 37 5' Long; 30" Deep; SS Straight Island w/ Shelf Advance Tabco MS305 CX 6 �nlged M1_0enette Plan @ Lg. Conf. Rm. Scale: 1 /4" O SEEA-R.4 FOR DETAILS ON TOILET LOCATION AND ACCESSORIES A B C Enlarged Kitchenette Plan @ Board Room Scale: 1/4" = 1'-0" BATHROOM EQUIPMENT LIST 0 ITEM # COUNT Description/Remarks tion/Remarks p MODEL COLOR A Kohler Highcliff Toilet Bowl (ADA) K-4368 White B 5 Sloan Ecos Electronic Dual Flush Valve; (1.6-1.1 GPF) 8111 Chrome PI. C A- 2 per 101-200 men Kohler Commercial Stronghold Toilet Seat (ADA) K-4731 White D Lavatories for Women Dyson Airblade Hand Dryer A-04US Alum E LL] Kohler Kingston Wall Mount Lavatory K-2005 White F B- 3 per 80-120 men 24"x24" Florestone Molded Mop Receptor MSR-24224/MSR-3624 White G Chicago Faucets -Service Sink Faucet 897 -CP Chrome PI. H D W Sloan Optima System -Electronic Hand Washing Faucet ETF -80 Chrome PI. I Watts 12" Square Floor Drain FS -730 J Watts 8" Round Floor Drain FD -100A K Bi -Level Elkey EZH2O fountain + Filling Station LZSTL8WSLK S. STL. L Waterless Co.'s Baja Waterless Urinal Model # 2104 White M Bobrick Folding Shower Seat B-5181 White N Kohler Handshower w/ ADA Compliant Accessories K-18495 CHrome PI. 0 Bobrick Soap Dispenser B-2111 S.STL P Bobrick Paper Towel Dispenser and Waste Receptacle B-3942 S. STL O Kohler Pennington Countertop Lavatory (ADA) K-2196 White R Kohler Primary Bowl K4321 White S T U V BATHROOM EQUIPTMENT SCHEDULE 14 TOILETS; 5 ACCESSIBLE (8 Women's, 5 Men's, 1 Unisex) 5 URINALS 12 BATHROOM LAVATORIES MINIMUM PLUMBING FACILITIES A- Assembly Occ.=294 total; B- Business Occ.= 144 total; NAME OF FIXTURE REQUIREMENTS TOTAL REQUIRED Toilets for Women A- 8 per 101-200 women 8 B- 6 per 95-135 women U Toilets for Men A- 2 per 101-200 men 5 L B- 5 per 95-135 men B 2 A7.5 C Urinals A- 2 per 101-200 men 3 k B- 3 per 100-150 men e Lavatories for Women A- 1 per 1-200 women 3 B- 3 per 80-120 women LL] Lavatories for Men A- 1 per 1-200 men 3 J B- 3 per 80-120 men '~ Drinking Fountains A- 2 per 151-400 people 2 13 8'-1" I N I NOTE CONC SLAB TO SLOPE TO DRAIN II T I M I DRAIN IS LOWER THAN F.F. CRUSHED STONE/GLASS; TBD i FINISHED SURFACE TO REMAIN FLUSH TO CONCRETE '_2„ i 2 I A5.4 SEE A -RA FOR DETAILS ON SINK i LOCATION AND ACCESSORIES Single Iccupancy Bathroom Admin Core p � N Scale: 1/4" = 1'-0" .� 14 17 20' T-3 1/4" /IVFOLD UP BENCHES 4'-3 1/2" O O j N Men's M Lockeroom V — FD U o 8 M E A7.5 eo � LOCKER BD FD C BA 7.5 D — — A F 01 © L ' 5 3 "CP, 1" 30�CLR 1" 65" I ZI B R W en's 1 2'-1 1' 2'-11„ 1' 5,0„ Lock room c IN g FD B A7.5 D o j FD c\J A R LOW TOI QO E 6 A7.5 01 FD M U in 5' CLR MIN IL --------------- N NOTE: CONC. SLAB TO SLOPE TO DRAIN. 4'-3 1/2" DRAIN IS LOWER THAN F.F. vQ PRINTED ON RECYCLED BOND Enlarged Locker Room Plan Scale: 1/4" = V-0" Oa I-- UJ Cn CIO CD i �►' rn Q LL ~2 � Lc� 00 2, O U U N M a W U U Q FD L w J W W W m B 2 A7.5 C � w W w -, p r D_ k p e i � J DRAIN IS LOWER THAN F.F. CRUSHED STONE/GLASS; TBD i FINISHED SURFACE TO REMAIN FLUSH TO CONCRETE '_2„ i 2 I A5.4 SEE A -RA FOR DETAILS ON SINK i LOCATION AND ACCESSORIES Single Iccupancy Bathroom Admin Core p � N Scale: 1/4" = 1'-0" .� 14 17 20' T-3 1/4" /IVFOLD UP BENCHES 4'-3 1/2" O O j N Men's M Lockeroom V — FD U o 8 M E A7.5 eo � LOCKER BD FD C BA 7.5 D — — A F 01 © L ' 5 3 "CP, 1" 30�CLR 1" 65" I ZI B R W en's 1 2'-1 1' 2'-11„ 1' 5,0„ Lock room c IN g FD B A7.5 D o j FD c\J A R LOW TOI QO E 6 A7.5 01 FD M U in 5' CLR MIN IL --------------- N NOTE: CONC. SLAB TO SLOPE TO DRAIN. 4'-3 1/2" DRAIN IS LOWER THAN F.F. vQ PRINTED ON RECYCLED BOND Enlarged Locker Room Plan Scale: 1/4" = V-0" Oa I-- UJ Cn CIO CD i �►' rn Q LL ~2 � Lc� 00 2, O U U N M a W U U Q U L w J W W W m � w W w -, p r w w ryU CL p i � J Q O QU LL] Z CD r— Cy') Ln J QLU '~ W a 0 Z 0 L Cl) n �/ / � L0 rn LCA C) 0 v 2E a U co Q U L Q` r w w ryU CL --�C0 i � J Q QU LL] W a 0 Z 0 L Cl) n �/ / � L0 rn LCA C) 0 v 2E Q U J wry W Q U L Q` r w w ryU z --�C0 i � J QU LL] Z CD r— Cy') Ln W a 0 Z 0 L J L J i � J �/� v J LL] Z W cn J QLU '~ a- D W SCALE 1/4"=110111 PLOT DATE 11/15/10 SHEET A2023 8'X 8' PLYWOOD MOUNTED ON TOP OF GWB (3) 4" CONDUITS FOR TELEPHONE AND FIBER OPTIC VERT. WIRE MANAGERS 2 POST SERVER RACKS 12" WIRE RACKS @ 7' A.F.F. 4 POST SERVER RACKS �nla ed ��e��,Roo�mP�Ian ivEnlar ed Mechanical Room PlanNScale: 1/4" = 1-0'� 3 Scaleg /4" = 1'-0" �� OW %,,* PRINTED ON RECYCLED BOND 2 L_ F-- W U) ao C:) ti rn Q OU LL r- Lo Lo o Lo L 2i O U Ld F— W N Co —1 Q f,y F - = r U w U W W J W W Co _ F— W Cn W p U W W ry D Q O w C/) H ry o ti M Lo w w v U) n ry Q f,y U W w C)M W � _ F— Q U W W ry Q U w C/) ry o ti M Lo w D LuU H O 2 U K Q 04 V N D�M or Q F w F- 0 m z O U w SCALE 1/8"=11011 PLOT DATE 11/15/10 SHEET A2024 v U) n Ln Q f,y W J W Q C)M W � _ F— Q W W U U o ti M Lo w F- 0 m z O U w SCALE 1/8"=11011 PLOT DATE 11/15/10 SHEET A2024 m v cn 2 m N iNIJ Con ZCy�T ARCHITECT Acl TODD JERSEY ARCHITECTURE 1321 8TH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 WWW.TODDJERSEYARCHITECTURE.COM D U) m SHEET TITLE ENLARGED FLOOR PLAN REVISIONS DATE LUNDBERG STAMP SED A -- m WORKSTATION LAYOUT-- FAMILY FARMS CL�PRE. (n SUBMITAI TYPE PERMIT SET -- o 5370 CHURCH STREET, RICHVALE CA, 95974 OF C ZCy�T ARCHITECT Acl TODD JERSEY ARCHITECTURE 1321 8TH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 WWW.TODDJERSEYARCHITECTURE.COM L1i 1cnrn1nr7n n 1A1 o r+r_1 inin /-, n' All A r r T -BAR ACOUSTIC CEILING @ 9'4" A.F.F. SUSPENDED GWB CEILING @ 9'4" A.F.F. FRAMED CEILING FOR MECHANICAL DECK; S.S.D. ACOUSTIC CEILING TILES ACUSTADEK ARROWS INDICATE ROOF SLOPE AND POINT TOWARDS ROOF RIDGE. Reflected Ceiling Plan Scale: 3/32" = 1'-0" T -BAR CEILING WITH ACOUSTIC PANELS @ 9'4" A.F.F. (ALL WALLS TO CONTINUE TO DECKING) T -BAR ACOUSTIC CEILING Q 9'-4" A.F.F. SA GRILL, S.M.D. RA GRILL, S.M.D. FRAME INTERIOR PARTITIONS TO 8'6" A.F.F. THIS AREA ONLY; S.S.D. G.W.B. SOFFIT @ 9' 0" A.'F.F. FRAME INTERIOR PARTITIONS TO 8'6" A.F.F. THIS AREA ONLY; S.S.D. SUSPENDED GWB CEILING @ 9'-4" A.F.F. SUSPENDED GWB CEILING @ 9'-4" A.F.F. T -BAR CEILING WITH ACOUSTIC PANELS @ 9'-4" A.F.F. AT PERIMETER (ALL WALLS TO CONTINUE TO DECKING) ------------------------------------ RIDGE ti � o L0 U � H W N M J Q rl000 = r \ Q Vl , M W W J W Y ry W Co _U � Of W 07 Of W p ` /}� W W LL' J L.L 0 (n ~W W O L w � Lu QU -W m � U) o ti M Lo 0 Co wa RIDGE FLASHING TO BE MITERED-/\ \ � \ \ Z -CD Enlarged RCP @ Ridge Scale: 1" = 1'-0" SEAL SPACES BETWEEN ACOUSADECK CORREGATIONS WITH [_- MA nininin r„Ane i MAr Mfki� rl Al 11-11 1P A- Irf'l TRIM TO MATCH ACUSTADECK 'J' TRIM TO BE USED AROUND STL BEAM FRAME INTERIOR PARTITIONS TO 10'0" A.F.F. THIS AREA ONLY; S.S.D. t"a PRINTED ON RECYCLED BOND 0 WORM'S EYE VIEW OF BEAM AT INTERIOR WALL N.T.S. WORM'S EYE VIEW OF BEAM AT INTERIOR WALL N.1.6. F- W W0 U)Q _ a~o r- o ti rn 2-7 OU LL. ti � o L0 U � H W N M J Q rl000 = r U Q Vl , M W W J W Y ry W Co _U � Of W 07 Of W p ` /}� W W LL' J L.L 0 (n ~W W O L w � Lu QU -W m � U) W U W U try Q W 0L W r U w O x U K Q w r n 'tet rn Lo 07 V 75 U rl000 J a_ w W Q M W LJL- _U � Q ` /}� W W LL' J L.L J (n ~W W U L w � Lu QU -W m � U) o ti M Lo w Z W J a_ Q U C� 0 ZLJ LL' J L.L J (n ~W W <� L w � Lu z -W m � U) co 0 Co wa SCALE 3/32"=1'0" PLOT DATE 11/15/10 SHEET A214 Z W J a_ U C� W ZLJ LL' J L.L J Lu > �-- ~W W <� L w � Lu r , v -W m � U) co SCALE 3/32"=1'0" PLOT DATE 11/15/10 SHEET A214 2 A3.2 SHEET A2.21 SHEET A2.22 C 14 / 1 \ Scale: 1/16" = 1'-0" Oa 1 A3.1 1 A3.2 IEET A2.211 IEET A2.22 R(-)r1C' Dlii/"`C no VAI I C\/ WHEN ROOFS MEET AT 45° IN PL ROOF SEAMS TO BE ALIGI` 6 ROOF DETAIL N.T.S. CUSTOM WELDED MTL FLASHING CUSTOM WELDED KATI CI AC`1 Ilkl " BIRD'S EYE VIEW OF TOP ROOF INSIDE CORNER N.T.S. Cf1r`C nC CnnClnln MAnirl Co PRINTED ON RECYCLED BOND BIRD'S EYE VIEW OF VALLEY AT EAVE N.1.6. BIRD'S EYE VIEW OF RIDGE AT EAVE I -- v U) n ~ ' I �+ U-1 Q U L.` fy W0 W M C H U _ Q` r H w w Z--�Cf) In N W C/) Q Z � � z U 00 O r- w "`' w N J In I_ - M Q = U U w I I 1 I W } J W W C/)Y � ui W W -:I Co D O F— w ry U Lu U ry Q W N� 0. W 0 Lu� Q U H O 2 U 0 v U) n � Lf') rn ' I �+ D U N W Q U L.` fy > F W M C H U _ w v U) n � Lf') rn ' I �+ Z L Q U L.` fy > F W M C Q LL U _ Q` r H w w Z--�Cf) In 0 - _ U elfQU CD ti M w 1- ' I �+ Z L w U) a F_ < > F �O F� w w fy n -w m m a In In 0 z O In w I I 1 I SCALE 1/16"=1'0" PLOT DATE 11/15/10 BIRD'S EYE VIEW OF CLERESTORY CORNER BUMP -OUT N.T.S. SHEET A205 1- ' I �+ Z L w U) a w J 0 < > F �O F� w w fy n -w m m a In In SCALE 1/16"=1'0" PLOT DATE 11/15/10 BIRD'S EYE VIEW OF CLERESTORY CORNER BUMP -OUT N.T.S. SHEET A205 rn v 02 C) CN LWR = OAP" c� c �C 0� r - z C M cn c D _ z Oc m m� C mC z� O 0 r z m 2 FARM 190 A O N - - - 1 1 1 1 1 1 U1 C O� �z m Z D >C-) 7 M xO cn m M0 C cn D � r D0 r r m D r z O -I u 0 0 o -i r m 0 com j 4o r Z=I-jC O O M rr Omzz c- imct) > D O m Z z m �0p0 �Z ,m c9 �J 0 cnmm D p m r m z c mn �z0 -�z zm mxm -- 00n Iv r z C � Z �N1 N W m0 o n DATE m SHEET TITLE EXTERIOR REVISIONS LUNDBERG4 STAMP E:)=A S C. J, m m OHO -- -- - I -� E L E VAT I O N S FAMILY FARMS C2314; D m O - SUBMITAL TYPE PERMIT SET Lp REN- 7-31- 9TF -- CD 5370 CHURCH STREET, RICHVALE CA, 95974 °F c F X0 (Z D oz O r Z7 (n z O O mr >c- z 0 C) z z `- o -� co U) mC m0 zn G)� o 0 r z m cn D O O cn n z G7 _ D o _ o U1 C O� �z m Z D >C-) 7 M xO cn m M0 C cn D � r D0 r r m D r z O -I u 0 0 o -i r m 0 com j 4o r Z=I-jC O O M rr Omzz c- imct) > D O m Z z m �0p0 �Z ,m c9 �J 0 cnmm D p m r m z c mn �z0 -�z zm mxm -- 00n Iv r z C � Z �N1 N W m0 o n DATE m SHEET TITLE EXTERIOR REVISIONS LUNDBERG4 STAMP E:)=A S C. J, m m OHO -- -- - -� E L E VAT I O N S FAMILY FARMS C2314; m O - SUBMITAL TYPE PERMIT SET Lp REN- 7-31- 9TF -- CD 5370 CHURCH STREET, RICHVALE CA, 95974 °F c I II II II 11 -lt II I2 1 0 w 9 mqg 0 m Oti —c-) rn z � mn 00 m mz zm m 00 UO Z 0 0 mr- mm wC/) 0 0 O� z* iiz 70 o Co i* c;7 Xc M r r O z n r m x co� ml) O m m m� zz Zo 1 O m� 5c) m Z A D m � 0 m (j)c)R� c nM� zm0 O i m O cn m m> mz M 0 � 0 ��O = C C r Drr z 0 z ;0 m o O D N m O �CH�T ARCHITECT TODD JERSEY ARCHITECTURE s OW 1321 8TH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 WWW.TODDJERSEYARCHITECTURE.COM A Z 1' � EQ � EQ EQ O B 3 A4.2 1/8" = l'- 0" Y 1/8" = 1' - 0" 2 3 2.5 v METAL ROOFING, TYP. 2 A4.2 EQUAL MULLION SPACING BETWEEN COLUMNS ON GRID LINES J AND L SHALL DETERMINE MULLION SPACING. m im METAL ROOFING, TYP. EQ3 EQ3 1 E03 EQ3 l�ZEQ3 EQ3 EQ3 EQ3 rEQ3 EQ3 EQ3 ' EQ3 EQ3 16 EQUAL MULLION SPACING BETWEEN COLUMNS 2 ON GRID LINES G AND H SHALL DETERMINE MULLION A4.1 SPACING OF WINDOW SYSTEM ON VISITOR'S CENTER'S EAST AND NORTH WALLS. Co PRINTED ON RECYCLED BOND 3 A4.2 METAL SIDING, TYP. I I EQ4 LE04 EQ4 B 3 A4.2 as W F -- W U ry Q w ui 0 �0U wO U K a U Q�� N C) U U Lu O O� a VJ ~ rn m �na V w w � 00 N M Q O � J Q Lo Ov of w 2 w J U Q U M W W W Y elf W _U � � ry >-J L.LI (/) � W —) ` /} m z�~ Q U w Q J z U O a o ti M Lo 0 F— W F -- W U ry Q w ui 0 �0U wO U K a U Q�� N C) U U Lu O O� a w VJ ~ rn m �na V U f.voo w J W Q M W � _U � � Q ` /} W W z�~ \ / U w U J z U J a o ti M Lo w L.L.. 7) Z O 0 a A L.L.. 0 Lu W \ / U w W J z r J a 0 W �W m Q - U w I I I K 1 I I 11 SCALE 1/8"=11011 PLOT DATE 11 /15/10 SHEET A302 L.L.. 7) Z O 0 A L.L.. Q Lu W \ / w U) a } w W J r J a LL' �W w W �W m Q - U SCALE 1/8"=11011 PLOT DATE 11 /15/10 SHEET A302 I 8 U) v r, r m 0o a o m m m 02 C5 C5 0 w 3 WoM17r O z 0- 0o s (D- N) N W SHEET TITLE BUILDING SECTIONS SUBMITAL TYPE PERMIT SET o -p O 3 0 (D i REVISIONS ADATE rd; N 0 0 (D O C' O O 3 0 LUNDBERG FAMILY FARMS 5370 CHURCH STREET, RICHVALE CA, 95974 D STAMP G�NSED ��ooa C. J FRsF� C23142 S� REN. 7-31-09 D 0- D w cn m cf) C � CD r � O C C) O N (D CRm D -0 oz r � 0 7 - D Cn W — C _ D I� D D 0 i o =-I . L Lll> o I' .D �D o w 0 0 L. U) v r, r m 0o a o m m m 02 C5 C5 0 w 3 WoM17r O z 0- 0o s (D- N) N W SHEET TITLE BUILDING SECTIONS SUBMITAL TYPE PERMIT SET o -p O 3 0 (D i REVISIONS ADATE rd; N 0 0 (D O C' O O 3 0 LUNDBERG FAMILY FARMS 5370 CHURCH STREET, RICHVALE CA, 95974 D STAMP G�NSED ��ooa C. J FRsF� C23142 S� REN. 7-31-09 D 0- 1101, FZ m D r cn z ARCHITECT TODD JERSEY ARCHITECTURE 1321 8TH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 WWW.TODDJERSEYARCHITECTURE.COM D w cn m cf) C � CD r � O C C) O 1 (D 1101, FZ m D r cn z ARCHITECT TODD JERSEY ARCHITECTURE 1321 8TH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 WWW.TODDJERSEYARCHITECTURE.COM Lei MMA NLW/IW` 1 neE!r1u nCnv. c c' n I 17 1r19i1wL� : 1 ROOF TAG VERT. AREA (SF) ACTUAL AREA GPM @.016 GPM/SF GPH DOWNSPOUT SIZE GUTTER SIZE G 1950 2010 32.16 1929.60 PL. RECT. 3" X 4" 6"w @ 1/16" slope M 1557 1,603 25.65 1539.00 PL. RECT. 3" X 4" 6"w @ 1/16" slope Z 1,649 1,666 26.66 1600.00 PL. RECT. 3" X 4" 6"w @ 1/16" slope AA 3,665 3,692 59.08 3545.00 PL. RECT. 3" X 4" 6"w @ 1/4" slope BB 1,770 1,823 29.17 1750.00 PL. RECT. 3" X 4" 6"w @ 1/16" slope OTHER <1,5000 SF <1,5000 SF <24.00 1440 PL. RECT. 3" X 4" 6"w @ 1/16" slope ROOF Q O LL J Q D.S. SECTIONAL AREA DRAINED (PER � TAG DOWNSPOUT SIZE AREA (SQ IN) SQ INCH OF DS) MAX. AREA DRAINED AA PL. RECT. 3 -3/4" X 4-3/4" 17.81 310 SQ. FT. 5521 SQ. FT. OTHER PL. RECT. 3" X 4" 12 310 SQ. FT. 3720 SQ. FT. 4RMl� _ PAN 1/ 3 2 0 4W PRINTED ON RECYCLED BOND DS DS w w coo N co Q O LL J Q ~ L0 L O U uj U w 1 -- 2 � U ('1000,J U U W J W Y tY W Lu Of W U) 0-1 W -� W m � H p U W W p Q (D Q O W Cly H o ti M Ln W 'S a �— } � Lu MM W W D S C) r U ) W 0 F W corn Ln rn �n v � Q U ('1000,J U W Lu W 0- � H Q U W W Q (D Q � W Cly o ti M Ln W Lr - a �— } � Lu MM W W D m C) r U ) W 0 F 2 I- U of a 5O � � a M `M Nv 1V� 0 r ED a U) C/) corn Ln rn �n v � Q U ('1000,J w W Q W 0- � H Q ` /} W W U)U (D Q � J U o ti M Ln C/) z z _0 U 0- w w (D Q Z W lJ ) W J J Lr - a �— } � Lu MM W W + m _ D SCALE 1/8"=11011 PLOT DATE 11/15/10 A402 - 4 1 1 VVHLL 5LU I IUN i 1 1/2"=1'0" SEE BUTLER ROOF PANEL DETAIL RP1 MATCH Qv PRINTED ON RECYCLED BOND F- o ti o 7ujQ U W W ti M W r- O Q W W H (!J U J � U ui �co N Z p CD uO L L W ui c U U co W J W W w W W -� m p p O Lu U Lu U ry Q W U) ry Lu U H O 2 U SCALE PLOT DATE 11/15/10 SHEET A501 v U) n � Lf) 7ujQ U W Q U M W � � F- Q W W H (!J U J � U o M L0 SCALE PLOT DATE 11/15/10 SHEET A501 CLOSING STRIP DETAIL 6"=1'0" SEE BUTLER ROOF PANEL DETAIL RP 5 3 11611 I 6" MODIFIED FIXED HEADWALL TRANSITION (STANDARD BUTLER SYSTEM DETAIL) S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 WALL SECTION 1 1/2"=1'0" CAULK TO BE APPLIEE TO BACK OF'J' TRIM \ \ PRIOR TO INSTALLATI, I I BATT INSULATION SEE SCHEDULE A10.1 ACUSTADEK CLOSING STRIP FLASHING TO MATCH ACUSTADEK ------------------ o r. m 2E w N m 0 v W J w Lu r 00 _o o 0 o U- O w U w 0 w C/) Lu w 00 Q ` r Q Z -� cn 0 1 C) ::D J QU m O o r - M L0 / PLOTDATE E- Z O U) 'S 1�xll w II II I I CLOSING STRIP DETAIL 6"=1'0" SEE BUTLER ROOF PANEL DETAIL RP 5 3 11611 I 6" MODIFIED FIXED HEADWALL TRANSITION (STANDARD BUTLER SYSTEM DETAIL) S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 WALL SECTION 1 1/2"=1'0" CAULK TO BE APPLIEE TO BACK OF'J' TRIM \ \ PRIOR TO INSTALLATI, I I BATT INSULATION SEE SCHEDULE A10.1 ACUSTADEK CLOSING STRIP FLASHING TO MATCH ACUSTADEK ------------------ o r. m 2E w N m 0 v W J w Lu r 00 _o o 0 o U- O w U w 0 w C/) Lu w 00 Q ` r Q Z -� cn 0 1 C) ::D J QU m O o r - M L0 / PLOTDATE E- Z O U) 'S 1�xll w SOFFIT DETAIL =E BUTLER ROOF PANEL / DETAIL RP5/ ACUSTADEK CLOSING STRIP FLASHING TO MATCH ACUSTADEK FLASHING TO MATCH SCHEDULE A10.1 2-1/2" STL TOP 11 USE'J' TRIM WHERE TRACK TO SUPPORT D. WALL MEETS COLUMN DRYWALL ONLY - 'J' TRIM MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. 8" STL STUD ROOF PURLINS S.S.D. - 'J' TRIM BATT INSULATION SEE SCHEDULE A10.1 BOTTOM PLATE ATTACH TO WALL GIR, S.S.D. WALL GIRT S.S.D. TOP PLATE ATTACHED CLOSING STRIP FLASHING ,. TO WALL GIRT, S.S.D. TO MATCH ACUSTADEK FLASHING TO MATCH SCHEDULE A10.1 PROFILE OFSTRUCTURE o-�- b WALL SECTION o- 1 1/2"=1'0" (i SEE BUTLER ROOF PANEL DETAIL RP5 FLASHING TO MATCH SCHEDULE A10.1 MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 FLASHING TO MATCH SCHEDULE A10.1 PROFILE OFSTRUCTURE 22 21.9 EK STRIP FLASHING 1ACUSTADEK 3TL STUD -TOM PLATE ABOVE CORBELED E FLANGE S.S.D. ' PLATE BELOW CORBELED )E FLANGE S.S.D. 'OSED STRUCTURE AT GRID 21.9 WALL SECTION 1 1/2"=1'0" #"a PRINTED ON RECYCLED BOND LLJ ry U W U ry Q Lij Cly Lu F_ QU 0 U F_ CL ¢ o r. m 2E w N m 0 v W J w Lu r 00 _o o 0 o U- O w U w 0 w C/) Lu w 00 Q ` r Q Z -� cn 0 0 C) ::D J QU m O o r - M L0 PLOTDATE E- Z O U) 'S LLJ ry U W U ry Q Lij Cly Lu F_ QU 0 U F_ CL ¢ W U) V! � L0 rn Ln rn ♦ ^ v 75; Q 0 r Q w J W M w U Q ` r F- w w Z -� cn 0 > �- ~ C) ::D J QU m U o r - M L0 W Z O U w a LLI J w cn 0 > �- ~ ~ W J Y a li �W W m U SCALE PLOTDATE 11/15/10 Z O U) w C/) Z O U w U LLI J w cn W J J > �- ~ ~ W J Y a li �W W m U SCALE PLOTDATE 11/15/10 SHEET A5■ FLASHING FLASHING TO MATCH SCHEDULE A10.1 SECONDARY TOP TRACK AT PORTAL FRAME S.S.D. TOP PLATE ACUSTADEK 'J' TRIM WHERE DRYWALL MEETS EXPOSED PORTAL FRAME WALL SECTION 1 1 /9"=1'n" STL STUD 6 SEE BUTLER ROOF PANEL DETAIL RP5- FLASHING TO MATCH SCHEDULE A10.1 MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 ACUSTADECK PROFILE OFSTRUCTURE WALL SECTION 1 1/2"=1'0" JSTADEK )SING STRIP FLASHING MATCH ACUSTADEK 'J' TRIM FLASHING TO MATCH ACUSTADEK SEE BUTLER ROOF PANEL DETAIL RP5 FLASHING TO MATCH SCHEDULE A10.1 2"X6" STL STUDS MODIFIED FIXED HEADWALL TRANSITION S.S.D RAISED SEAM ROOF ROOF S.S.D. ROOF PURLINS S.S.D. BATT INSULATION SEE SCHEDULE A10.1 PROFILE OF STRUCTURE AT GRID 14 DROPPED ACUSTADEK CEILING IN HALLWAY WALL SECTION 1 1/2"=1'0" is PRINTED ON RECYCLED BOND :USTADEK OSING STRIP FLASHING )MATCH ACUSTADEK 2-1/2" STL TOP TRACK TO SUPPORT DRYWALL ONL WALL GIRT S.S.D. (11r121u FLASHING TO MATCH ACUSTADEK PROFILE OF STEEL AT GRID 14 4" SHIPLAP INTERIOR SIDIf NATURAL STAIN 6" STL PLUMBING WALL 3 W w W � ti z LL ti v L0 CD o L o L � O U w ~ N M T U WQ J W Y W fy w J w cf) Lu w Q_U 00 M W � � Q ` r w w CC � J F- cn H c w W U O Z U F -- �WN I.y I— U w U ry Q W ry Llj3 L QU Lu O _ I— U K W � n �•/ � rn Ln rn v� ^ O Q U fy fy w J W Q_U M W � � F- Q ` r w w CC � J F- cn H c w W U � Z U o ti M L0 W Z O U ¢ U J 0 W � J U) H c w W m � Z O U) W C/) Z O U Lu U J �W V W ! W � J H W H c w W m � U SCALE PLOT DATE 11/15/10 SHEET A5m13 N ii 0 D r m 0 D D_ z m z Cn c/) m r -i C l) c= m c/) O) (n n Z m D m � Ti O n � �0 DC �� -)o cf)(7) Q o _ -n m� m� r �r oo D Z D c D O z > � rC7 r C7 m m m= m= D IIr n m 0 > O r n m c/) m I CA Z O m0 C m D m � Ti O n � DC p� a� o D rfl om r r �r f D Z D c D O z o O m z G)m -11 m r —i m m D IIr Wm m x = O z m m O D n O m m p r co m D � C �D iv r �cl) om C) 0 z r D G) m n 0 z n m 70 m z c) m 70 0 0 ra � L m Z m v 0 z M n n r - m v 03 0 z v MA s s u m 0 > = r n m p D m I m D m � i Wm m x = O z m m O D n O m m p r co m D � C �D iv r �cl) om C) 0 z r D G) m n 0 z n m 70 m z c) m 70 0 0 ra � L m Z m v 0 z M n n r - m v 03 0 z v MA s s u SHEET TITLE WALL SECTIONS SUBMITAL TYPE PERMIT SET REVISIONS DATE LUNDBERG FAMILY FARMS 5370 CHURCH STREET, RICHVALE CA, 95974 s T AG�NgED C23142 \STREM. 7-31-09 ARCHITECT TODD JERSEY ARCHITECTURE 1321 EIGHTH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 FAX: (510) 528-4108 WWW.TODDJERSEYARCHITECTURE.COM m 0 > = r n m p D m r m D m � Cal C) SHEET TITLE WALL SECTIONS SUBMITAL TYPE PERMIT SET REVISIONS DATE LUNDBERG FAMILY FARMS 5370 CHURCH STREET, RICHVALE CA, 95974 s T AG�NgED C23142 \STREM. 7-31-09 ARCHITECT TODD JERSEY ARCHITECTURE 1321 EIGHTH STREET BERKELEY, CALIFORNIA 94710 (510) 528-5477 FAX: (510) 528-4108 WWW.TODDJERSEYARCHITECTURE.COM c WOOD SIDING TYP. WOOD BATTEN TYP. BUILDING WRAP PLYWOOD TYP. FLASHING TO MATCH SCHEDULE 5/4" X 6" TRIM BOARD TO MATCH SIDING STUCCO EXTERIOR CEILING 3 5.13 WALL SECTION AT NORTH HALLWAY 1/2"=1'0" SOFFIT DETAIL 6„=1,0„ a- o- 2 1 La PRINTED ON RECYCLED BOND !- w w = O o Z cr- O LL U w J Lu Lu m ti � 00 L o `- 12, o 00 L o O U Lu U w C) � w U) w -7) p Q F- Lu W Lu U M W � O Q ` /} W w 0 F- cf)U f III � w 2 ro I� � S QU LL o ti M Lu ry U Lu H U Q LJJ Lu F U 0 _ F— C) K ¢ w c/) � � Lr,) ♦ ^ V 7 Q F- Lu W Lu U M W � � ,= Q ` /} W w 0 F cf)U f III � w 2 ro I� � QU LL o ti M w z O F- U Lu U J W w (n Lu > 0 F w w f III � w 2 ro I� � In z O w I I I ANG I U) z O U Lu U J W w (n Lu > J F w w f III � w 2 ro I� � In SCALE PLOT DATE 11/15/10 SHEET WALL SECTION (D, SOUTH WING ENTRYA5m15 1 TYP. ACUSTADEK TO D. WALL TRANSITION 61=11011 FIELD CUT SOFFIT PANEL CONTINUOUS TRIM TO MATCH SOFFIT PANEL SOFFIT TO BEAM TRAM 2 1 3 =1 0 ACUSTADEK FLASHING TO MATCH ACUSTADECK V TRIM D. WALL UOUS TRIM 'CH SOFFIT PANEL nTAKIn1"I^ "SAM ROOF MATCH ACUSTADEK TRACK SHOT FL, S.S.D. J 1 L LJ L_!11 V 1 4 11011=1'01' 5 ISH TO ACUSTADEK TRIM ETCH ACUSTADEK Lyru STANDING SEAM ROOF PANEL CONTINOUS STL FLASHING FOR SOFFIT PANEL FLASHING TO MATCH SCHEDULE 10.1 SMOOTH FINISH STUCCO STUCCO REINFORCING MESH 1/2" RIGID INSULATION TOP CHANNEL SMOOTH FINISH STUCi STUCCO FLASHII BUTLER PERPENDICULAR RO TO WALL CAP DET, BUTLER ROOF PAN SECONDARY STRUCTURAL, S.: ACUSTAD 3 ACU) 311OSTADEK TO BEAM TRANSITION 1 =1 lll6 1 GACUOSTADEK TO D=1111. WALL TRANSITION 17 3 LEORESTORY WALL SECTION 4M �1 PRINTED ON RECYCLED BOND 0EK FRIM L TOP TRACK :TED TO GIRT S.S.D. JALL ;K CONNECTED TO .S.D. O MATCH w w cf) = = O cu - N M CD c -r- ti Q Z O LL- U } W J W Y Of Lu m ti -1-r L9 N CD `- L 00 o N Ln o L LL 7E O U Lu U w Q } W U) � W =1 p U 7 VN � C`') cliU 1 Q \ UOUS TRIM 'CH SOFFIT PANEL nTAKIn1"I^ "SAM ROOF MATCH ACUSTADEK TRACK SHOT FL, S.S.D. J 1 L LJ L_!11 V 1 4 11011=1'01' 5 ISH TO ACUSTADEK TRIM ETCH ACUSTADEK Lyru STANDING SEAM ROOF PANEL CONTINOUS STL FLASHING FOR SOFFIT PANEL FLASHING TO MATCH SCHEDULE 10.1 SMOOTH FINISH STUCCO STUCCO REINFORCING MESH 1/2" RIGID INSULATION TOP CHANNEL SMOOTH FINISH STUCi STUCCO FLASHII BUTLER PERPENDICULAR RO TO WALL CAP DET, BUTLER ROOF PAN SECONDARY STRUCTURAL, S.: ACUSTAD 3 ACU) 311OSTADEK TO BEAM TRANSITION 1 =1 lll6 1 GACUOSTADEK TO D=1111. WALL TRANSITION 17 3 LEORESTORY WALL SECTION 4M �1 PRINTED ON RECYCLED BOND 0EK FRIM L TOP TRACK :TED TO GIRT S.S.D. JALL ;K CONNECTED TO .S.D. O MATCH w w cf) = = O cu - N M CD c -r- ti Q Z O LL- U } W J W Y Of Lu m ti -1-r L9 N CD `- L 00 o N Ln o L LL 7E O U Lu U w Q } W U) � W =1 p U 7 VN � C`') cliU p Q U m r� O Q` r w w z1 H H c/) U p J U o ti M Lr) L1J ry U Lu F- U ry Q LJJ Lu 3 0 U O F- O U SCALE PLOT DATE 11/15/10 A5.2 Cn Dry t <[/o U 7 VN � C`') cliU W Q U m r� SCALE PLOT DATE 11/15/10 A5.2 Cn Dry U LL, >_ W Q U M W � _ 1- Q` r w w z1 �I H c/) U p J U o ti M Lr) SCALE PLOT DATE 11/15/10 A5.2 i ti Q otf U w J w w ti t - N Ln Lr� co o C"' Ln L u- O � w H Q i w ui w Q U m w J p cC U_ M W L � H Q ` r � I O U) l g lew m D PLYWOOD TO CONTINUE TO ROOF U F - L) LL MTL PIPE 0 O LLI I I / I K \ CONTINUOUS 1/2" CONTINUOUS 1/2" / I \ PLYWOOD SHEATHING I ! PLYWOOD SHEATHING I STANDING SEAM ROOF \ \ BUILDING WRAP TO RUN II , OUTSIDE OF FLASHING / BUILDING WRAP TO RUN OUTSIDE OF FLASHING ', u ! CONTINUOUS STL ANGLE SUPPORT FOR SOFFIJ I M 1X WOOD BATTEN Z M Z / I 1"X WOOD SIDING II II MTL SOFFIT PAN L I "_- = - SEAL ROOF PENETRATIONS WITH FOAM INSULATION TO REDUCE CONDENSATION LSI SIDING ,I T ABV F.F. I - -------'� I FLASHING TO MATCH I SCHEDULE A10.1 >< I STL STUD I FLASHING TO MATCH SCHEDULE A10.1 ---------- --------FLASHING I STL STUD VAPOR BARRIER \ / SMOOTH FINISH I - J 1 3 COAT STUCCO I I ACUSTADECK \\ / 1/2" RIGID INSULATION SIDING / BUILDING WRAP TO - 1 1 FLASHING TO MATCH / RUN BEHIND FLASHING BUILDING WRAP TO 1 SCHEDULE \ / AND 6" PAST FLASHING RUN BEHIND FLASHING 1 1 MTL SIDING TO MATCH AND 6" PAST FLASHING ' � \ SCHEDULE 1 OFFIT DETAIL SS=1'0" EXTERIOR WOOD TO STUCCO TRANSITION HORIZONTAL EXPANSION JOINT DETAIL ROOF PENETRATION DETAIL 2 611=11011 v 3 3„=1�0�� 4 3,�=1,01 1 A5.2 TYP. A5.2 TYP. A5.2 TYP. EAVE STRUT EAVE STRUT I!' EAVE STRUT CONTINUOUS MTL — ANGLE S.S.D. 9 ,' -�� NT CO INUOUS MTL / ANGLE S.S.D. , \ -� � \, CONTINUOUS MTL ANGLE S.S.D. SOFFIT MTL PANEL � � � � A5.3 TYP. \ ACUSTADEK �. — \ ACUSTADEK \ ACUSTADEK i FLASHING TO MATC FLASHING TO y FLASHING TO ACUSTADEK MATCH >1 MATCH FLASHING TO MATCH FLASHING TO MATCH ACUSTADEK FLASHING TO MATCH ACUSTADEK SCHEDULE A10.1 'J' TRIM SCHEDULE A10.1 SCHEDULE A10.1 'J' TRIM 'J' TRIM y - — SMOOTH FINISH > 1"X SHIPLAP WOOD SIDING MTL SIDING 3 COAT STUCCO 1"XW DB EN 00 ATT BUILDING RAP U LDING W 1/2" RIGID INSULATION I BU LDING WRAP 1/2" PLY BUILDING WRAP y 1/2" PLY BOTTOM STL FLANGE 1/2" PLY > BOTTOM STL FLANGE BOTTOM STL FLANGE > I > INTERIOR CURTAIN WALL DETAIL C5) 3 10 D. WALL D. WALL D. WALL Z6" BASEBOARD,SEE SCHEDULE10.1 Z6" BASEBOARD,SEE SCHEDULE10.1 }' Z6" BASEBOARD,SEE SCHEDULE10.1 T STL STL >1 STL PLYWOOD 1/4" CLR OF CONCRETE STUD TYP. STUD TYP. PLYWOOD 1/4" CLR OF CONCRETE PLYWOOD 1/4" CLR OF CONCRETE STUD TYP. Il FLASHING TO MATCH \ FLASHING TO MATCH FLASHING TO MATCH y SCHEDULE A10.1 \ SCHEDULE A10.1 SCHEDULE A10.1 j oj LA SLOPE :- SLOPE SLOPE 4 a \ /4 4 4 4 a G p 4 < �; 4 Q 4 4 4 � 7 a a 4`, a D 4 Q 4 a Q Q G Q 4 Q 4 a Q 4 a Q 4 10 A5.3 VERTICAL SECTION OF WOOD EXTERIOR VERTICAL SECTION OF MTL SIDING VERTICAL SECTION OF STUCCO EXTERIOR - 6 3"=1'0" 7 3"=1'0" \ 3-5/8" STL STUD WALL � � I I � � � I 1 I ( � ' 5/8" THICK WOOD TRIM \ / SEE INT. ELEV 7 WALL DETAIL OPEN DOORWAY TRASITION FROM ADMINISTRATIVE CORE - - 10 '0" 11 3,1=110„ 12 3"=1101v �"� PRINTED ON RECYCLED BOND wo w co c co ti Q otf U w J w w ti t - N Ln Lr� co o C"' Ln L u- O � w H Q i w ui w Q U m w J p cC U_ M W L � H Q ` r w w ~ ~ O U) l g lew m D U) U F - Lu �n lz:r rn Ln ♦ ^ V O Q U f - w J W cC U_ M W L � H Q ` r w w ~ ~ J G ¢ LL U) l g lew m D U) U L) LL 0 ~ M Ln Lu z O F- f - U �W VJ J W w Cn w _I a > ~ ~ J G ¢ LL H w Lu l g lew m D U) 0 O LLI I I K SCALE - PLOT DATE 11/15/10 SHEET A503 z O f - U �W VJ J W w Cn w _I a > ~ ~ J G ¢ LL H w Lu l g lew m D U) SCALE - PLOT DATE 11/15/10 SHEET A503 Qa PRINTED ON RECYCLED BOND F W = O Lu SLOPE VARIES ti 00 o 00 L LL O w � w � C) Q } W 07 W -� SLOPE 0o SEALANTUSE FIRE CAULK SLOPE , PURLIN p SLOPE _ U M W LL 0 0 ` r VARIES Z VARIES CHANNEL PURLIN W Co a ~ VARIES U F - QU LjL o ti M Ln D. WALL TO RUN TO ROOF PANEL BRACE SECONDARY STRUCTURE WHERE OCCURS, S.S.D SECONDARY STRUCTURE BATT INSULATION WHERE OCCURS, S.S.D BATT INSULATION CEILING CEILING CEILING CEILING I ACUSTADEKI I I I i V I I I i I i ACUSTADEK SEAL PENETRATIONS AT 'J' TRIM CHANNEL PURLIN BRACE WITH 3- 5/8" TOP CHANNEL 'J' TRIM FIRE CAULK ACUSTADEK SECONDARY STRUCTURE ACUSTADEK 8" TOP CHANNEL CONTINUOUS TRIM TO MATCH CONTINUOUS TRIM TO 'J' TRIM EXPANDING FOAM TO BE SPRAYED INTO NF -24 J' TRIM ACUSTADEK MATCH ACUSTADEK 'J' TRIM TOP CHANNEL 'J' TRIM %� 4"CLR CORRUGATIONS AT EXPANDING FOAM TO BE TOP CHANNEL CONNECTED BATT INSULATION EXPANDING FOAM TO BE SPRAYED INTO NF INTERIOR PARTITIONS STEEL STUDS @ 16"O.C. SPRAYED INTO NF -24 TO CHANNEL PURLIN BRACE -24 CORRUGATIONS AT STEEL STUDS / � CORRUGATIONS AT _ - STEEL STUDS @ 16"O.C. STEEL STUDS @ 16"O.C. INTERIOR PARTITIONS INTERIOR PARTITIONS 3-1/2" GLASS FIBER FRICTION FIT INTO STUD SPACE STL STUDS ALT @ 16" O.C. 5/8" D. WALL BOTH SIDES 5/8" D. WALL BOTH SIDES 5/8" D. WALL BOTH SIDES 5/8" D. WALL BOTH SIDES BASE CHANNEL BASE CHANNEL BASE CHANNEL BASE CHANNEL CONCRETE FLOOR WP1350 GA FILE #1072 � ; ONE LAYER 5/8" TYPE X In � a GYPSUM WALLBPOARD a ° ° ° ° ° a ° a APPLIED AT RIGHT z a ° a ° a ° a ANGLES TO EACH SIDE ° a a ° ° ° ° 4] a OF 3-5/8" STEEL STUDS ° a a ° a a 16"O.C. WITH 1" TYPE S °< ° 4 ° Q ° SCREWS AT 8" O.C. AT ° ° 4 x a ° VERTICAL JOINTS AND ° a 12" O.C. AT FLOOR AND����XX�\ CEILING RUNNERS AND BASE BASE INTERMEDIATE STUDS. BASE BASE JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. TYP. 12" PLUMBING WALL 1 TYP. 8" PLUMBING WALL 2 TYP. 60 MIN. FIRE RATED WALL TYP. NON -RATED INT. PARTITION WALL N.T.S. N.T.S. 3 N.T.S. 4 N.T.S. ALTERNATING STL STUDS ALTERNATING STL STUDS @ 16"O.C.4"CLR @ 16"O.C. STL STUDS @ 16"O.C. STL STUDS @ 16"O.C. BATT INSULATION BATT INSULATION BATT INSULATION BATT INSULATION ✓� 5/8" D.WALL AT BOTH SIDES !� �i 5/8" D.WALL AT BOTH SIDES 5/8" D.WALL AT BOTH SIDES 5/8" D.WALL AT BOTH SIDES ELECTRICAL BOXES OR OTHER ELECTRICAL BOXES OR OTHER ELECTRICAL BOXES OR OTHER ELECTRICAL BOXES OR OTHER PENETRATION, WHERE PENETRATION, WHERE PENETRATION, WHERE PENETRATION, WHERE OCCURS. SEAL ALL WITH FIRE OCCURS. SEAL ALL WITH FIRE OCCURS. SEAL ALL WITH FIRE OCCURS. SEAL ALL WITH FIRE CAULK. FOAM GASKETS AT 01 CAULK. FOAM GASKETS AT CAULK. FOAM GASKETS AT CAULK. FOAM GASKETS AT COVER PLATES, ETC. COVER PLATES, ETC. COVER PLATES, ETC. COVER PLATES, ETC. TYP. 12" PLUMBING WALL PLAN VIEW P. 8" PLUMBING WALL PLAN VIEW YP. 60 MIN. FIRE RATED WALL PLAN VIEW TYP. NON -RATED INT. PARTITION WALL PLAN VIEW 5 3„_1,0„ 6 7 1011 4'=j 8 3..=1�0„ Qa PRINTED ON RECYCLED BOND F W = O Lu ti rn Z WO U } w J w � w ti 00 o 00 L LL O w � w � C) Q } W 07 W -� c� 0o ry w J p Q U M W LL 0 0 ` r w w Z 0 U) U) W Co a ~ � U F - 0 vJ -'Z3- ~ v O c� ry w J W Q U M W LL � 0 ` r w w Z w U) U) W Co a ~ � U _� QU LjL o ti M Ln 0 z O U w z _O ~ w J W Co a ~ � �f J a � H _� �°- SCALE PL0TDATE 11/15/10 SHEET A504 H w w -- - - -- ~ I I W N M I I J MOULDING AT POST I I I I I I I I --- I II � I II II I, -- - - T1 I _— Ok I I -------------- it --------------------------J I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I F.O.S. ABV. F.O.S. @ 5' F.O.S. ABV. F.O.S. @ F.F. F.O.S. @ 5' F.O.S. @ F.F. F.O.S. @ F.F. F.O.S. @ 5' c, W F.O.S. ABV. _ 1 TYP. EXPOSD COLUMN EXT. WALL 2 TYP. CONCEALED COLUMN EXT WALL TYP. COLUMN AT EXTERIOR CORNER 3 -1 0 -311=1 0 C3) 311=11011 c o r o O N oLl N w CE O o P O LL GQ 75 w U W J W Y W 00 Lu X W C) W � � W p o ti M p O Lu 1i U LuF- C) Q LU Lu O F- m J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 7 V m U , N W �U w Y I�`-------------------------------------� --------- y---------------------�-----------------------------�--- n16 U) J U _ H J r w w pp J �- GQ 75 U J Lu / ry o ti M Q J U _ H J r w w pp J �- U J U LL o ti M LID J C J �J SCALE PLOTDATE 11/15/10 SHEET 6 3"=1'0" 7 3"=1'0" 8 SECTION OF EXT WALL AT ENTRY TO BREAK ROOM 311=1 1011 t,,o PRINTED ON RECYCLED BOND 1 SECTION OF EXT. WALL (aD FRAMING 3"=1'0" ADMINISTRATIVE CORE (D- 2 2 � SECTION OF EXT WALL AT STRUCTURE 5/8" WOOD TRIM PROUD OF D.WALL IN ADMIN. CORE ADMIN CC 5/8" WOOD TRIM FLUSH TO HALLWAY DOORWAY ABOVE - TRIM ON HEADER AY I U FKIVAUY KUUMS JAMB TRIM FLUSH TO' TRIM AND D.WAL� 3 1 SECTION OF INT. WALL (c) OPEN DOORWAY TRANSITION 311=11011 5 FRAMING AT MAIN ENTRY 3"=1'0" 2 A4.1 VE ST; NGS TO BE SUBMITTED BY CONTRACTOR TO OR APPROVAL PRIOR TO COMMENCEMENT ION OR INSTALLATION 7 1 CORNER (cD- SOUTH WING ENTRANCE VESTIBULE 311=11011 Qi PRINTED ON RECYCLED BOND 13 ,BY ATYPICAL OFFSET OF STOREFRONT STEEL WITH FRAMING ABOVE EEEL - - - - - - --- -- - -- r- - - - - - - - - - - - - - - - - - - - - - ------- --- -- -�I DRYWALL ABOVE EDGE OF BEAM ABOVE w w 11_ H =O w o NJ- e L ti ti Lo NMM Lo o oo o T 00 Lo o Lu F- w c M T U } W J W Y W m f W J U } w U) cr- W Q U M W � _ � Q` r w w z O F- U) � U U F— U L o ti M Ln W ry H U LjjU ry Q L.LI ry Lu 0 U Lu OH F— U Q W Q 0 z 0 w i i i i SCALE f n �•/ J � I'- rn Ln rn n v :5Q U fy f W J W Q U M W � _ � Q` r w w z 1 �1 F- U) � U U J U L o ti M Ln W Q 0 z 0 w i i i i SCALE J Q W w Z w 0 a w w < F > J H � F , r QLu CLLI L 2 U � U SCALE PL0TDATE 11/15/10 SHEET A602 1 SECTION OF INT. WALL (c� 1ST FLOOR FRAMING F3 =_vo" ADMINISTRATIVE CORE 5 � SECTION OF INT. WALL @ FRAMING 3 �=v 0 FRAMING A OF[ DOM J' TRIM TYP. FLUSH TO WOOD CEILING OVERHEAD 6'0" CLR 2 � BOARD ROOM DOORS AT HALLWAY 3 —1 0 15,E 8 ADMINISTRATIVE CORE HINGES 6 � SECTION OF FRAMING AT INT WALL LOBE 14 9 1 SECTION OF INT WALL AT STRUCTURE ' SECTION OF FRAMING AT INT WALL 3"=1,0" (10 AIN FIRE -ED WALL 1 -PURPOSE ROOM 33"=1 q ADMINISTRATIVE CORE n lA/AI I nIRGrTI V 7 1 SECTION OF FRAMING AT INT WALL J311=11011 I1P11 CV VVMLL MULTI-PURPOSE ROOM 'J' TRIM TYP. BEAM ABOVE - WALL CENTERED ON CENTER LINE 11 1 SECTION OF INT WALL (a FRAMING / 3"=1'0" BEAM ABOVE 3 4 SECTION OF EXT WALL AT FRAMING 22 3 —1 0 8 SECTION OF EXT WALL AT FRAMING ) 311=11011 12 TYP. FRAMING OF CONCEALED COLUMN IN WALL 3"=1'0" PRINTED ON RECYCLED BOND DN W ry U Lu U Q W U) ry W U W O U ir a o �r Lr) rn :> LU ti o W Q U It � O Q` rn Lo �t U 75 U J H � U °O 00 u.l (1J Z ^ `o o o U O U U- �- W ~ J N U U U M � Q W J w W Y Of [if � W � OD p p O F- W ry U Lu U Q W U) ry W U W O U ir a V J Jrn c/) �r Lr) rn :> Q U fy w J W Q U M W � _ � t` Q` r w w = 75 U J � U o ti M Lo V J J Q W w z W c/) a W H Q r H J = SCALE PL0TDATE 11/15/10 SHEET A603 Z) PRINTED ON RECYCLED BOND �w --- 2 O w Z 0 LL 3/4" WOOD SHIPLAP SIDING o N U-):::) o Q-) %.. O cr iF- U w F- N U >: w J w cr- w u- 7/8" 3 COAT � I W 3/4" WOOD BATTENS Q ` r 1 1/2" WIDE MTL PANEL 0 p U)U SMOOTH FINISH STUCCO w O Z U Li F- / o M L) z _j< a 1/2" RIGID INSULATION n L.i� �° 0- 0 BLDG WRAP �� BLDG WRAP BLDG WRAP I 1/2" PLY 1/2" PLY w i 1/2" PLY — — — — — — — — — — — — — — — — — — — — — —:— — — — — —6 — �i�i�/�/\%�/�/�/�/\i`i I I UNFACED BATT INSULATION UNFACED BATT INSULATION UNFACED BATT INSULATION INTERIOR FINISH INTERIOR FINISH1 INTERIOR FINISH I ------------------------ ------------------------------------------- ------------ ----� --------------------------------------------- 1/2" WIDE MTL PANEL TYP. DETAIL AT WOOD SIDING TYP. DETAIL AT METAL SIDING TYP. DETAIL AT STUCCO SIDING 4 WOOD TO STL SIDING TRANSITION IN PLAN 1 3"=1.0.. 2 3"=1.0.. 3 3"=1.0,. 6..=1.0.. PANEL TO MATCH FLASHING WEBBING OF STL BEAM CONTINOUS FLASHING FLASHING TO MATCH SCHEDULE A10.1 RIVET EXT. 6 AT TOP OF WALL ` STUCCO, WOOD, A6.4 MTL SIDING -------- --------- - --------- --------- ----------------I------- _---------------- c -j --A-\A ------ ----------------- — ------- ----- T-I -- � ( I TO MATCH CONTINUOUS TRIM SCHEDULE A10.1 CONTINOUS FLASHING �` ,� -------------------------------------------- ---------------------- ------------------------------------- -------------------------------------- -------- -------INT. AT BOTTOM OF WALL ` INT. FLASHING AT BEAM - HORIZ. SECTION FLASHING WHERE BEAM INTERSECTS EXTERIOR WALL - HORIZ. SECTION TRANSITION AT BASE AND TOP T 8 SECTION OF STUCCO TO STL SIDING TRANSITION IN PLAN 6 R11011STOM 8 =1 v0ll 6"=1,0„ 7 3"=1'0" --- 2 rf TYP MTL FLASHING FOR STUCCO, WOOD, MTL SIDING I i CONTINUOUS TRIM CUSTOM MTL PANEL �° TO MATCH SCHEDULE A10.1 I ? WOOD TO MTL TRANSITION AT INSIDE CORNER STUCCO TO WOOD TRANSITION AT INSIDE CORNER 11 BEAM AT TOP OF EXTERIOR WALL 12 SECTION OF STUCCO TO WOOD TRANSITION IN PLAN 9 311=11011 1 0 311=11011 311=11011 611=11011 1/4" ROUNDOVER 1 1/2" 11/2" I -- -- I U ISI U I, I _ I IL I I I LL WOOD SIDING AT OUTSIDE CORNER TYP. MTL SIDING AT OUTSIDE CORNER TYP. STUCCO SIDING AT OUTSIDE CORNER 12 SECTION OF VERTICAL CONTROL JOINT IN PLAN D13 4'=11011YP. 14 3"=1,0" 15 311=11011 611=11011 Z) PRINTED ON RECYCLED BOND �w --- 2 O w Z 0 LL ti N LO o L o N U-):::) o Q-) %.. O cr iF- U w F- N U >: w J w cr- w u- ui w ui -w, � m W p Q ` r w w 0 p U)U w O Z U Li F- / o M L) i Z z Lu U w 2 U ry Q W C/) ry W M � QU w O U a w n VJ ,t- rn Ln rn `.J ( � a U ry w J LLJ � W � F— Q ` r w w 0 U)U w W Z U Li F- / o M L) w J F- � a L.L. 0 w W Z w "' a > Li F- / G z _j< a Lu W Lu n L.i� �° 0- 0 � w i J J QC/) � L.L. OW w W Z w "' a > Li F- / G ` ~ X ' X _j< a Lu W Lu n L.i� �° 0- x U � SCALE - PLOT DATE 11/15/10 SHEET A614 i\VVI- 1\IV VLLIIVL I CLERESTORY WALL DETAILS TI= V X11 10 A9.3 ROOF RIDGELINE Co PRINTED ON RECYCLED BOND � I-- LU cQ (D w z of r~- N o o N IC) o O cr- ::D U w ~ U U > LU J LU w LL C) Q } w U) w Q m WM Cr) p Q > W w z p cf) �1 7 U O J U F- LLJ U H Z N O w ry I— U w U ry Q LU U) ry w D U W 0 H 2 I- U Q c/) VJ ~ rn Ln rn (^ v 75 U r w J W Q U_ WM Cr) H Q > W w z -J cf) �1 7 U N J U F- LLJ U C=) r - M 1.0 c/) J ry Qp a Cr) C) W 0 !!w^^ W vi % W L H W N J � � F- LLJ U m a- Z N O N W 1 I 1 1 c/) J ry Qp W Cr) C) W Z !!w^^ W vi % W L H W J � � F- LLJ U m a- xD N N SCALE PL0TDATE 11/15/10 SHEET A605 (f A I I I I I I I I I I I �22 A FOR THE FIRST 4' OF WALL THROUGHOUT PUBLIC AREAS r's ��I NJ►*111►1N71IFkf�v1 • SCALE: 1/8"=1'0" le 1:1 FOR THE FIRST 4' OF WALL, TYPICAL THROUGHOUT PUBLIC AREAS TO f' lA//l/lPl lAlAI I A � I I VV" IIYII lIV I l\LVIV 1 / 141 VI\ I YYlI " FOR THE FIRST 4' OF WALL, �' TYPICAL THROUGHOUT PUBLIC AREAS 11 B ( I 02 I I I I I I I I I 1 22 Mimi= mo! im Mimi= wim"llm m I I= C u ) BE 'SIBLE ALL ( 09) 10 13 D F -o fl - UJ g O ' c? rn ao U Q C4 U uj = Z 0c)p o U LU- Lo " N M `— Lu _ C) U W -i W W Y cf) � W m W p r p O z F- uj F_ I— w W U x Z F— In U C:) ti M Lij SCALE 1/8"_11019 0) U Q W U) w w 0 r Q U w Or x U a o o L5 N r Z o 0 � 5 a w f n V ♦ � Lo Lo V 2i Q U 0:0.0J W W Q U M W L'L F- Q` r W W z /� F- F_ I— w W U x Z U In C:) ti M w U) Z �o O� Q T f\ 0 wa W w W F F- ~ /� In F_ I— w W W x Z CLw m � In O SCALE 1/8"_11019 0) w PLOT DATE 11/15/10 SHEET A701 U) Z �o O� T f\ wa W w W F F- ~ /� r F- J` F_ I— w W W x CLw m � In SCALE 1/8"_11019 PLOT DATE 11/15/10 SHEET A701 POTENTI DOOF ORTAL FRAME (KEEP CLEAR Of AND r, 0 0 O MULTI-PURPO SCALE: 1/8"=1'0" STLSTRUCTURE T& G WOOD WALL OPEN TO ADMINISTRATIVE CORE 0 STRUCTURAL PENETRATIONS r� nr.� nr�ir nn Anini r�r�r 1'IATIA I/'� -IMI-1I-IVI- N1 ✓1\1VV- FOR THE FIRST 4' OF WALL TYPICAL THROUGHOUT PUBLIC AREAS GRILL; S.M.D. EMPLOYEE KITCHEN RTAL FRAME GLAZED WALL PORTALFRAME / \ o Q p w J Q ti L Lo CD U H = U U w J w J w Y Lu / `L Lu w U) LuLu w W J f m i n 14 �' A9.3 W w zJU)~ N L L J 20 17 O C USE IMPACT RESISTANT DRYWALL USE IMPACT RESISTANT DRYWALL x C 0 -STL STRUCTURE T& G WOOD WALL OPEN TO ADMINISTRATIVE CORE #Q PRINTED ON RECYCLED BOND w w U) o~o r- CV M o Q p w J Q ti L Lo CD U H = U U w J w J w Y Lu Q `L Lu w U) LuLu w W J f m > � J p ` /} W w zJU)~ p �1 �J O J U I - �W LL U w U Q �W VNJ ry w F 0 U W 0 H S U K Q ^' r n v ♦ 'tet � rn v 0 U Q w J W Q W. v w W J f Lu > � J Q ` /} W w zJU)~ W S U) �1 �J U � � J U o ti M lf) ^' 0 0 Q /w/'� \ / W. v w W J f Lu > � J w W z N w Lu W S U) m 7 U) SCALE 1/8"=110" PLOT DATE 11/15/10 SHEET A752 A L � RGE�114-=TO- MIN SCALE: 2 v C nHi�i�.f SCALE: 1/4"=1 SCALE: 1/4"=1'0" o Q Z O LL I N M I �I1 I �I1 1 � I 0jr Of ' II U Q Mz M I, > ~ J Q W , ■ , II W S W U) � W 3 p m EL Z) \ 30" El z 1 O iMIN o ti M LCi o_ B 19 UNDERMOUNT SINK 24 MICROWAVE 10 33 COFFEE MAKER 26 MINI FRIDGE 2 v C nHi�i�.f SCALE: 1/4"=1 SCALE: 1/4"=1'0" o Q Z O LL r� N � O LoH I N M I �I1 I �I1 1 � I 0jr Of ' II U Q � III M >- w > ~ J Q W , ■ , II W S W U) � W 3 p m EL Z) \ 1 II El z 1 O PLOT DATE o ti M LCi o_ F7 I w A B C D 2 v C nHi�i�.f SCALE: 1/4"=1 SCALE: 1/4"=1'0" SCALE: 1/4"=1'0" o Q Z O LL r� N � O LoH O U ui p F— U N M I �I1 I �I1 1 � I 0jr Of ' II U Q � III M >- w > ~ J Q W , ■ , II W S W U) � W 3 p m EL Z) \ 1 II El z 1 O PLOT DATE o ti M LCi o_ F7 I SCALE: 1/4"=1'0" B � T ..,,...,TED C A M LJ D.WALL 6" LIGHT STL STUD SCALE: 6"=1'0" H U -1 _ oo o Q Z O LL r� N � O LoH O U ui p F— U N M I �I1 I �I1 1 � I 0jr Of ' II U Q � III M >- w > ~ J Q W , ■ , II W S W U) � W 3 p m EL Z) \ 1 II z 1 B � T ..,,...,TED C A M LJ D.WALL 6" LIGHT STL STUD SCALE: 6"=1'0" H U -1 _ oo o Q Z O LL r� N � O LoH O U ui p F— U N M J 0jr Of LLI >_ U Q U M >- w > ~ J Q W , ■ , J W Y ui W m W S W U) � W 3 p m EL Z) p z U O PLOT DATE o ti M LCi o_ F7 I w U w H U w Of w 0 U w O U Q z�GS�� b�4 4u C\l 4 N U V Op a W r� V ♦ -. L0 rn V I- U 0jr Of LLI >_ W Q U M w > ~ J Q W , ■ , W W W S m EL Z) U z U 1/8"-1'0" PLOT DATE o ti M LCi W O I- Q w a w ~ w > ~ J 0 W , ■ , Q F- w W S m EL Z) z SCALE 1/8"-1'0" PLOT DATE 11/15/10 o_ w w0 O I- / w a w ~ w > ~ J h I- w W , ■ , Q F- w W S m EL Z) SCALE 1/8"-1'0" PLOT DATE 11/15/10 SHEET A7m3 A EXPOSED PORTAL FRAME (: W 1 I I V m r\ r/Ak_ SCALE: 1/4"=1'0" I;1 2 HK C Vrrlu SCALE: 1/4"=1'0" A C3) --SM CALE: 1/4"=1'0" A B COFFEE ROOM (:03 IV EXPOSED PORTAL FRAME 0 IN D j 03 EXPOSED PORTAL FRAME williffine L"J 0 5 IVI1=C 1 IIV K SCALE: 1/4"=1'0" 0 C SCALE: 1/4"=1'0" Co PRINTED ON RECYCLED BOND L�7 EXPOSED PORTAL FRAME EXPOSED STL COLUMN C:) r- rn Q Z 2' OU ti � Lo N o L0 2E O U W ZD F_ w N co — L�n/ � A w J 0 < U M 1..1..1 Lu —I W IY W m � �.= W U) W .--� p r w w Lu � m 0 U)G U) 0 O < 00 F - LL ~ M L0 z O U / ❑ \ Lu I I I 1 K I I I 1 B C D A C3) --SM CALE: 1/4"=1'0" A B COFFEE ROOM (:03 IV EXPOSED PORTAL FRAME 0 IN D j 03 EXPOSED PORTAL FRAME williffine L"J 0 5 IVI1=C 1 IIV K SCALE: 1/4"=1'0" 0 C SCALE: 1/4"=1'0" Co PRINTED ON RECYCLED BOND L�7 EXPOSED PORTAL FRAME EXPOSED STL COLUMN B (:20 D r2 0 F- LL) U F- co C:) r- rn Q Z 2' OU ti � Lo N o L0 2E O U W ZD F_ w N co — L�n/ � A B (:20 D r2 0 F- LL) U F- co C:) r- rn Q Z 2' OU ti � Lo N o L0 2E O U W ZD F_ w N co — L�n/ F - w J 0 < U M 1..1..1 Lu —I W IY W m � �.= W U) W .--� p r w w Lu � m 0 U)G U) 0 O < 00 F - w Lu U Q Lu U) w 0 r QU �O U K Q � v (U N W O U w CL a r m U) Z Ly C/ (D 2E Q U L�n/ LL_ w J W < U M 1..1..1 � � �.= Q` r w w Lu � m U)G U) 0 U < 00 1/4"=110" LL ~ M L0 U) Z Ly w _0 �= _0 n/ L.L Q r \ / w c/)W a w J r � W > F- J a " I ■ co LLl Lu � m m D U) 0 In SCALE 1/4"=110" PLOT DATE 11/15/10 z O U Lu I I I 1 K I I I 1 U) Z Ly _0 �= _0 n/ L.L Q F_ LLI \ / w c/)W a w J r � W > F- J r w " I ■ co LLl Lu � m m D U) In SCALE 1/4"=110" PLOT DATE 11/15/10 SHEET A7 4 ■ 11 SEMIRECESSED HAND DRYER 0 FAN COIL UNIT CUSTOM MIRROR, TBD A x-17 MAX RECESSED LOCKERS A SLOPE MAX A WOMEN'S LO( SCALE: 1/4"=1'0" 8 SCALE: 1/4"=1'0" 17" RAAV C SEMIRECESSED TRASH RECEPTACLE \ GREEN E BOA SEMIRECES TRASH RECE 0 ,�--GREEN E BOARD CUSTOM MIRROR, TBD SEMI RECESSED TRASH RECEPTACLE 1 R CUSTOM MIRROR, TBD v SEMIRECESSED TRASH RECEPTACLE Vj-1 1 L LJ -\V VI\ 1 ILL BACKER GREEN E BOARD El I SCALE: 1/4"=1'0" GREEN E BOARD OR TILE BACKER ,i J h[ 1�RA RAm- - TILE TBD in C TILT UP BENCH @ 18" MAX FROSTED WINDOW 4" T&G WALL TILE TBD IU CUSTOM MIRROR, TBD SEMIRECESSED TRASH RECEPTACLE C 1'X1'X1' LOCKERS TILE TBD 1'X1'X1' LOCKERS Qi PRINTED ON RECYCLED BOND 9' 7' 7' 9' n STAINLESS STEEL 'L' ANGLE AT TOP OF TILE WALL SPECIAL BULLNOSE COVE TILE i' SLOPE as . WALL TILE DETAIL d, d SCALE: 1/4"=1'0" FRP TO 6' 1 -(FIBER REINFORCED PLASTIC) SCALE: 1/4"=1'0" E E Lu W U) _o 0�0 O ti Q O LL TILT UP BENCH O U Lu N M Q ry @ 18" MAX U U W U M W w W Y W m _ � t- d- U w w A SLOPE MAX A WOMEN'S LO( SCALE: 1/4"=1'0" 8 SCALE: 1/4"=1'0" 17" RAAV C SEMIRECESSED TRASH RECEPTACLE \ GREEN E BOA SEMIRECES TRASH RECE 0 ,�--GREEN E BOARD CUSTOM MIRROR, TBD SEMI RECESSED TRASH RECEPTACLE 1 R CUSTOM MIRROR, TBD v SEMIRECESSED TRASH RECEPTACLE Vj-1 1 L LJ -\V VI\ 1 ILL BACKER GREEN E BOARD El I SCALE: 1/4"=1'0" GREEN E BOARD OR TILE BACKER ,i J h[ 1�RA RAm- - TILE TBD in C TILT UP BENCH @ 18" MAX FROSTED WINDOW 4" T&G WALL TILE TBD IU CUSTOM MIRROR, TBD SEMIRECESSED TRASH RECEPTACLE C 1'X1'X1' LOCKERS TILE TBD 1'X1'X1' LOCKERS Qi PRINTED ON RECYCLED BOND 9' 7' 7' 9' n STAINLESS STEEL 'L' ANGLE AT TOP OF TILE WALL SPECIAL BULLNOSE COVE TILE i' SLOPE as . WALL TILE DETAIL d, d SCALE: 1/4"=1'0" FRP TO 6' 1 -(FIBER REINFORCED PLASTIC) SCALE: 1/4"=1'0" E E Lu W U) _o 0�0 O ti Q O LL v Nn — � O U Lu N M Q ry = U U W U M W w W Y W m _ � t- >- J W co � W p U w w ry M Q O Lu U F -- LLti M Ln W M Lu � vn J ry v U ry U W W U M W L -L _ � t- Q` U w w ry -J Q U Lu U LLti M Ln W M r QU W 0 H 2 U a C' vV a In SCALE 1/4"=11011 PLOT DATE 11/15/10 A7.5 � vn J �r L0 rn Lr) rn v U ry LLJ >_ W Q U M W L -L _ � t- Q` r w w z -J U U LLti M Ln SCALE 1/4"=11011 PLOT DATE 11/15/10 A7.5 z _O Q Lu \ W VJ W' J < coo W0- co m SCALE 1/4"=11011 PLOT DATE 11/15/10 A7.5 0 V, SCALE: 1/8"=1'0" 2 1 C IV IVIIVII SCALE: 1/8"=1'0" A REFRIGERATORS SCALE: 1/4"=1'0" 10, SCALE: 1/4"=1'0" 32 MICROWAVE STAINLESS STEEL SHELVES TAINLESS STEEL CABINETS ,ND COUNTER TOP B (:14 I rvmr�%c r—n f' f"Nl 1 mnni C Ln ■ [V L Ivi- 111- SCALE: 11- C 2'-8" 2'-8" 2'-8" 4'-10" SOFFIT ABOVE DOORWAY x C I uuu CN EXPOSED COLU MAPLE CABINETS (3) RESIDENTIAL RANGE HOODS 30 STL CABINETS W MAPLE BUTCHER BLOCK COUNTER TOP 3 RESIDENTIAL STOVES (1) GAS (1) ELECTRIC COIL (1) GLASS TOP ,-SOFFIT ABOVE SINKS EMBEDDED COLUMN /- MAPLE CABINETS ti o � rn Q ofo OiU LL_ J Q ~ � co L Ov Lu H li � = 5 U ry U w- J w -i Lu Y W LL >- w U) D_' Lu -� Q o DE p / ID J F p U of r � z J Lu- O wm m rn o M Ln F— D SHELVES AND POTENTIAL FUTURE DOOR LOCATION (KEEP CLEAR OF ELECTRIC AND PLUMBING) STL CABINETS W/ STONE COUNTER TOP 16 is PRINTED ON RECYCLED BOND Lu w co _ 000 N M o � rn Q ofo OiU LL_ J Q ~ � co L Ov Lu H li � = 5 U ry U w- J w -i Lu Y W LL >- w U) D_' Lu -� Q CD F— w w o' p / } �-- J F p U of r � z J Lu- O wm m rn o M Ln F— LLJ F— U w U Q Lu U) ry Lu 0 U LLI _O 2 H U Q Q U) % �y c N - � v M U LLJ F- 0 cn z O > aw af U) ":I- (7) rn Ln rn v 5 U ry ry Q w- J W M W LL U_ of Q ` r F— w w o' w W / } �-- J F Lu U of r � z J Lu- U wm m rn o M Ln F- 0 cn z O > aw af SCALE 1/4"=110" PLOT DATE 11/15/10 SHEET A7.6 z oC 0 O �- n/ Q Lu w W / } �-- J F Lu ~ J a r � z J Lu- ne Ww � wm m rn a- D c/) SCALE 1/4"=110" PLOT DATE 11/15/10 SHEET A7.6 JAMB JAMB JAMB JAMB w Q cn 0 Z O TYP OUTSWING DOOR THROUGH INTERIOR WALL TYP OUTSWING DOOR THROUGH STUCCO WALL CTYP OUTSWING DOOR THROUGH WOOD WALL TYP OUTSWING DOOR THROUGH METAL WALL co 1 311=11011 2 3„_x,0„ 3 3.•=�,0„ 4 3' _ ' WQ J w i SCALE PLOT DATE 11/15/10 SHEET A901 io PRINTED ON RECYCLED BOND 0 �f Q W 0 � w w w O a > F J H O~ ¢ LL LU w LU m SCALE PLOT DATE 11/15/10 SHEET A901 io PRINTED ON RECYCLED BOND 0 �f 1VER�-SCTION THROUGH TYP INT WINDOW 3 —1 0 5 1 VERT, SECTION THROUGH TYP INTERIOR WINDOW 9 �311M�Y- HEAD ECTION THROUGH TYP INT WINDOW X7" 13 HORIZ SECTION THROUGH TYP STOREFRONT WINDOW 3 —1 0 SILL JAMB IN STUCCO 2 VERT. SECTION THROUGH TYP STOREFRONT WINDOW 3"-1'0" STUCCO 6�43 ERT, SECTION THROUGH TYP STOREFRONT WINDOW —1 0 STUCCO 10AVWY SECTION THROUGH TYP STOREFRONT WINDOW V 71, 14 HORIZ SECTION THROUGH TYP STOREFRONT WINDOW 3 —1 0 HEAD SILL JAMB 3 VERTSECTION THRO' 311=11011 7 VERT. SECTION THROU I= L 1 1 � HORIZ SECTION THROUC 15 CORNER (cry VISITOR'S CEI 3"=1'0" 1 VERTICAL SECTION THROUGH NAIL -ON WINDOW 311=11ovi L 5 VERTICAL SECTION THROUGH NAIL -ON WINDOW 'V=l vn HEAD SILL 7,USTADECK WIDE FINISH GRADE WOOD JT TO FIT 8" X 5" FINISH GRADE WOOD =ADER BELOW WINDOWS TO PROVIDE 'ALL'S LATERAL SUPPORT 213-1 VERTICAL SECTION THROUGH OFFICE CLERESTORY WINDOW 3 -1 0 BLOCKING BETWEEN TOP AND BOTTOM 5/8" X 5" FINISH GRADE WOOD FLANGES 5/8" X 5/8" FINISH GRADE WOOD 2X6" STL / r - 1/4" LAMINATE CLEAR GLASS FRAMING BELOW - I AT GRID C!IllI1) I\ F.O.S. BELOW WEBBING OF STEEL JAMB AT OFFICE WALL 6 1 HORIZONTAL SECTION THROUGH OFFICE CLERESTORY WINDOWS q -1 (1 ACUSTADEK KING STUDS AT S.L. TO STEEL BEAM r -En HEADER BELOW WINDOW TO JAMB PROVIDE LATERAL SUPPORT KING STUDS TO ACUSTADEK 9 1 VERTICAL SECTION THROUGH NAIL -ON WINDOW 3 -1 0 131 VERTICAL SECTION THROUGH NAIL -ON WINDOW 3 =1 0 HEAD 10' ll II II � II II� II II II II I �� I II II II II II II II II II I I II II II II II II II II II III II I I II II II II I II II II I II 11 II II I1 II I II II II II II II II I ,I II II II II I II II I II II II II II II I II I II I II II II II II II 11 II II II I II II II II II II II II I� II I II II II II II II II II II I II II II II II II II II I: Ill l , I II II II II II II III II II II II II II III; II II II I II I , it II II II II II I II I , II II II li II II II I II � II II II II II II I: II 1 ,I II II II II II II I:. I II II II II II II II II li II I I II II II it II I I! I 1 I II II II II II II I'. Ill l I II II II II II II I: II I II II II II II II II II II II I II II II II II II II II II I I , II II II II II II II II II II II II II II II II II II I� II I II II II II II II II II II II II II II II II I II I ; 11 II II I! II I I II II II I II II II II II II II II I II II II I� I I II II II II II II II II I�. II I II II II I ;II II II II II II II II I II II II II II II II II II ill II it II I II II II II I it II II Ili II II II II I II II II I II II II II II II II II II 9 1 FRAMING AT OFFICE WALL -INT. ELEVATION 1/4"=1'0" 10' D.WALL 7 MITER TRIM AT ALL WINDOW CORNERS MITER TRIM AT TOP RUN DOORWAY TRIM 3 1 TYP. TRIM AT DOORS AND WINDOWS- INT. ELEVATION A ) SILL FLASHING B ) FLEX WRAP EDGE OF PLY SHEATHING EDGE OF PLY SHEATHING FLEX WRAP IN CORNER ON TOP OF FLASHING USE FLEX WRAP OVER BUILT-UP WOOD CURB : TYVEK P&S FLASHING — EDGE OF PLY SHEATHING PLACE BUILDING WRAP INDOW ROUGH 'ENING LACE TYVEK FLASHING VER IX WOOD BLOCK 0 CREATE WATER DAM 9" ADHERE TO PLY SHEATHING 3" LEAVE UNADHERED WINDOW ROUGH OPENING 1 'W2 WINDOW ROUGH OPENING ,1 111,11! it V I I I iIIi1lIi Ili 11 ! 9" ADHERE _TO PLY SHEATHING I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1I I I I I I I I I I I I I I I I- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 13 AVE I I I V I I I I I I I I I I I I I IUNA'DIFi ED 11111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NAIL FIN WINDOW 1 1 ! 11 1 C IIIIIIIIIili1i1l11 9" ADHERE TO NAIL FIN AND 3" ADHERES TO PLY SHEATHING BUILDING WRAP 7 ADD BUILDING. 3n-1 �On 1 1 1 1 1 WRAP J 111 ! Ililil ! 11 � 111 1i1ii1 I 1 Ililil 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 1 1! 1 1 IIIIIIIIIIIIIII I I I I I I I I 1 1 1 1 1 1 1 L 1111111111111111 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 11111111111111 1111111111111111 I 111111111111 1111111111�1�111111 ADD 1'YIVE II 1?"Iwi )E1jAMB1 EX _E IONS I 11 Ili IIi111 �I IIIIIIIIIIIl11 111 I I , I I I l I� 1111111111 1 1 1 1 1 1 1 1 I I I I I I I I I I I 1 III I 1 1 1 I 1 1 1 1 1 1 1 I � I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 IIIIIIIIIIIII!1I111I111IIIIII!II �� 111111111111!111 I I I I I I I I I I I I I I I I I ''I.•�� �� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11�IIIIIII�III�III�Il11,I1111111111I11 � 11!11111!11,111, I I I I I I I I I I I I I I I I I I I I I I I II I 1 1 1! 1 1 1 1 1 1 1! 1! 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 V I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 JAMB EXTENSIONS D ADD TYVEK 12" P&S I I I I I I I OVER HEAD FLASHING 1 1 11 EAD FLASHING 1111111111111111111 11111!1 11 !111!11111 111 1111111 I 1!11111 111 1111 111111111111111 111111 I 111 I I 1111 I � 1111111111 111111111111 I I I I I I I 111 111 I I I � !11111111111111 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1/441 1 V I EXTEINSI0 11 I I I I I I I I I I I I 111111111 111 � 1111111111111111 I I I I I I I I I I 11 1 1 1 1 1 1 1 1 1 1! 1! 1111 11'!11'11 ]Ff 11'111'11111 V I I I 1 1 1 I I I 1 1 1 1 1 1 1 1 1 I I I'I 1 1 1 I I I ! 1 1 1 1 1! 1 1 1 1 1 1 1! 1 ! 1! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 1111111111111111111111111111111111 !11111111!111!11 1! 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 1! 1 1 1 1 1! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I111! I I 1! 1! 1 I I I I I I I I I I I I I I I I I I I I I I I I I I HEAD FLASHING Ei1 �1'I 1 111 I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I �I I I I I I I I I I I I I I ADD BUDDING I I V V I I I I I I I V I I I I I I I I I I I I VYRA� V I I I I I I I I I I V I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I V I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I V I I I I I I I I I I I I I I I I I V I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i I I I I I I 1 1 1 1 1 1 I I I I I I I I I V I I I I I 1 1 1 I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1111111111111 1111111111111 III 111111111111111 IIIII111111111 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I 1! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 V I I I I I I I I I 1 1 1 1 1 1 I 111111. 1111111 11111111111111 V I I I I I I I I I I I I V I I I I I I I I I I I V I I I ( I I I I I I I I I V I I I I I I I I I I 111 I I I I I I I I I I 11111 111, 11'1!'1 I - 11 1111111111! 11�1111�1 I I 111111 i ��� 111111 11111111 1 1 1 1! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1! 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 111: I I I I I I I F BUILDING WRAP 111' 11 111 11 Q* PRINTED ON RECYCLED BOND H W W = N o rn Z LL U w J w Y Lu In ti Lr) L o --:I- � �- LL_ O v uj Ur- w 0 w cf) w -' 0 Q Lu 0 Q = M W LL� O Q` r w w z1 F-- H U) Q H LL 1 1 � m W x U J U � V LL o ti M Lf) LLJ ry I— LLI U Q W LuU F_- O x U of Q W c/) n ! �r- rn rn �n Q Q Lu Lu Q = M W LL� 0!� H Q` r w w z1 �1 H U) Q H LL 1 1 � m W x U J U � V LL o ti M Lf) W J Q W Q O 0 Q w J LF" ~_ Z F' J H ♦— w Q H LL 1 1 � m W x m LL1 zi U) U 0 U) L U) J Q W O LL1 Q w J LF" ~_ Z F' J H ♦— w Q H LL 1 1 � m W x m LL1 zi U) U SCALE - PL0TDATE 11/15/10 SHEET A904 0 9 DOOR CONFIGURATION SS - SING SIMPLE BP - BIPART DA - DOUBLE ACTING RU - ROLL UP SECTIONAL C -CASEMENT noop Sri4Fnt it F DOOR MATERIAL COUNT FRAME MATERIAL DOOR & FRAME FINISH SW-SOLIDWOOD MTL-METAL ANO -ANODIZED ALUMINUM P - PAINT HW - HOLLOW WOOD IMTL - INSULATED METAL MC - METAL CLAD S - STAIN SM - SOLID MASONITE MC - METAL CLAD WOOD SW- SOLID WOOD F - FACTORY HM - SOLID MASONITE G -TEMPERED GLASS FJ - FINGER JOINT 01 15 3'0" MTL -HOLLOW METAL - m 00 08 09 10 11 TAG AA COUNT WIDTH HEIGTH R.O. WIDTH R.O. HEIGTH CONFIGURATION DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH GLAZED FIRE RATING MANUFACTURE AND NUMBER HEAD DTL. NO. SILL DTL. NO. JAMB DTL. NO. MULLION DTL. NO - ADDITIONAL REMARKS 01 15 3'0" 70" - - SS SW S MTL P N - TBD - - - - INT. SOLID 02 4 60" TO" - - BP IMTL F ANO F Y - TBD - - B2 - EXT. GLAZED 03 1 68" TO" - - BP SW S MTL P Y - TBD 3'6" - - - INTERIOR BOARD ROOM DOOR; USE CLEAR SWING HINGES 04 3 60" TO" - - BP SW S MTL P N 60 MIN TBD - - - - INT. SELF CLOSING 05 2 3'0" TO" - - SS SW S MTL P Y - TBD - - SINGLE N KITCHEN PARTIAL GLAZED 06 2 60" 810" - - BP IMTL P ANO F Y - TBD - - - - INCORPORATED INTO STOREFRONT WINDOWS 07 8 3'0" TO" - - SS IMTL F MTL P Y DOUBLE TBD - - - - EXTERIOR GLAZED 08 1 60" TO" - - BP IMTL S MTL P N - TBD - - - - EXT. MECH ROOM DOOR- CONFIRM DIMENSIONS AT SITE BEFORE ORDERING. 09 2 3'0" TO" - - SS SW S MTL P N 60 MIN TBD - - - - INT, SELF CLOSING 10 15 63" TO" - - SS IMTL F MTL P Y - TBD - - - - OFFICE DOORS 11 8 3'0" TO" - - SS SW F MTL P Y - TBD - - - - INTERIOR GLAZED 12 - - - - - - - - 21' - - - - - - -SINGLE i13I- - CUSTOM WOOD - - - - - - - - - WINDOW TYPE A - AWNING HS - HORIZONTAL SLIDER DH - DOUBLE HUNG SH - SINGLE HUNG C -CASEMENT WINDOW SCHEDULE D F - FIXED FC -FRENCH CASEMENT SKY - SKYLIGHT F] WINDOW MATERIAL MC -METAL CLAD VC - VINYL CLAD W -WOOD AL -ALUMINUM TB THERMALLY BROKEN V - VINYL FB - FIBERGLASS WINDOW FINISH (INTERIOR FACE) P - PAINT S - STAIN F -FACTORY WINDOW NOTES -DOOR & WINDOW CONTRACTORS AND / OR MANUFACTURERS TO SUBMIT DOOR AND WINDOW PACKAGES TO ARCHITECT FOR Q APPROVAL BEFORE COMPLETION OF ORDER AND COMMENCEMENT OF FABRICATION AND / OR INSTALLATION TAG COUNT WIDTH HEIGTH R.O. WIDTH R.O. HEIGTH WINDOW TYPE WINDOW MATERIAL FINISH GLAZING SCREEN MANUFACTURE AND NUMBER HEAD DTL. NO. SILL DTL. NO. JAMB DTL. NO. MULLION DTL. NO. ADDITIONAL REMARKS A 40 3'0" 60" - - FIXED - - DOUBLE N SERIES 3000 ALL-WEATHER - - - - ONE WINDOW TO BE FROSTED GLASS B 5 3'0" 39" 8' - FIXED MTL - SINGLE N CUSTOM WOOD FRAMED - W1 - - INTERIOR WINDOW -LAMINATE GLASS NECESSARY FOR ACOUSTICS 105 MEN'S LOCKER ROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W2/ W3 C2 - 106 2"X4-1/2" F1 B3 W1 W1 W1 D 2 3'0" 3'6" - - AWNING - - SINGLE N CUSTOM WOOD FRAMED - - - - INTERIOR WINDOW- LAMINATE GLASS NECESSARY FOR ACOUSTICS - -- W1 - - - - - - - - - - - - - - F 1 12'0" 8'0" - - FIXED - - SINGLE N CUSTOM WOOD FRAMED - - - - INTERIOR WINDOW- LAMINATE GLASS NECESSARY FOR ACOUSTICS G 2 3'0" S 0" - - FIXEDi - W1 DOUBLE N I SERIES 3000 ALL-WEATHER - - - - @ IT WORKSPACE AND STORAGE TYPICAL 8' HIGH INTERIOR TYPICAL 8' HIGH EXTERIOR GLAZED WALL GLAZED WALL GI A7Fn WAI L S('HFDL)L_F TYPICAL 6 HIGH EXTERIOR GLAZED WALL TYPICAL 4' HIGH GLAZED WALL AT CLERESTORY TYPICAL Z HIGH GLAZED WALL AT CLERESTORY TYPICAL Z HIGH INTERIOR OFFICE CLERESTORY WINDOWS TYPICAL 6' HIGH INTERIOR OFFICE CLERESTORY WINDOWS TAG TOTAL PANE PANE TOTAL R.O. R.O. MATERIAL FINISH GLAZING SCREEN MANUFACTURE HEAD SILL JAMB MULLION ADDITIONAL REMARKS W1 LENGTH WIDTH HEIGTH HEIGHT WIDTH HEIGTH 63 W2/ W4 W2/ W4 W2/ W4 AND NUMBER DTL, NO. DTL. NO. DTL. NO. DTL. NO. F1 - 30' 4' 2' 8' - - MTL - SINGLE - KAWNEER W1 W1 W1 - ALL PANELS FIXED 105 MEN'S LOCKER ROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W2/ W3 C2 - 106 2"X4-1/2" F1 B3 W1 W1 W1 - 124' 4' 2' 8' F1 - MTL - DOUBLE - KAWNEER - - STORAGE AND COPIER ROOM - ALL PANELS FIXED W1 W1 W1 W1 Cl - 109 MEETING ROOM F1 B1 W1 2"X4-1/2" W1 W1 C3 - 110 - 118' 4 2' 6' - W2/ W3 MTL - DOUBLE - KAWNEER - W1 - - ALL PANELS FIXED C3 - - TYP. OFFICE F1 61 W1 W1 W1 W1 C3 2"X4-1/2" 116 PRIVACY ROOMS F1 B1 W1 - 128' 4' 2' 4 - - MTL - DOUBLE - KAWNEER - - - - ALL PANELS FIXED F1 B1 W1 W1 W1 W1 C3 - 119 HUMAN RESOURCES OFFICE F1 2"X4 -1/Z' W1 W1 W1 W1 C1 - 245' 4' 2' 2' - - MTL - DOUBLE - KAWNEER - - - W1 ALL PANELS FIXED W1 W1 Cl - 122 - - - - - - 2"X4-1/2" - - 125 SMALL MEETING ROOM F1 - 161' 4' 2' 2' - - SW - SINGLE B1 CUSTOM WOOD - - - - INTERIOR WINDOW LAMINATE GLASS FRAMED INECESSARY FOR ACOUSTICS - 21' 4 2' 6' - - SW -SINGLE - CUSTOM WOOD - - - - INTERIOR WINDOW- LAMINATE GLASS FRAMED I NECESSARY FOR ACOUSTICS FINISH SCHEDULE FINISH SCHEDULE (CONTINUED) ROOM NAME FLR. BASE WALLS CEIL. REMARKS N E S 1W 101 BOARD ROOM F1 B1 W1 W1 W1 W1 C3 - 102 CUSTODIAL CLOSET F1 63 W2/ W4 W2/ W4 W2/ W4 W2/ W4 C2 - 103 MECHANICAL ROOM F1 83 W1 W1 W1 W1 C1 - 104 SERVER ROOM F1 B3 W1 W1 W1 W1 Cl - 105 MEN'S LOCKER ROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W2/ W3 C2 - 106 IT WORKSPACE AND STORAGE F1 B3 W1 W1 W1 W1 Cl - 107 WOMEN'S LOCKER ROOM F1 B2 W2A W3 W2/ W3 W2/ JW3 W2/ W3 C2 - 108 STORAGE AND COPIER ROOM Fl B1 W1 W1 W1 W1 Cl - 109 MEETING ROOM F1 B1 W1 W1 W1 W1 C3 - 110 BATHROOM F1 B2 W2 /W3 W2/ W3 W2/ W3 W2/ W3 C3 - 111 QUIET ROOM F1 B1 W1 W1 W1 W1 C3 - - TYP. OFFICE F1 61 W1 W1 W1 W1 C3 ROOM NUMBERS 111, 112, 113, 114, 115, 123, 124, 128, 130, 116 PRIVACY ROOMS F1 B1 W1 W1 W1 Wl Cl - 117 FILE STORAGE ROOM F1 B1 W1 W1 W1 W1 C3 - 118 HR SIDE OFFICE F1 B1 W1 W1 W1 W1 C3 - 119 HUMAN RESOURCES OFFICE F1 B1 W1 W1 W1 W1 C1 - 120 CONFERENCE/ TRAINING ROOM F1 B1 W1 W1 W1 W1 C2 - 121 COPIER ROOM F1 B1 W1 W1 W1 W1 Cl - 122 - - - - - - - - - 125 SMALL MEETING ROOM F1 B1 W1 W1 W1 W1 C3 - 126 SMALL CONFERENCE ROOM F1 B1 W1 W1 W1 W1 C3 - FINISH SCHEDULE (CONTINUED) SCAQMD VOC LIMITS (RULE#1168) ARCHITECTURAL APPLICATIONS ROOM NAME FLR. BASE WALLS CEIL. REMARKS N E S W 127 LARGE OFFICE F1 131 W1 W1 W1 W1 C3 - 129 COFFEE ROOM F1 131 W2 W2 W2 W2 Cl - 131 SMALL MEETING ROOM Fl 131 W1 W1 W1 W1 C3 - 132 STORAGE F1 B3 W1 W1 W1 W1 C3 - 133 LARGE CONFERENCE ROOM F1 B1 W1 W1 W1 W1 C3 - 134 RECEPTION F1 B1 W1 W1 W1 W1 C3 - 135 VESTIBULE F1 B1 W1 W1 W1 W1 C3 - 136 LOBBY F1 B1 W1 W1 W1 W1 C3 - 137 MULTI-PURPOSE ROOM F1 B1 Wl W1 W1 W1 C3 - 138 STORE AND VISITOR'S CENTER F1 B1 W1 W1 W1 W1 C3 - 139 WOMEN'S RESTROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W2/ W3 C2 - 140 STORAGE F1 B3 W1 W1 W1 W1 Cl - 141 JANITOR'S CLOSET F1 B3 W21 W4 W2/ W4 1IV2! W4 W2/ W4 C2 - 142 - - - - - - 143 MEN'S RESTROOM F1 B2 W2/ W3 W2/ W3 W2/ W3 W21 W3 C2 - 144 COMMERCIAL KITCHEN F1 B3 W2 W2 W2 W2 C2 - 145 SCULLERY F1 B3 W2 W2 W2 W2 C2 - 146 EMPLOYEE KITCHEN F1 61 W2 W2 W2 W2 C2 - 147 BREAK ROOM F1 B1 W1 W1 W1 W1 Cl - 148 ADMINISTRATIVE CORE F1 B1 W1 W1 W1 W1 C3 SCAQMD VOC LIMITS (RULE#1168) ARCHITECTURAL APPLICATIONS VOC LIMIT g/L LESS WATER SPECIALTY APPLICATIONS VOC LIMIT g/L LESS WATER INDOOR CARPET ADHESIVES 50 PVC WELDING 510 CARPET PAD ADHESIVES 50 CPVC WELDING 490 WOOD FLOORING ADHESIVES 100 ABS WELDING 325 RUBBER FLOORING ADHESIVES 60 PLASTIC CEMENT WELDING 250 SUBFLOOR ADHESIVES 50 ADHESIVE PRIMER FOR PLASTIC 550 CERAMIC TILE ADHESIVES 65 CONTACT ADHESIVE 80 VCT & ASPHALT ADHESIVES 50 SPECIAL PURPOSE CONTACT ADHESIVE 250 DRYWALL & PANEL ADHESIVES 50 STRUCTURAL WOOD MEMBER ADHESIVE 140 CORE BASE ADHESIVES 50 SHEETAPPLIED RUBBER LINING OPERATIONS 850 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 TOP AND TRIM ADHESIVE 250 STRUCTURAL GLAZING ADHESIVES 100 - - M U U SUBSTATE SPECIFIC APPLICATIONS VOC LIMIT g/L LESS WATER SEALANTS VOC LIMIT g/L LESS WATER METAL TO METAL 30 ARCHITECTURAL 250 PLASTIC FOAMS 50 NONMEMBRANE ROOF 300 POROUS MATERIAL EXCEPT WOOD 50 ROADWAY 250 WOOD 30 SINGLE PLY ROOF MEMBRANE 450 FIBERGLASS 80 OTHER 420 FRP -FIBER REINFORCED PLASTIC - CONTACT ADHESIVE 80 - - TBD - - � 0o SEALANT PRIMERS VOC LIMIT g/L LESS WATER ARCHITECTURAL NON POROUS 250 ARCHITECTURAL POROUS 775 OTHER 750 EXTERIOR FINISH NOTES -ALL EXTERIOR TRIM FOR WOOD, MTL AND STUCCO TO BE BRONZE ANODIZED ALUMINUM OR EQUAL MATCHING COLOR. -ALL TRIM AT STRUCTURAL PENETRATIONS OF EXTERIOR SIDING TO MATCH TRIM -SMOOTH BROOM FINISH CONCRETE TO BE USED IN ALL AREA UNLESS SPECIFIED; SEE LANDSCAPE PLANS. -SOLAR WHITE ROOF TO BE USED. S.S.D. -WHERE 'WOOD SIDING, TYP.- IS NOTATED IN ELEVATIONS, USE 1" X 6" WOOD, PREFERABLY REDWOOD, FINISHED TO EXTERIOR STANDARD. -WHERE "METAL SIDING, TYP." IS NOTATED IN ELEVATIONS,USE MBCI'S 20 GA. 120 FW PANEL. (MODEL FW -120-0) FINISH METAL PANEL TO MATCH BRONZE ANODIZED ALUMINUM STOREFRONT WINDOWS AND TRIM- -WHERE "STUCCO SIDING, TYP.- IS NOTATED IN ELEVATIONS ,USE A 3 -COAT PORTLAND CEMENT PLASTER WITH A SMOOTH SAND FINISH. EXTERIOR STUCCO PAINT TO BE A HIGH QUALITY ELASTOMERIC PAINT -EXPOSED STRUCTURAL STEEL ON THE EXTERIOR SHALL BE PRIMED AND PAINTED. BUTLER'S SANTE FE RED HAS BEEN CHOSEN AS THE COLOR. -NON-EMBOSSED, MODULEZE II PANEL TO BE USED IN ALL SOFFIT AREAS. SOFFIT TO BE FACTORY FINISHED WHITE. S.S.D. INSULATION NOTES -MIN. R-19 INSULATION TO BE USED IN ALL EXTERIOR WALL -MIN. R-30 INSULATION TO BE USED IN ALL ROOF AREAS. -BUTLER THERMAL SPACER BLOCKS TO BE USED BETWEEN PURLINS AND ROOFING SYSTEM. INTFRInP MATFRIAI -c r.wFnI II F GREENSEAL VOC LIMITS AEROSOL ADHESIVES VOC WEIGHT (G/L MINUS WATER) GENERAL PURPOSE MIST SPRAY 65% VOCs BY WEIGHT GENERAL PURPOSE WEB SPRAY 55% VOCs BY WEIGHT SPECIAL PURPOSE AEROSOL ADHESIVES ALL TYPES 70% VOCs BY WEIGHT PAINTS VOC LIMIT(G/L) (REGULATION IN PARENTHESIS) MEET CARPET & RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM FLATS 50 (GS -1 1 VOC LIMIT OF 50 g/L NON -FLATS 150 (GS -1 1 - ANTI CORROSIVE / ANTI -RUST 250 GS -03 0 CLEAR WOOD FINISHES 50 SCAQMD Z FLOOR COATINGS 150 SCAQMD ujrn SEALERS 250 (WATER PROFFI NG); SCAQMD 275 (SANDING); 200 OTHER SHELLAC 730 (CLEAR) SCAQMD 550 PIGMENTED STAINS 250 SCAQMD U coo B2 CARPETS CODE CARPET MEET CARPET & RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM CARPET CUSHION CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM CARPET ADHESIVE VOC LIMIT OF 50 g/L WOOD PRODUCTS COMPOSITE AND AGRIFIBER PRODUCTS USED ON THE INTERIOR OF THE BUILDING SHALL CONTAIN NO UREA -FORMALDEHYDE RESINS. LAMINATING ADHESIVES USED TO FABRICATE ON-SITE AND SHOP APPLIED COMPOSITE WOOD AND AGRIBER ASSEMBLIES SHALL CONTAIN NO UREA -FORMALDEHYDE RESINS. WHEREVER POSSIBLE, USE WOOD WHICH IS CERTIFIED WITH THE FSC's (FOREST STEWARDSHIP COUNCIL) PRINCIPLES AND CRITERIA. INTERIOR FINISH NOTES: -SMOOTH BROOM FINISH CONCRETE TO BE USED IN ALL AREA UNLESS SPECIFIED -INTERIOR ADHESIVES, SEALANTS AND SEALANTS PRIMERS SHALL COMPLY WITH SOUTH COAST AIR MANAGEMENT DISTRICT (SCAQMD) RULE #1168. SPEC LOW VOC -INTERIOR PAINTS, COATINGS AND PRIMERS HAVE LESS VOC CONTENT THAN ESTABLISHED IN GREEN SEAL STANDARD GS -11, PAINTS, FIRST EDITION, MAY 20, 1993. -CLEAR WOOD FINISHES, WOOD COATINGS, STAINS, SEALERS, AND SHELLACS SHOULD NOT EXCEED VOC LIMITS ESTABLISHED IN SOUTH COAST AIT QUALITY MANAGEM ENTDI STRICT (SCAQMD) RULE 113, ARCHITECTURAL COATINGS. SURFACE CODE DESCRIPTION/ SPECIFICATION MANUFACTURER GROUT NOTES FLOOR F1 CONCRETE W1 SEALER TBD - - U WM LL 0 Q -W m Q. ,- W W Z UJ co ujrn ci ¢ U = Z BASE B7 WOOD BASE 17K15" RECLAIMED FIR - U coo B2 TILE TBD - - Lo vJ 63 4" RUBBER BASE TBD - - M U U WALL W1 ACRYLIC LATEX FLAT TBD - - W2 SEMI -GLOSS ENAMEL TBD - - W3 TILE (OR SIMILAR) TBD - - W4 FRP -FIBER REINFORCED PLASTIC TBD - TO 6' FROM F.F. - - TBD - - � 0o p p O E- CEILING C1 GYPSUM BOARD W/ FLAT ACRYLIC LATEX TBD - - C2 GYPSUM BOARD Wt SEMI -GLOSS ENAMEL TBD - - C3 ACOUSTICAL METAL CEILING, FACTORY FINISH ACUSTADEK NF -24 - - I— o f n V ♦ 12 UJ Q U Q �v W O U WM LL 0 Q -W m Q. ,- W W Z UJ co ujrn ci ¢ U = Z Lin o U coo Q LL Lo vJ LIJ CV I"_ M U U >= w J W W Y C/3 ct� w W W � 0o p p O E- v „q 0 V Y N r V U3 a F f n V ♦ � L0 rn LCA rn V Q U Q W J W Q U WM LL 0 Q -W m Q. ,- W W Z UJ U z U o ti cy') L0 w W J D Q a W w Lu w � J �U� 0 - } � 0 w f �j/1 w -W m Q. 2 U � co m z O w V W J D Q W W w Lu w � J �U� 0 - } � a � w f �j/1 w -W m Q. 2 U � co SCALE PLOT DATE 11/15/10 SHEET A1001 QUICK REFERENCE CHART FOR ACCESSIBLE SIGNAGE k � ��0ATO � Character Proportion & Height • Characters shall have a width - to - height ratio between 3:5 and 1:1 O O O I— MUST BE ON THE LEVEL OF PARKING SPACES 0 0 • Characters shall have a stroke -width -to - height ratio between 1:5 and 1:10 SURFACE AT THE TOP 0 0 • Characters shall be sized according to the viewing distance from which they are to be read 51-75 0 Q • Characters shall be 3" minimum in height O O O UNN 0 0 �PPRO Q • Characters shall be at least 5/8" in height, but no higher than 2" O W Raised and Brailled Characters 0 1,001 AND HIGHER F- • Characters shall be raised 1/32 inch. 0 AT A SINGLE ACCESSIBLE SPACE, A PASSENGER LOADING ZONE —� • Characters shall be upper case. sans serif type 0 TWO ACCESSIBLE SPACES MAY SHARE ONE LOADING ZONE O O @ • Characters shall be accompanied by Grace 2 Braille • Characters shall be at least 5/8" in height, but no higher than 2" 0 F ZONE ON THE PASSENGER SIDE. x U a Pictorial Symbol Signs 0 •The equivalent verbal description shall be placed directly below the pictogram • Border dimension of the pictogram shall be 6" minimum height 0 •-;.,...:a:= std-. Sign Finish and Contrast • Characters and background shall be eggshell, matte, or other non - glare finish 2.35" Ue, 0 0 0 • Characters shall contrast with their background - either light on dark or dark on light 0 0 0 e AT TOP CURB RAMP Mounting Location and Height 0 • Mounted on wall adjacent to the latch side of the door • Mounting height to be 60" above the finished floor to the centerline of the sign 0 • Mounted so as to avoid the swing of a door or protruding object 0 TYPICAL PLAN • Minimum 80' vertical clearance 0 Building directories, menus, and all other signs which are temporary are not required to comply. (V Permanent Rooms or Spaces - for instance, numbers on hotels guest rooms, patient rooms in hospitals, office suites, and signs designating men's and women's toilet facilities. HAVE DETECTABLE WARNING SURFACE Directional I Informational - Signs which provide direction to or information about functional spaces of a building or facility. Overhead - Signs which are suspended or projected overhead. 5.0% AND 6.67% The appropriate symbol of accessibility will be displayed where required. EDGES WHERE • Parking spaces designated as reserved for individuals •Accessible toilet and bathing facilities with disabilities when not all are accessible • Accessible entrances when not all are accessible • Volume control telephones • Accessible Passenger loading zones •Text telephones • Areas of rescue assistance •Assistive listening systems ACCESSIBLE SIGNAGE STANDARDS NOT TO SCALE �I DISPLAY CONDITIONS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED ON: — PARKING SPACES DESIGNATED AS RESERVED FOR INDIVIDUALS WITH DISABILITIES; — ACCESSIBLE PASSENGER LOADING ZONES; — ACCESSIBLE ENTRANCE (INACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE TO INDICATE THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE); — ACCESSIBLE TOILET AND BATHING FACILITIES n SYMBOLS OF ACCESSIBILITY following locations: 1. Each grade - level exterior exit door shall be identified by tactile exit with the word, "EXIT'. 2. Each exit door that leads directly to a grade - level exterior exit by means of a stairway or ramp shall be identified by a tactile exit sign with the following words as appropriate: A. "EXIT STAIR DOWN" B. "EXIT RAMP DOWN" C. " EXIT STAIR UP" D. "EXIT RAMP UP" 3. Each exit door that leads directly to a grade -level exterior exit by means of an exit enclosure or on exit passageway shall be identified by a tactile exit sign with the Words "EXIT ROUTE". 4. Each exit access door from an interior room or area to a corridor or hallway that is required to have a visual exit sign, shall be identified by a tactile exit sign with the words, "EXIT ROUTE". 5. Each exit door through a horizontal exit shall be identified by a sign with the words, 'TO EXIT'. TACTILE EXIT SIGNS IVV 1 1 V VVl'LL.l- TYPICAL PICTOGRAMS PICTOGRAMS PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM - THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" MINIMUM IN HEIGHT - CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND; EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND EMERGENCY EVACUATION PLAN BUR -IN NG NUMBER PND l,DDWSS ICI) CALL 911 1 ' 0 IN CASE OF AN EMERGENCY q PULL FIRE ALARM AND USE STAIRS. _ DO NOT USE ELEVATOR. c (E)NORTH FIRE ALARM IS A VARIABLE TONE. LIGHT WILL FLASH. YOU ARE HERE EXIT LISTEN FOR INSTRUCTIONS ON PA SYSTEM. E] ALARM EXIT PATH M ELEVATOR Q STANDPIPE 0 FIRE HOSE/EXTINGUISHER [- DISABLED PERSONS GO TO NEAREST STAIRWELL AND AWAIT ASSISTANCE FLOOR SAMPLE CALIFORNIA STATE FIRE MARSHALL TITLE -19 TACTILE EMERGENCY EVACUATION SIGN EMERGENCY EVACUATION PLAN SIGN EVACUATION SIGNAGE NOT TO SCALE EMERGENCY EVACUATION FL/-XN, PROPERTY ORIENTED AT EACH LOCATION, WITH BUILDING PLAN, ALL EXIT ROUTES. SYMBOLS AND ALL REQUIRED TEXT IN SIZE AND COLORS AS SPECIFIED BY CALIFORNIA TITLE 19. 1'-0" MIN. SOUTH STAIR NO ROOF ACCESS P1 THROUGH 15 '1 All IRAC� RAL A Ain 7 11 .J 1 LVVI% 1vvr.�..• •� ••-- SUBSIDIARY COPY AS REQUIRED BY CBC. ALL COPY IS TACTILE. PROVIDE GRADE 2 BRAILLE TRANSLATION. STAIRWELL FIRE IDENTIFICATION (SEC. 1006.16) 1'-0" Y4' 3�4' a - a a a Q ' A a GROOVED BORDER DETAIL NOTE: GROOVED BORDER GROOVED BORDERS / DETECTABLE WARNINGS 8 ON CURB AND CURB -CUT RAMPS NOT TO SCALE NOTE: BUILT- UP RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING / UNLOADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES GROOVED BORDER MUST BE ON THE LEVEL LEVEL 8 CLEAR AREA NOT TO SURFACE AT THE TOP EXCEED 2% CROSS SLOPE IN 48"M� OF THE RAMP ANY DIRECTION 10 NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP WHEN SLOPE IS BETWEEN 5.0% AND 6.67% BUILT-UP CURB RAMP NOTE: IF IS LESS THAN 48"THEN. THE SLOPE OF THE FANNED OR FLARED SIDE MAY NOT EXCEED 1:12 (8.33%) �111N CUR NDING AREA COVERED PARKING GARAGE ENTRANCE MIN. CLEAR. 8'-2" SIGN. SEE Z NOTE: IF A PASSENGER LOADING ❑❑ ZONE IS LOCATED INSIDE OF THE PARKING GARAGE, MINIMUM 00 r CLEARANCE TO LOADING ZONE 0) FROM SITE ENTRANCE(S) AND ) MUST BE INCREASED TO 11 TO 114" MAKE OPERABLE PARTS OF ENTRANCE 8 EXIT CONTROL MACHINES ACCESSIBLE TO DRIVER IN VEHICLE. PARKING GARAGES NOTE: VEHICLE STANDING SPACES AND ACCESS AISLE D MAY NOT EXCEED 2% SLOPE IN ANY DIRECTION d 20 MSN PASSENGER LOADING ZONE VERTICAL CLEARANCES AT PARKING 5 NOT TO SCALE NOTE: RAMPS MAY NOT ENCROACH INTO PARKING STALL OR ACCESS AISLE PEDESTRIAN ROUTE PEDESTRIAN ROUTE o f o TL I W1 ® ILLEGAL BUILT-UP CURB RAMPS AT DISABLED PARKING STALLS SIGN TEXT Z_ N N UNAUTHORIZED VEHICLES' PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE TOWED VEHICLES MAY B RECLAIMED AT (Address) OR BY TELEPHONING (Telephone Number) MINI LETTERING RINGING SEE'SIGN TEXT I, MIN. � "r3 POSTED AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT VAPPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM OF 1" IN HEIGHT) v ADJACENT AND VISIBLE FROM EACH STALL OR SPACE SITE ENTRANCE & PARKING SIGNAGE 1 NOT TO SCALE HANDICAP PARKINGZ HANDICAP PARKING 8 ACCESSIBLE AISLE SIGN (TYP)� � VAN ACCESSIBLE SIGN PARKING SPACE - SINGLE - AT CAR & AT VAN Z N Z CURB RAMP REQUIRED WHEN WALK IS AT DIFFERENT LEVEL THAN PARKING ELEVATION v a o NOTE THAT RAMPS ARE NOT ALLOWED TO 3" MIN. ENCROACH INTO LOADING/UNLOADING ZONES, Z PARKING SPACES OR VEHICULAR TRAFFIC LANES 2 HANDICAP PARKING SIGN (TYP) oD ACCESSIBLE AISLE N IN TYPICAL SYMBOL 9' MIN. 9' MIN. NOTE: ACCESS AISLE AT "VAN ACCESSIBLE" DOUBLE 5' MIN. / 8' MIN AT VAN PARKING STALLS MUST BE 8' WIDE MINIMUM PARKING SPACES - DOUBLE 4, -MIN. DISABLED PARKING SIGN (TYP) WALKWAY I O = 30 TO 90 DEGREE OTYPICAL SYMBOL 2 O O(�v DOES NOT OEXCEESS D 2°PE O N ANY DIRECTION NOTE: (SHADED AREA) PARKING SPACES -DOUBLE DIAGONAL F L O� IF SLOPE OF RAMP IS BETWEEN 5% AND 6.67% THE RUNNING PORTION NOTE: o�o OF THE RAMP MUST HAVE TRUNCATED X — DOME DETECTABLE WARNING SURFACE ADDITIONAL EDGE PROTECTION WITH RAILING) IS RECOMMENDED PARKING SPACES 4" WITH THESE DESIGNS `�PED�STRtp,� ROSE ALONG WITH SIDES OF RAMP. NOT TO SCALE GROOVEDBORDE �p°/°tl►p `'Y''` MUST BE ON THE LEVEL SURFACEATTHETOP OF THE RAMP v NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP WHEN SLOPE IS BETWEEN 5.0% AND 6.67% LEGAL BUILT-UP CURB RAMPS AT DISABLED PARKING STALLS CURB -CUT RAMP PARKING CURB RAMPS AT DISABLED PARKING (SEE B EMBLEM BUILT-UP CURB & CURB -CUT RAMPS G (SEE BELOW) 9 V NOT TO SCALE NOT TO SCALE 35' 1/2 RADIUS o GROOVED BORDER MUST CROSS WALK BE ON THE LEVEL SURFACE AT THE TOP OFTHE RAMP GROOVED BORDERS 8.33% MAX. NOTE: CROSS SLOPE OF MUST BE ON THE LEVEL •0 LANDING AREAS DO NOT SURFACE AT THE TOP BLUE WHITE REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL (0 WITH BEADED TEXT OR EQUAL RESERVE 0 EXCEED 2% IN ANY DIRECTION OF THE RAMPS EMBLEM MUST BE LOCATED IN STALL SO THAT IS VISIBLE BY -�- Q A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE 10% MAX.3 IS PROPERLY PARKED IN THE SPACE (CENTERED f AT ENTRANCE TO STALL RECOMMENDED) �- 0tJ�4 -- 8 MIN. PARKING SPACE SIGNAGE ��`�� 1`� 3 O NOT TO SCALE 8" M NOTE: WHEN X IS LESS THAN 48" THE SLOPE OF THE FANNED OR FLARED SIDES MUST NOT EXCEED 1:12 (8.33%) 10 CURB -CUT RAMP NOT TO SCALE NOTE: SHADED PORTION OF RAMP �Z NOTE: SURFACE WILL REQUIRE 36" WILL REQUIRE TRUNCATED DOME SECTION OF TRUNCATED DOMES IF FLAT DETECTABLE WARNING SURFACE TRAVEL SURFACE ADJOINS VEHICULAR IF SURFACE SLOPE(S) IS BETWEEN TRAFFIC WAY 5.0% AND 6.67% 7 CURB -CUT RAMP NOT TO SCALE 0 UIN RESERVED 0 VAN ACCESSIBLE SIGN TO BE CENTERED AT rHE INTERIOR END OF PARKING SPACE AREA OF SIGN TO BE A MIN. OF 70 SQ. IN. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE 80" MIN. FOR FREE STANDING III 36" MIN. FOR WALL MOUNTED TO TOP OF WALKING SURFACE X SLOPE = Y:X Y WHERE X IS A ADJOINING SLOPE SHALL LEVEL PLANE NOT EXCEED 1:20 WALKWAY STREET or PARKING AREA MEASUREMENT OF CURB RAMP SLOPE NOT TO SCALE F—O O O O I— MUST BE ON THE LEVEL OF PARKING SPACES W W lC 0�LL CV M r- M Z 0 V LLI J W Y iX W t— C6 LO o SURFACE AT THE TOP O LLI U W W � } W C C W W 26-50 Op OO OO 51-75 OF THE RAMP Q 1.67" O O O UNN 151 -200 ID �PPRO Q 301-400 O W 501-1,000 U) 1,001 AND HIGHER F- PASSENGER LOADING ZONE AT ACCESSIBLE PARKING SPACES 0 �O�^r AT A SINGLE ACCESSIBLE SPACE, A PASSENGER LOADING ZONE —� � Q TWO ACCESSIBLE SPACES MAY SHARE ONE LOADING ZONE O O @ IF PARKING IS 90° TO THE DRIVE AISLE, ALLOWING FOR BACKING IT SHALL HAVE A LOADING w O OC F ZONE ON THE PASSENGER SIDE. x U a •-;.,...:a:= std-. WQ 2.35" Ue, OAS' 1 1 PAR 1 e AT TOP CURB RAMP 0.9" T BASE TYPICAL PLAN = NOTE: SHADED AREA OF RAMP MUST (V HAVE DETECTABLE WARNING SURFACE o WHEN SURFACE SLOPES ARE BETWEEN —�� — TAPERED 5.0% AND 6.67% EDGES WHERE EXPOSED TYPICAL SECTION A - A TRUNCATED DOMES GROOVED BORDERS / DETECTABLE WARNINGS 8 ON CURB AND CURB -CUT RAMPS NOT TO SCALE NOTE: BUILT- UP RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING / UNLOADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES GROOVED BORDER MUST BE ON THE LEVEL LEVEL 8 CLEAR AREA NOT TO SURFACE AT THE TOP EXCEED 2% CROSS SLOPE IN 48"M� OF THE RAMP ANY DIRECTION 10 NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP WHEN SLOPE IS BETWEEN 5.0% AND 6.67% BUILT-UP CURB RAMP NOTE: IF IS LESS THAN 48"THEN. THE SLOPE OF THE FANNED OR FLARED SIDE MAY NOT EXCEED 1:12 (8.33%) �111N CUR NDING AREA COVERED PARKING GARAGE ENTRANCE MIN. CLEAR. 8'-2" SIGN. SEE Z NOTE: IF A PASSENGER LOADING ❑❑ ZONE IS LOCATED INSIDE OF THE PARKING GARAGE, MINIMUM 00 r CLEARANCE TO LOADING ZONE 0) FROM SITE ENTRANCE(S) AND ) MUST BE INCREASED TO 11 TO 114" MAKE OPERABLE PARTS OF ENTRANCE 8 EXIT CONTROL MACHINES ACCESSIBLE TO DRIVER IN VEHICLE. PARKING GARAGES NOTE: VEHICLE STANDING SPACES AND ACCESS AISLE D MAY NOT EXCEED 2% SLOPE IN ANY DIRECTION d 20 MSN PASSENGER LOADING ZONE VERTICAL CLEARANCES AT PARKING 5 NOT TO SCALE NOTE: RAMPS MAY NOT ENCROACH INTO PARKING STALL OR ACCESS AISLE PEDESTRIAN ROUTE PEDESTRIAN ROUTE o f o TL I W1 ® ILLEGAL BUILT-UP CURB RAMPS AT DISABLED PARKING STALLS SIGN TEXT Z_ N N UNAUTHORIZED VEHICLES' PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE TOWED VEHICLES MAY B RECLAIMED AT (Address) OR BY TELEPHONING (Telephone Number) MINI LETTERING RINGING SEE'SIGN TEXT I, MIN. � "r3 POSTED AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT VAPPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM OF 1" IN HEIGHT) v ADJACENT AND VISIBLE FROM EACH STALL OR SPACE SITE ENTRANCE & PARKING SIGNAGE 1 NOT TO SCALE HANDICAP PARKINGZ HANDICAP PARKING 8 ACCESSIBLE AISLE SIGN (TYP)� � VAN ACCESSIBLE SIGN PARKING SPACE - SINGLE - AT CAR & AT VAN Z N Z CURB RAMP REQUIRED WHEN WALK IS AT DIFFERENT LEVEL THAN PARKING ELEVATION v a o NOTE THAT RAMPS ARE NOT ALLOWED TO 3" MIN. ENCROACH INTO LOADING/UNLOADING ZONES, Z PARKING SPACES OR VEHICULAR TRAFFIC LANES 2 HANDICAP PARKING SIGN (TYP) oD ACCESSIBLE AISLE N IN TYPICAL SYMBOL 9' MIN. 9' MIN. NOTE: ACCESS AISLE AT "VAN ACCESSIBLE" DOUBLE 5' MIN. / 8' MIN AT VAN PARKING STALLS MUST BE 8' WIDE MINIMUM PARKING SPACES - DOUBLE 4, -MIN. DISABLED PARKING SIGN (TYP) WALKWAY I O = 30 TO 90 DEGREE OTYPICAL SYMBOL 2 O O(�v DOES NOT OEXCEESS D 2°PE O N ANY DIRECTION NOTE: (SHADED AREA) PARKING SPACES -DOUBLE DIAGONAL F L O� IF SLOPE OF RAMP IS BETWEEN 5% AND 6.67% THE RUNNING PORTION NOTE: o�o OF THE RAMP MUST HAVE TRUNCATED X — DOME DETECTABLE WARNING SURFACE ADDITIONAL EDGE PROTECTION WITH RAILING) IS RECOMMENDED PARKING SPACES 4" WITH THESE DESIGNS `�PED�STRtp,� ROSE ALONG WITH SIDES OF RAMP. NOT TO SCALE GROOVEDBORDE �p°/°tl►p `'Y''` MUST BE ON THE LEVEL SURFACEATTHETOP OF THE RAMP v NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP WHEN SLOPE IS BETWEEN 5.0% AND 6.67% LEGAL BUILT-UP CURB RAMPS AT DISABLED PARKING STALLS CURB -CUT RAMP PARKING CURB RAMPS AT DISABLED PARKING (SEE B EMBLEM BUILT-UP CURB & CURB -CUT RAMPS G (SEE BELOW) 9 V NOT TO SCALE NOT TO SCALE 35' 1/2 RADIUS o GROOVED BORDER MUST CROSS WALK BE ON THE LEVEL SURFACE AT THE TOP OFTHE RAMP GROOVED BORDERS 8.33% MAX. NOTE: CROSS SLOPE OF MUST BE ON THE LEVEL •0 LANDING AREAS DO NOT SURFACE AT THE TOP BLUE WHITE REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL (0 WITH BEADED TEXT OR EQUAL RESERVE 0 EXCEED 2% IN ANY DIRECTION OF THE RAMPS EMBLEM MUST BE LOCATED IN STALL SO THAT IS VISIBLE BY -�- Q A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE 10% MAX.3 IS PROPERLY PARKED IN THE SPACE (CENTERED f AT ENTRANCE TO STALL RECOMMENDED) �- 0tJ�4 -- 8 MIN. PARKING SPACE SIGNAGE ��`�� 1`� 3 O NOT TO SCALE 8" M NOTE: WHEN X IS LESS THAN 48" THE SLOPE OF THE FANNED OR FLARED SIDES MUST NOT EXCEED 1:12 (8.33%) 10 CURB -CUT RAMP NOT TO SCALE NOTE: SHADED PORTION OF RAMP �Z NOTE: SURFACE WILL REQUIRE 36" WILL REQUIRE TRUNCATED DOME SECTION OF TRUNCATED DOMES IF FLAT DETECTABLE WARNING SURFACE TRAVEL SURFACE ADJOINS VEHICULAR IF SURFACE SLOPE(S) IS BETWEEN TRAFFIC WAY 5.0% AND 6.67% 7 CURB -CUT RAMP NOT TO SCALE 0 UIN RESERVED 0 VAN ACCESSIBLE SIGN TO BE CENTERED AT rHE INTERIOR END OF PARKING SPACE AREA OF SIGN TO BE A MIN. OF 70 SQ. IN. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE 80" MIN. FOR FREE STANDING III 36" MIN. FOR WALL MOUNTED TO TOP OF WALKING SURFACE X SLOPE = Y:X Y WHERE X IS A ADJOINING SLOPE SHALL LEVEL PLANE NOT EXCEED 1:20 WALKWAY STREET or PARKING AREA MEASUREMENT OF CURB RAMP SLOPE NOT TO SCALE F—O UJI I— CO OF PARKING SPACES W W lC 0�LL CV M r- M Z 0 V LLI J W Y iX W t— C6 LO o o C6 L o U_ O LLI U W W � } W C C W W 26-50 2 51-75 3 Q Z 101-150 UNN 151 -200 ID 201-300 Q 301-400 8 O NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES UJI TOTAL NUMBER MINIMUM REQUIRED NUMBER OF PARKING SPACES OF ACCESSIBLE SPACES IN LOT OR GARAGE 1-25 U 26-50 2 51-75 3 76 -100 Z 101-150 UNN 151 -200 6 201-300 Q 301-400 8 401-500 W 501-1,000 U) 1,001 AND HIGHER 20 + 1 PER 100, OR FRACTION THEREOF, OVER 1,001 PASSENGER LOADING ZONE AT ACCESSIBLE PARKING SPACES W AT A SINGLE ACCESSIBLE SPACE, A PASSENGER LOADING ZONE —� IS REQUIRED ON THE PASSENGER SIDE OFTHE PARKING SPACE. Q TWO ACCESSIBLE SPACES MAY SHARE ONE LOADING ZONE v Q IF PARKING IS 90° TO THE DRIVE AISLE, ALLOWING FOR BACKING IT SHALL HAVE A LOADING w O A VEHICLE IN. IF A VAN SPACE IS USED, F ZONE ON THE PASSENGER SIDE. x U a NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES TOTAL NUMBER MINIMUM REQUIRED NUMBER OF PARKING SPACES OF ACCESSIBLE SPACES IN LOT OR GARAGE 1-25 1 26-50 2 51-75 3 76 -100 4 101-150 5 151 -200 6 201-300 7 301-400 8 401-500 9 501-1,000 2% OF TOTAL 1,001 AND HIGHER 20 + 1 PER 100, OR FRACTION THEREOF, OVER 1,001 W — LO Lr) Or) O v G v U W Q W M � W_W - Q � F w w Z W F— rn UJ w < w a } J LJ U +� UM O 11) In W W U , U� Q Q Q W rn UJ w < w a } J LJ Z +� In 0 WQ 1 1 1 1 SCALE AS NOTED PLOTDATE 10/15/10 SHEET AmRm 1 W U , U� Q Q Q W UJ w < w a } J LJ W �0 U.1 +� In SCALE AS NOTED PLOTDATE 10/15/10 SHEET AmRm 1 CD �W I~ o O CC CY) 00 w C6 Q 04 LO L � Z o o H 0 LL L L w 1/2" MAX AT 12 SLOPE 1' MIN 3' MIN 1' MIN® ,. MAX —I ul Q U H X = U 2 " a1 1/4 "IN" "OUT" — --- — c ch LL Q GREATER THAN 12" W J LI..I � W NOTE:Provide bumper in 32" MIN. �' GREATER THAN 12" w pocket to prevent I I ,' w m door from fully \ z z receding. SLIDING DOOR I I — O Ln 777,11111111111111, ry `V .41 32' - 32" MIN. COMPRESSED CAR 1/4" MAX, BELOW `- , THRESHOLD THRESHOLD 5' 5' MIN Uj HINGED DOOR FOLDING DOOR MINIMUM CLEARANCES AT DOORS CLEAR *11111 NY AMODN, _ FIG. (G) 60" DIAMETER SPACE T—SHAPED SPACE FOR 180 TURNS F_ FREE-STANDING OVERHANGING OBJECTS I U I W H MAT CARPETING MUST I CONSIST OF: ( C.) " - LEVEL LOOP DLOOP TEXTURED WHEELCHAIR TURN- AROUND SPACES /. Q - CUT PILE, OR - LEVEL CUT/UNCUT PILE L SCALE: 1/4" = 1'-0" FIG. (A) WALKING PARALLEL TO A WALL PROTE EA FROM `y / CROSS-TRAFFIC W 2._8„ U) O 10" MIN. BOTTOM RAIL MIN. RUBBER BUMPER ON CHIR 1/2" MAX. PILE THICKNESS r CLij, \\ L KICK PLATE AT DOORS x i �: x _!kn�'+. .rte, Y,t; P{�4. 1 IF PILE HEIGHT EXCEEDS `''°' :' r "y=i'`~4` <<�;`�1'.:'" W E c.) ppz W PUSH/PULLS PANIC BARS 1/4° THEN EDGES MUST FIRM PA rsr a s' c . HAVE BEVELED TRIM ` z XA. =:>.. > `' `i" o00,EXPOSED EDGE Ld Q Of x �, 41A = QLEVERS IIS iii 'I 1 p ,_,.'..•� .. r TRANSITION TRIM �. — o- J CAN, RNGE FIG- (B) WALKING PERPENDICULAR TOA WALL OVERHEAD HAZARDS PUSH - 1 2�� O � 3 s� >� Q v R U I; ' I o I oM N DOOR CLOSERS. IF PRESENT, MUST SLOPE LIMITS X = 36" MIN FOR ly 0\U ` c A W Q V � Cl) SET SO THAT IT TAKES DOOR AT OCCUPANT LOADS <10 2� 00 FLOOR � FLOOR,, BE LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES C 44" MIN FOR X �w MAXO J .( a Q- 5� OCCUPANT LOADS > 10 5' TO WITHIN 3' OF THE LATCH o gg 2�° 2• MAX- AX. _I i ACCEPTABLE DOOR HARDWARE DOOR CLOSERS CANE CAN POST OR PYLON & MOUNTING HEIGHTS BEFORE PERSON - HITS OBJECT WMNC � N N.4L4 DOWN TO Fl➢OR CORRIDOR UNDER 200 FEET CORRIDOR OVER 200 FEET (SEC. 1005.2.1.A) (SEC. 1005.2.2.2A) �N "°° °"`"° °p" °"°� DDS NOT RFAUINfD BEINEFN NMIf:WL ON S NIM WiNc xuLs trAwNcs AeovE ,/Tnom L / CANE RANGE THIS OVERHANG CAN BE GREATER THAN 12" BECAUSE NO ONE CAN APPROACH THE t� a) —A� FIG. (D) OBJECTS MOUNTED ON POSTS OR PYLONS ODJECT FROM THIS DIRECTION FIG. (E) EXAMPLE OF PROTECTION AROUND WALL-MOUNTED OBJECTS AND MEASUREMENTS OF CLEAR WIDTHS Q U DOORS THRESHOLDS AT DOORWAYSVNOTINIMUM CLEAR WIDTH IN CORRIDORS W Q ENCROACHING OBJECTS � TO SCALE 1 NOI TO SCALE W Q U 7 NOT TO SCALE NOT TO SCALE U W LU � Ln N I NOTE: X=12" IF DOOR NOTE: Y=48" MIN. IF DOOR NOTE: Y=48" MIN. IF F_ HAS BOTH CLOSER AND LATCH X HAS BOTH LATCH CLOSER AND DOOR HAS CLOSER z _ j s4" MIN. 32" MIN. CLEAR 2i � — — — r- T —1 BETWEEN EDGE OF DOOR IN 90` OPEN POSITION _ CHANGE IN LEVEL VERTICAL z \ I I I PUSH SIDE I I I I PUSH SIDE I z (— z I I PUSH SIDE > AND FACE OF DOOR STOP OR OTHER PROJECTING FEATURE Q v o I I m I I I ( I AT STRIKE SIDE JAMB 0 2 MIN. IN. Q 234 .... LO �\ PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL i ADJACENT TO THE LATCH SIDE — — OFTHE DOOR. CHANGE IN LEVEL SLOPED MOUNTING LOCATION MUST (b) Q ALLOW A PERSON TO APPROACHCO HINGED DOOR ° WITHOUT ENCOUNTERING PROTRUDING o OBJECTS OR STANDING WITHIN THESECURE SWING PATH OF THE DOOR EDGES `� I a OF CARPET, TYP. I / _ _ _ _ _ PULL SIDE _ _ _ _ PULL SIDE _ _ _ _ PULL SIDE o / DOOR SWING PATH z l 24" 1 AT I 1 z 1 0 I I 32" MIN. CLEAR OOERIORI COORS I I �/ CARPET PILE THICKNESS I 36" MIN I m I 2 MIN. LETTERING RAISED T IN18"TERIOR I I 1/32" ACCESSIBLE PATH LEVEL CHANGES COORS I I SLIDINGDOOR 0 NOT TO SCALE 8-1234 • • � / 32" MIN. —1 ♦ ^ v, Q CORRESPONDING GRADE II BRAILLE II / L (a) FRONT APPROACHES (b) HINGE SIDE APPROACHES LATCH (C) SIDE APPROACHES W SWINGING DOORS SWINGING DOORS SWINGING DOORS TWO HINGED DOORS IN SERIES (d) EXCEPTION NOTE FOR ALL SWINGING DOORS : IN GROUP R OCCUPANCIES, THE CLEARANCE ON BOTH THE PULL SIDE AND THE PUSH SIDE IS REQUIRED TO BE 44" MINIMUM FOLDING DOOR v GENERAL NOTES LETTERS AND NUMERALS SHALL BE LITERARY BRAILLE Q Q RAISED 1/32', UPPER CASE, SANS STANDARD DIMENSIONS: SERIF TYPE AND SHALL BE ACCOMPANIED Dot diameter .059 inches 1. ALL DOORS IN ALCOVES SHALL COMPLY WITH THE s4" MIN. WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL Inter-dot spacing .090 inches CLEARANCES FOR FRONT APPROACHES. (— — — — -j j— — — — — f — — — — — W Q BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2" Horizontal separation between cells 241 inches 2. REQUIRED CLEARANCES AT BOTH INTERIOR AND EXTERIOR DOOR LANDINGS MAY VARY, PER SITUATION. REFER TO CORRESPONDING DIAGRAM. Z I I I CI I 1 Z I I I I Z I I I I I I 32" MIN. J Q Z Vertical separation .395 inches cells 3. AT REQUIRED CLEAR SPACES, THE SLOPE OF THE SURFACE IS LIMITED TO 2% MAX IN ANY DIRECTION. I I v I a I I I I N Wbetween ♦/� v, a Q ~ W 4. MAXIMUM DOOR CLOSER PRESSURES F- W m a 5 LBS. AT INTERIOR DOORS, EXTERIOR DOORS (e) = AND FIRE DOORS (SEE STATE TITLE 24 SEC 3304(12) (d) FRONT APPROACHES—SLIDING (e) (e) MAXIMUM DOORWAY DEPTH DOORS AND FOLDING DOORS SLIDE SIDE FRONT APPROACH LATCH SIDE FRONT APPROACH SLIDING / FOLDING DOORS SLIDING / FOLDING DOORS SCALE AS NOTED PL0TDATE 10/15/10 NOTE FOR ALL SLIDING DOORS : PROVIDE A BUMPER IN THE DOOR POCKET TO PREVENT THE DOOR FROM FULLY RECEDING, CLEAR DOORWAY WIDTH AND DEPTH TO REMAIN OPERABLE BY DISABLED INDIVIDUALS SHEET MANEUVERING CLEARANCES AT DOORS = DIRECTION OF APPROACH, TYP . SIGNAGE FOR PERMANENT ROOMS & SPACES AmR02 8 NOT TO SCALE SCALE: 1/4" = 1'-0" 1 1/2"NOM. DIA. HANDRAIL @ 34'-38- ABOVE NOSING. w o ^ o O PROVIDE 1 1i2' BETWEEN HANDRAIL AND WALL. � [,-U w RETURN ENDS Q LO LO DASHED PORTIONS OCCUR AT FREESTANDING = z I I RAIL-ENDS ONLY, NOT AT RAIL-ENDS ADJACENT TO (If o o U 80' MIN. SURFACES. 0 v H 1----Jw Q X = ---, N U Ll_ UtY HALLLANTERN i ch }= 1I i LL] w FLOOR LANDING LEVEL ( w C0 JAMB SIGNAGE. EXTENSION I WARNING STRIPING AT EACH i W � �o TREAD V FROM NOSING 2" w w z SEE BELOW. '� I MIN. - 4" MAX. WIDTH -SEE m g = 1-1/4" MIN. g I a 1-1/2" MAX i"� I _ �r in SPECIFICATIONS FOR I O ODUCT F' F7" �w�_ 0 o HEIGHTS OF ALTERNATE LOCATIONS AUTOMATIC DOOR 1%" , 1 O TREAD WIDTH TREAD WIDTH I LEVEL OF PANEL WITH CENTER OPENING DEVICES MIN. SEE PLAN EXTENSION I EXTENSION z W �_36' MIN.-- - OPENING DOOR I I M 1/ 3" MAX M ON- CENTER DOOR PANELS HALL CALL +i I I BUTTONS W LU LO A„ 68' MIN. N / d ACCESSIBLE STAIR HANDRAIL Q -T SCALE:1"= T-o" W z z g NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED 11/2" W v b IF AN OBJECT PASSES THROUGH EITHER LINE A OR B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATIONS 1/8" MIN. RADIUS 0 OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. 1-1/4" 1 4° OR 1 2 NOMINAL DIAMETER o 0 TO 0 ALTERNATE LOCATIONS 1-1i2" LIA/2' 11 MIN c0i �"- OF PANEL WITH SIDE 36" MIN. OPENING DOOR 1-1/4" TO w .5„ MAX 1 .5" MAX a 1-112" 0 MAX RADIUS RADIUS OFF- CENTER DOOR PANELS 1-v2• LL:LL: W 60�� 60�� MIN Q METAL PIPE HANDRAIL W/ CLOSED ENDS. z o �- LETTERING RAISED 1132' M ¢ MANUFACTURER TO BE SELECTED �� 4 W O H D U cli 0 z Q w 111 0 :..) w z FLOOR LANDING SIGNEp AGE IS REQUIRED ~ " p MINIMUM DIMENSIOELI NS NS OF ELEVATOR CARS ON JAMB PANELS ON BOTH SIDES OF o Z�J/ OOH ) a i 5 1 0 N x ELEVATOR DOOR 0 NOT TO SCALE ~ O so CORRESPONDING MINIMUM NUMERAL SIZE = 518' GRADE II BRAILLE 3/4' MINIMUM CONTROL DEVICE 1118" MIN. RADIUS (TYP.) FLUSH RISER ANGLEz(b) OSING ROUNDED NOSING MEASUREMENT SEE DETAILS BELOW 5 r n y ♦ rn r` 318" MIN. DISTANCE BETWEEN 34 O ROWS OF CONTROL BUTTONS USABLE TREAD WIDTH AND EXAMPLES OF ACCEPTABLE NOSINGS Q r- - ( U PLACE STAR ALONGSIDE • • 1 O MAIN EXIT FLOOR NUMBERSTAIR TREAD & NOSE. W SB B IGNAGE ON LANDING JAMBSANDRAILS AT STAIR OR RAMP D ELEVATORS .FLOORS OPEN CLOSE DOOR (5*�*'Kl( � NOTTO SCALE W U L NOT TO SCALE T TO SCALE N ALMMBELL Eb1FR � � l..L • O NOTE 1: WHEN DOOR SWINGS ONTO LANDING - 42" MIN. PLUS DOOR WIDTH w F- NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY. w NOTE 1: WHEN DOOR SWINGS ONTO LANDING- 42" MIN. PLUS DOOR WIDTH. z J 2z F- NOTE 2: MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARY. 60' MIN. WHEN NO DOOR M SWINGS ON TO LANDING 42 MIN. U 60" MIN. WHEN NO LEVEL LANDING HORIZONTAL PROJECTION OR "RUN' r- DOOR SWINGS ON TO J MAXIMUM HEIGHT FROM LANDING I. � I FLOOR M HEIGHT FROM SEE 1 LEVEL LANDING U RAMP 2 SEE M1 SEE 2 Np�E � o MAXIMUM HEIGHT FROM z II I NO N. _ FLOOR TO HIGHEST BUTTON a I T2" MSN- SEE Np�1 NO E2 60" p � � LETTERS AND NUMERALS SHALL 12 BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMPLE SERIF _ TYPE AND SHALL BE ACCOMPANIED LETTERING RAISED 1/32'. TOP PLATFORM WITH GRADE II BRAILLE. RAISED / NTERMEDIATE LEVE PLATFORM CHARACTERS SHALL BE AT LEAST 518" HIGH, BUT NO HIGHER CAR CONTROL BUTTONS TO BOTTOM LEVEL PLATFORM THAN 2" I \\ BE RAISED 118" PLUS OR AS REQUIRED MINUS 1132"ABOVE THE �7RF� MAXIMUM RISE (INCHES) MAX. HORIZ. PROJECTION (FEET) - SURROUNDING SURFACE AND INTERIOR- RAMP WITH INTERMEDIATE SWITCH- BACK SLOPE W l 30 0 = SHALL BE ILLUMINATED 18" Minimum 1:12 TO < 1:16 30 CHARACTERS TO BE7. 24" Preferred PLATFORM STRAIGHT RAMP RUN 1:16 TO < 1:20 30 40 z RAISED :% DOOR WIDTH _ II 0 WHITE ON A BLACK BACKGROUND �� CORRESPONDING EXTERIOR: GRADE II BRAILLE W the Minimum distance beyond wa 1 (� (� the strike edge of a gate " ELEVATOR CONTROL PANEL or door on the side toward SHADED AREA REPRESENTS 42"MIN. 3"MAX. which it swings REQUIRED LEVEL (2% OR LESS) COMPONENTS OFA SINGLE RAMP AND SAMPLE RAMP DIMENSIONS 11 NOT TO SCALE_----------- LANDING AREA WHEN A RAMP CHANGES a DIRECTION GAT A LANDING, TYPICAL. 60" MI RAMP Q 13 NOTE 1: WHEN DOOR SWINGS ONTO LANDING - 42" MIN. PLUS DOOR WIDTH NOT TO SCALE I _ 12 DOWN 60" MIN. NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP VARIES DEPENDING ON SLOPE 000 10 NOTE: IF (X) IS GREATER THAN 3", I 60' MIN. WHEN NO DOOR AS REQUIRE 12' MIN.— THEN m MUST BE: 12° MIN. g 8 60" MINIMUM AT TOP LANDING (48' MIN) AS REQUIRED SWINGS ON TO LANDING Q 0 6 72' MINIMUM AT BOTTOM LANDING (48- MIN) SEE 0 5 " SEE 1 z p�E2 N LESS THAN 30 DEGREE ANGLE 2 MSN. N p� ❑ �"� p DZDU z 4 "M\N• 0 CENTERED AT 3 i2 �- Q 2 m -- ~ 1 42" MIN. o � - 3" ± 1"HIGH 0 SHADED AREA REPRESENTS TOP PLATFORM Cl) 1 REQUIRED LEVEL (2 OR LESS) 5 6 8 10 12 14 16 18 LANDING AREA WIDTH AS REQUIRED ' WHEN A RAMP INTERMEDIATE LEVEL PLATFORM HAND RAIL &WHEEL GUIDE -ELEVATION D DISTANCE IN FEET AT A LANDING, TYPICAL. WHEEL GUIDE RAIL 72" MI CHANGES DIRECTION INTERMEDIATE TURNING PLATFORM M W 3" MAX. LJJ W I - 60MM1/v �2"MlN (� RAMP 1 (x)i DOWN r 60"MIN. HAND RAIL w r HAND RAIL TO SUIT &CURB & CURB ~ �+/ a PH OF ELEVATOR MOVEMENT TIMING EQUATION IDTH AS REQUIRED DESIGN F- �- ~W G AS REQUIRED i Q 12 NOT TO SCALE (48' MIN) NOTE: WHEN THE DIRECTION OF A RAMP CHANGES AS REQUI D 60" MIN. 30° OR MORE AT LANDING, THEN THE LANDING MUST BE DOORS IN ANY POSITION SHALL NOT A MINIMUM OF 72" IN LENGTH AND INCLUDE A MINIMUM O° 3"± 1" HIGH (48' MIN) 0 0 ELEVATOR NOTES: REDUCE THE MINIMUM DIMENSION OF 60'x 60' TURNING PLATFORM '- `- 3"±1" HIGH - THE RAMP LANDING TO LESS THAN 30 DEGREE OR GREATER ANGLE Cl) WHEEL GUIDE 42"AND DOOR SHALL NOT REDUCE RAMP WITH TURNING PLATFORM SCALE AS NOTED ADDITIONAL ACCESSIBLE ELEVATOR FEATURES THE REQUIRED WIDTH BY MORE THAN _.._. 3"WHEN FULLY OPEN. (WHEN DIRECTION OF RAMP CHANGES 30 DEGREES OR MORE) PLOTDAT 10/15/10 1. DOOR CLOSING DELAY &MINIMUM 5 SECONDS FULLY OPEN. HAND RAILS &WHEEL GUIDES INTEGRAL WHEEL GUIDE SHEET 2. AUDIBLE VERBAL STOPPING & FLOOR ANNOUNCEMENTS. ENCROACHMENT OF DOORS 3. NOMINAL 1.5"DIAMETER HANDRAIL AT NOMINAL HEIGHT OF 32"ABOVE THE FLOOR WITH 1.5'CLEAR TO BETWEEN RAIL AND WALL, ON ONE WALL. ONTO RAMPS RAMP DIMENSIONS RAMP DIMENSIONS RAMP 6 TALE NOT TO SCAmR03- 4. VISUAL AND AUDIBLE CAR-ANSWERING AND DIRECTION OF TRAVEL CALLS. NOT TO SCALE NOT TO SCALE NOT TO SCALE Z_ 0 M 8 LAVATORIES NOT TO SCALE The Division of the State Architect, Office of Regulation Service recommends the following dimensions as adequately serving the needs of children in projects under its jurisdiction. These recommendations are based on the federal "Recommendations for Accessibility for Children in Elementary School" and other recognized publications on access for children: A = Adult Dimensions (age 12 and over) E = Elementary Dimensions L = Kindergarten and Pre -School Dimensions 18" o 28" MIN. SUGGESTED Q DIMENSION A (Inches) E (Inches) I Toilet centering from wall 18 Z Z_ Toilet seat height/Dimensions to top of seat 17-19 15 10.12 Grab bar height (side) 33 27 20-22 Toilet paper in front of toilet 12 max. 6 max. 6 max. Napkin disposal in front of toilet 12 max. 12 max. N/A Dispenser or mirror height * 40 max. N N th 34 max. 27 max. 24 max. 8" MIN. KNEE 19 max. 24 max. 6" MIN. TOE * NOTE: IT IS ALLOWED TO CLEARNCE 1T' CLEARNCE " HAVE TOE CLEARANCE THAT 44 max. 37 max. 32 max. EXTENDS FURTHER THAN 6" 36 max. UNDER THE LAVATORY, 48" MIN. HOWEVER THE MEASUREMENT 27 min. 24 min. o REQUIRED OF THE REQUIRED 30" x 48" 34-38 19" CLEAR SPACE WHEELCHAIR CLEAR FLOOR f14 SPACE MAY ONLY OVERLAP THIS TOE CLEARANCE BY A MAXIMUM OF 6". 8 LAVATORIES NOT TO SCALE The Division of the State Architect, Office of Regulation Service recommends the following dimensions as adequately serving the needs of children in projects under its jurisdiction. These recommendations are based on the federal "Recommendations for Accessibility for Children in Elementary School" and other recognized publications on access for children: A = Adult Dimensions (age 12 and over) E = Elementary Dimensions L = Kindergarten and Pre -School Dimensions 18" o 28" MIN. SUGGESTED i� DIMENSION A (Inches) E (Inches) K (Inches) Toilet centering from wall 18 15 12 Toilet seat height/Dimensions to top of seat 17-19 15 10.12 Grab bar height (side) 33 27 20-22 Toilet paper in front of toilet 12 max. 6 max. 6 max. Napkin disposal in front of toilet 12 max. 12 max. N/A Dispenser or mirror height * 40 max. 36 max. 32 max. Lavatory/sink top height 34 max. 27 max. 24 max. Lavatory/sink knee clearance 19 max. 24 max. 19 max. Urinal lip height 17 max. 15 max. 13 max. Urinal flush handle height 44 max. 37 max. 32 max. Drinking fountain bubbler height 36 max. 32 max. 30 max. Drinking fountain knee clearance 27 min. 24 min. 22 min. Ramp/stair handrail height 34-38 27 22 * Measured from finish floor to operable portion of dispenser and to lower edge of mirror. 6 5 4 3 2 1 0 a - Easy High Reach b - Height c - Eye Level d - Low Counter Height wheelchair user child child Chart showing human scale from age 2 to adult. (Composite of men and women) 39 DIMENSIONS FOR ADULTS AND CHILDREN NOT TO SCALE 6" MIN 6"MIN (Sllio (S�o MEN HANDICAPED ACCESSIBLE ACLE ON 2" MIN MEN WOMEN UNISEX RESTROOMS RESTROOMFIRST FLOOR 1 WALL - SIGNAGE (TYP.) DOOR MOUNTED - SIGNAGE (TYP.) NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR -MOUNTED SIGNAGE. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING. MOUNT AT 60" TO CENTERLINE It OF SIGN FROM FLOOR. LETTERING RAISED 1/32" HEIGHT OF LETTERING MEN 5/8" MIN. TO 2" MAX. ... UPPERCASE CHARACTERS / CORRESPONDING GRADE II BRAILLE DOOR -MOUNTED SIGNAGE 18" 6" MAX I 18.. N 18" o 28" MIN. * i� EDGE Z_ Z CLEAR SIDE WATERg OSET ILO = Q J"OF CA NO W ?� U-)� _Z 4 (N `r LO g Co a FIX W i Lpffial 2 U N FIA � � - .MILE v - a N N W M Q J U 32 MIN. Q W 111 N®R w c) } F_- 91-1raWN J N < 1� I- nominniiiiiinlsm, 1111111111111MIJ R W W co Ellin KIM AS NOTED PLOTDATE 10/15/10 a - Easy High Reach b - Height c - Eye Level d - Low Counter Height wheelchair user child child Chart showing human scale from age 2 to adult. (Composite of men and women) 39 DIMENSIONS FOR ADULTS AND CHILDREN NOT TO SCALE 6" MIN 6"MIN (Sllio (S�o MEN HANDICAPED ACCESSIBLE ACLE ON 2" MIN MEN WOMEN UNISEX RESTROOMS RESTROOMFIRST FLOOR 1 WALL - SIGNAGE (TYP.) DOOR MOUNTED - SIGNAGE (TYP.) NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR -MOUNTED SIGNAGE. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING. MOUNT AT 60" TO CENTERLINE It OF SIGN FROM FLOOR. LETTERING RAISED 1/32" HEIGHT OF LETTERING MEN 5/8" MIN. TO 2" MAX. ... UPPERCASE CHARACTERS / CORRESPONDING GRADE II BRAILLE DOOR -MOUNTED SIGNAGE 18" 6" MAX I 18.. N 18" o 28" MIN. * LLI W _ Q EDGE Z_ Z CLEAR SIDE WATERg OSET ILO = Q J"OF CA NO W ?� U-)� _Z 4 (N `r LO g Co 1k 1k W � Z OF WATER 2 U N ♦♦^� Vl 18" 32" MIN. 18" NOTE: REGARDLESS OF STALL CONFIGURATION, A 48" LONG MINIMUM CLEARANCE FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET, NOTE: INTERIOR DIMENSIONS OF SINGLE ACCOMMODATION TOILET ROOMS SHALL INCLUDE A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIAMETER OR A T- SHAPED CLEAR SPACE. NO DOOR MAY ENCROACH INTO THIS REQUIRED CLEAR SPACE BY MORE THAN 12". SIDE GRAB BARS IN SINGLE ACCOMMODATION TOILET ROOMS MUST BE INSTALLED SUCH THAT THE FRONT END OF THE BAR IS LOCATED A MINIMUM OF 54" FROM THE BACK WALL. 0), la 0 z 60" MIN. 60" DIAMETER SPACE 17, M MIN- fin —n�l� T - SHAPED SPACE �NOT SINGLE -ACCOMMODATION TOILET ROOM TO SCALE TOILET PAPER HOLDER WITHOUT X STOPS 12 MAX. 42" MIN. 36" MAX. Ic- 11 ___f/ L- J M �12 M Cl) 0) O 24" MIN. r - SIDE VIEW FRONT VIEW FLOOR - MOUNTED WATER CLOSETS X = 52" MINIMUM WHEN WATER CLOSETS ARE IN STALLS X = 54" MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS (SUCH AS IN SINGLE ACCOMMODATION ROOMS OR OPEN TOILETING SITUATIONS) TOILET PAPER HOLDER WITHOUT X STOPS 12" MAX. 42" MIN. 36" MAX. L_ J 0 17'MAK.z M � O I-- 24" MIN. SIDE VIEW FRONT VIEW WALL - MOUNTED WATER CLOSETS 6 WALL- / FLOOR -MOUNTED WATER CLOSETS NOT TO SCALE 1��NOTrTO DNTIFICATION SYMBOLS FOR SANITARY FACILIITIES 7 URINALS SCALE NOT TO SCALE OPERATING CONTROL PART —OF FLUSH MECHANISM 14" MIN. ELONGATED RIM W/ NO SIDE OBSTRUCTIONS Z 2 CID IT REQUIRED CLEAR SPACE 30" MIN. IF PARTITIONS ARE <24" DEEP. 36" IF PARTITIONS ARE >24" DEEP. 60" MIN. STANDARD ACCESSIBLE TOILET STALL (DOOR OPENING AT FRONT OF STALL) 60" MIN. 36 MIN. 18" 6" MAX. 18" O 28" MIN. * LLI W _ Q TO EDGE Z_ CLEAR SIDE OF WATER 2 Z Q CLOSET FLUSH N NO W C1 U-)� _Z r (N `r LO v - N 1k 1k W � Z OF WATER 2 U NOTE: REGARDLESS OF STALL CONFIGURATION, A 48" LONG MINIMUM CLEARANCE FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET, NOTE: INTERIOR DIMENSIONS OF SINGLE ACCOMMODATION TOILET ROOMS SHALL INCLUDE A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIAMETER OR A T- SHAPED CLEAR SPACE. NO DOOR MAY ENCROACH INTO THIS REQUIRED CLEAR SPACE BY MORE THAN 12". SIDE GRAB BARS IN SINGLE ACCOMMODATION TOILET ROOMS MUST BE INSTALLED SUCH THAT THE FRONT END OF THE BAR IS LOCATED A MINIMUM OF 54" FROM THE BACK WALL. 0), la 0 z 60" MIN. 60" DIAMETER SPACE 17, M MIN- fin —n�l� T - SHAPED SPACE �NOT SINGLE -ACCOMMODATION TOILET ROOM TO SCALE TOILET PAPER HOLDER WITHOUT X STOPS 12 MAX. 42" MIN. 36" MAX. Ic- 11 ___f/ L- J M �12 M Cl) 0) O 24" MIN. r - SIDE VIEW FRONT VIEW FLOOR - MOUNTED WATER CLOSETS X = 52" MINIMUM WHEN WATER CLOSETS ARE IN STALLS X = 54" MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS (SUCH AS IN SINGLE ACCOMMODATION ROOMS OR OPEN TOILETING SITUATIONS) TOILET PAPER HOLDER WITHOUT X STOPS 12" MAX. 42" MIN. 36" MAX. L_ J 0 17'MAK.z M � O I-- 24" MIN. SIDE VIEW FRONT VIEW WALL - MOUNTED WATER CLOSETS 6 WALL- / FLOOR -MOUNTED WATER CLOSETS NOT TO SCALE 1��NOTrTO DNTIFICATION SYMBOLS FOR SANITARY FACILIITIES 7 URINALS SCALE NOT TO SCALE OPERATING CONTROL PART —OF FLUSH MECHANISM 14" MIN. ELONGATED RIM W/ NO SIDE OBSTRUCTIONS Z 2 CID IT REQUIRED CLEAR SPACE 30" MIN. IF PARTITIONS ARE <24" DEEP. 36" IF PARTITIONS ARE >24" DEEP. 60" MIN. STANDARD ACCESSIBLE TOILET STALL (DOOR OPENING AT FRONT OF STALL) 60" MIN. 36 MIN. 18" 6" MAX. 18" r~. °S LO C=) LO 36" MIN. FLUSH VALVE LLI W _ Q ON WIDE O CLEAR SIDE (V W C/) � W � p Q U_ FLUSH N NO W C1 ON W _Z r AR LO Z Z W � Z OF WATER 2 U N ♦♦^� Vl ZE v - a N N z 60" MIN. _Z N v o o1930 24" MIN. 34" MIN. NOTE: TOTAL STALL DIMENSIONS 42 MIN. 32" MIN. MUST INCORPORATE ALL CLEARANCES SHOWN TO COMPLY WITH BOTH 42" MINMAX' STATE AND FEDERAL REQUIREMENTS. Z_ O Z _ ED M Z co U 1k 1k STANDARD ACCESSIBLE TOILET STALL (DOOR OPENING AT SIDE OF STALL) _ F - o_ W 0 Z 0 m k, %5fi�i�llil OUTWARD SWING SELF-CLOSING DOOR SEMI -AMBULATORY TOILET STALL MULTIPLE ACCOMMODATION TOILET ROOM & STALLS NOT TO SCALE U - SHAPED HANDLE LOOP HANDLE The inside and outside of the compartment doors to disabled accessible stalls must be equipped with a loop or U-shaped handle immediately below the latch. The latch must be flip -over style, sliding or other hardware not requiring fight grasping or twisting. ACCESSIBLE STALL DOOR HARDWARE NOT TO SCALE Zo o c�n44" MIN. o J� — — — — — — Z 60" MIN N ch NOTE: THE CLEAR FLOOR SPACE AT FIXTURE AND CONTROLS, THE ACCESSIBLE ROUTE AND THE TURNING SPACE MAY OVERLAP. NOTE: WHEN SIX (6) OR MORE STALLS ARE PROVIDED IN A MULTIPLE ACCOMMODATION TOILET ROOM, ONE STALL MUST BE A STANDARD SIDE - TRANSFER ACCESSIBLE STALL AND ONE ADDITIONAL "SEMI - AMBULATORY" STALL MUST BE PROVIDED WHICH IS 60" MINIMUM IN DEPTH, 36" IN WIDTH AND HAS AN OUTWARD SWING DOOR AND PARALLEL GRAB BARS (SEE FIG. 84). 36" ABSOLUTE X = 66" MINIMUM WITH WALL -MOUNTED WATER CLOSET X = 69" MINIMUM WITH FLOOR -MOUNTED WATER CLOSET NOTE: TOTAL REQUIRED STALL LENGTH MUST INCORPORATE MINIMUM REQUIRED 48" CLEAR SPACE IN FRONT OF WATER CLOSET. FRONT - TRANSFER TOILET STALL DESIGN (FOR ALTERATIONS OF BUILDINGS ONLY) Z a _ofQ T W J U ALTERNATE LATERAL OR SIDE - TRANSFER TOILET STALL DESIGN (EQUIVALENT FACILITATION FOR EXISTING BUILDINGS ONL GENERAL NOTE FOR BUILDING ALTERATIONS IN EXISTING BUILDING OR FACILITIES, WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE REQUIREMENTS FOR A STANDARD SIDE -TRANSFER TOILET STALL WOULD CREATE AN UNREASONABLE HARDSHIP, THE FRONT - TRANSFER TOILET STALL DESIGN SHOWN HEREON MAY BE UTILIZED TO PROVIDE EQUIVALENT FACILITATION. ALTERNATE STALLS FOR EXISTING BUILDINGS ONLY NOT TO SCALE W j W � = w CV 18" r~. °S LO C=) LO 36" MIN. FLUSH VALVE LLI W _ Q ON WIDE 6" MAX. CLEAR SIDE (V W C/) � W � p Q U_ DoL.LOf NO W C1 ;32'IN. _Z W W AR LO �- Cly TO EDGE W U Z OF WATER 2 U N CLOSET ♦♦^� Vl O t,— ICY) - a N W M Q J U 32 MIN. Q W W w Q Z a _ofQ T W J U ALTERNATE LATERAL OR SIDE - TRANSFER TOILET STALL DESIGN (EQUIVALENT FACILITATION FOR EXISTING BUILDINGS ONL GENERAL NOTE FOR BUILDING ALTERATIONS IN EXISTING BUILDING OR FACILITIES, WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE REQUIREMENTS FOR A STANDARD SIDE -TRANSFER TOILET STALL WOULD CREATE AN UNREASONABLE HARDSHIP, THE FRONT - TRANSFER TOILET STALL DESIGN SHOWN HEREON MAY BE UTILIZED TO PROVIDE EQUIVALENT FACILITATION. ALTERNATE STALLS FOR EXISTING BUILDINGS ONLY NOT TO SCALE W j W � = w CV CS" Q O ILL Q U > W r~. °S LO C=) LO o 1 cb L o LO X LL LLI W _ Q Q U -I W Y W m O W J >_ W C/) � W � p Q U_ DoL.LOf NO W C1 Q W W Z O �- Cly W W U F�- M O �( C, < SHEET AmRm4 r n v♦ � � rn LID (n V G Q U O W J >_ W Q U_ DoL.LOf NO W Q W W Z U �- Cly W W U J 2 U U ♦♦^� Vl O t,— ICY) SHEET AmRm4 We G O NO W U U) U W W U� U ♦♦^� Vl Q W Q Jm Q W W w Q Z Q w c) } F_- ~ ~ J N < 1� I- W _ rn �/ ! R W W co SCALE AS NOTED PLOTDATE 10/15/10 SHEET AmRm4 \MjN 6 TD O 6" MAX. I— —I � Q z 36" M CLEAR FLOOR SPACE N 0 M e i--„32�rR 48 MIN. G�- NON -ALCOVE, WING WALL INSTALLATION (EXCEPTION ONLY) 1R4._ 12" DETECTABLE .� TEXTURE O Q6,. ' _y N � 12„ M I CLEAR FLOOR SPACE I 12 DETECTABLE .� 48" MIN. �' TEXTURE NON -ALCOVE, CANE DETECTABLE SURFACE INSTALLATION EXCEPTION ONLY DRINKING FOUNTAINS - EXCEPTIONS NOT TO SCALE ACCESSIBLE STANDARD HEIGHT FOUNTAIN —I FOUNTAIN , (D M 311 � llv " HI -LO" FOUNTAIN DESIGN 184 \M//V M,qk r MSN 32 GL�R ALCOVE INSTALLATION GENERAL NOTES: DRINKING FOUNTAINS MUST BE LOCATED COMPLETELY WITHIN AN ALCOVE 18" MIN. DEEP, OR WITH WING WALLS OR RAILS WHICH PROJECT AT LEAST EQUAL THE LENGTH OF THE SIDES OF THE FOUNTAIN FIXTURE AND BE SPACED A MINIMUM OF 32" CLEAR APART. WATER STREAM MUST BE PARALLEL WITH THE FRONT OF THE DRINKING FOUNTAIN FOR ANY ACCESSIBLE DRINKING FOUNTAINS. SEE SECTION 111713.1, PART 5, PLUMBING SECTION 1507(A) FOR TITLE 24 REQUIREMENTS. WHERE ONLY 1 DRINKING FOUNTAIN STATION IS PROVIDED ON A FLOOR, THERE SHALL BE A DRINKING FOUNTAIN WHICH IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS AND ANOTHER WHICH IS ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING AND STOOPING. NOTE: IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" Of 48" MIN. Z O M v l— (X) CLEAR FLOOR SPACE DRINKING FOUNTAINS - TYPICAL INSTALLATION NOT TO SCALE FIXED SPRAY I - HAND HELD SP HEAD CONTROLBOX LOCATION 30" MIN. 48" MIN. ----�---- —I I I SEAT CLEAR I SEAT CLEAR FLOOR IZ FLOOR I Z SPACE 12 SPACE 1 a I( I I O [LAV_ I O LAV. jo— V. o -----� SIDE APPROACH FRONT APPROACH CLEAR FLOOR SPACE AT BATHTUBS 24" MIN FOOT 12" MAX. or 14 24" 24" MIN. MAX. zo O BACK HEAD GRAB BAR/CONTROL WALL DETAILS BATHTUBS (WITH SEAT IN TUB) NOT TO SCALE 30" MIN. SEAT 1 I I CLEAR 1 z_ FLOOR I SPACE I ti I uo I a LAV. J CONTROLS CLEAR FLOOR SPACE AT BATHTUBS GRAB BAR/CONTROL WALL DETAILS BATHTUBS (WITH SEAT AT HEAD OF TUB) NOT TO SCALE SEAT HEAD C7 M M z 2 z CO M WALL OPPOSITE SEAT HAND-HELD SPRAYER UNIT TO BE MOUNTED WITHIN 24" FROM SEAT MOUNTING WALL. WATER CONTROLS TO BE MOUNTED BETWEEN 18" -24", FROM 24"- FROM SEAT MOUNTING WALL. 1" MIN. 1-1/2" MAX. � J W Q Z� w0 J a LL FLEXIBLE SHC SPRAY HOSE, MIN. 50" LONG 16" MIN. SHOWER SEAT DESIGN SHOWER SPRAY UNIT THAT CAN BE USED SHOWER BOTH AS FIXED HEAD SHOWER HEAD AN AS A HAND-HELD UNIT SINGLE -LEVER MIXING VALVE _ v M r DING cv) 'ao SHOWER SEAT r - CONTROL WALL SEAT WALL 30" X 60" SHOWER STALL DESIGN - OPTION 2 NOT TO SCALE HAND-HELD SPRAYER UNIT TO BE MOUNTED WITHIN 24" FROM SEAT MOUNTING WALL. WATER CONTROLS TO BE MOUNTED BETWEEN 18" -24" FROM SEAT MOUNTING WALL. FOLDING Z Q SEAT Z 23" MAX Ido o ch k 24" 0 J W 1 o oo L O L LL O w 1— W F— C) Q I I MIN. ol Q w n U � w w z 12" a I FLOOR SPACEI u p MAX. FIXED SPRAY HEAD LJL O ti M 15" W 48" MIN. MA) HAND HELD SPRAY HEAD L.L.. W CONTROLBOX U � LOCATIONa) 111 0 U cn �_j� U!^ Q ' 0 M 111 FOOT co BACK GRAB BAR/CONTROL WALL DETAILS BATHTUBS (WITH SEAT AT HEAD OF TUB) NOT TO SCALE SEAT HEAD C7 M M z 2 z CO M WALL OPPOSITE SEAT HAND-HELD SPRAYER UNIT TO BE MOUNTED WITHIN 24" FROM SEAT MOUNTING WALL. WATER CONTROLS TO BE MOUNTED BETWEEN 18" -24", FROM 24"- FROM SEAT MOUNTING WALL. 1" MIN. 1-1/2" MAX. � J W Q Z� w0 J a LL FLEXIBLE SHC SPRAY HOSE, MIN. 50" LONG 16" MIN. SHOWER SEAT DESIGN SHOWER SPRAY UNIT THAT CAN BE USED SHOWER BOTH AS FIXED HEAD SHOWER HEAD AN AS A HAND-HELD UNIT SINGLE -LEVER MIXING VALVE _ v M r DING cv) 'ao SHOWER SEAT r - CONTROL WALL SEAT WALL 30" X 60" SHOWER STALL DESIGN - OPTION 2 NOT TO SCALE HAND-HELD SPRAYER UNIT TO BE MOUNTED WITHIN 24" FROM SEAT MOUNTING WALL. WATER CONTROLS TO BE MOUNTED BETWEEN 18" -24" FROM SEAT MOUNTING WALL. FOLDING Z Q SEAT Z 23" MAX Ido o ch k I I 6" MAX I I L --------------J 1412" MAX. �60" MIN. 1" MIN. SHOWER SEAT DESIGN FLEXIBLE SHOWER SPRAY HOSE, MIN. 60" LONG WALL OPPOSITE SEAT SHOWS HEAD SINGLE -L ER MIXING VA VE 4 O O lq- FOLDING `r , SHOWER SEAT — 2% MAX.00 v SURFACE SLOPE `- BACK (LONG) WALL SHOWER SPRAY UNIT THAT CAN BE USED BOTH AS FIXED SHOWER HEAD AND AS A HAND-HELD UNIT T m SEAT WALL 30" X 60" SHOWER STALL DESIGN - OPTION 1 NOT TO SCALE F— W �rn = (D N M O Z Q' O� U >- W 0 J W 1 o oo L O L LL O w 1— W F— C) Q I I cy Q w n U � w w z I REQUIRED CLEAR I z a I FLOOR SPACEI u p Lo I I co LJL O ti M I I 6" MAX I I L --------------J 1412" MAX. �60" MIN. 1" MIN. SHOWER SEAT DESIGN FLEXIBLE SHOWER SPRAY HOSE, MIN. 60" LONG WALL OPPOSITE SEAT SHOWS HEAD SINGLE -L ER MIXING VA VE 4 O O lq- FOLDING `r , SHOWER SEAT — 2% MAX.00 v SURFACE SLOPE `- BACK (LONG) WALL SHOWER SPRAY UNIT THAT CAN BE USED BOTH AS FIXED SHOWER HEAD AND AS A HAND-HELD UNIT T m SEAT WALL 30" X 60" SHOWER STALL DESIGN - OPTION 1 NOT TO SCALE F— W �rn = (D N M O Z Q' O� U >- W � o0 � CD L o oo L O L LL O w 1— W F— C) Q W J J W Y W 0o Q W 07 � W p n U � w w z cn cn _ U O LJL O ti M IA \ VJ ���� v 4 W J W Q Q` n U � w r a 0 VJ rn Lf) U W J W Q Q` r w w z cn cn _ U QU LJL O ti M w r a 0 Z O Wa,.,, W L.L.. W U w 111 U cn U!^ Q ' 0 0 111 co w J 7� L < w w a > r r r _ / J L a r r W m � _ 0 D SCALE AS NOTED PLOTDATE 10/15/10 SHEET AmR05 VISUAL ALARM VISUAL ALARM I- o f o LIJ 100' DISTANCE 4' III rn I O Q Lil ¢ L0 L z .—, MAX.6' HEIGHTOF OBSTRUCTIONS ❑ r-1 I N — — — — L11 J X N U < U LL Ch I �\ Q 4 i W J W W SPACES EXCEEDING 100' N (a) HIGH FORWARD REACH LIMIT Y U) w w a 19' MAX OVERHANG TABLE OR COUNTER HEIGHT: 28"MIN. X p O 50' DISTANCE UUU Lu -' I fill PERMITTED I TOVISUAL ALARM VISUAL ALARM cw 1 I OPTIONAL I i POST o CLEAR FLOOR i SPACE I 34°MX. �30" �;��~' y" c0 Z 72E-L--1- T - L----------------' -- 48"MIN. MSN N �W/ L.L co SIDE REACH ARRANGEMENT Lx/// Z � U Z 4' 4 W COMMON CORRIDORS, HALLWAYS, ROOMS & SPACES o a 1 -- -- 1 (b) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION V VISIBLE & AUDIBLE ALARMS o 1 I IV REQUIRED KNEE CLEARANCES FORWARD REACH Li. Q 13 a sP AOR (D 6 NOT TO SCALE L I T i Y i—/r I co I I NOT TO SCALE NOT TO SCALE �— W rJ�_-I � i i ---� 10„ 2, _ 6„ C/) (If ELECTRIC (SEC.111713fl21 THERMOSTATS SWITCHES (SEE SEC. 210 30"MIN. -�' I w STROBE (VISUAL ALARM) 30 INC F Y IS LESS THAN INCHES, THEN X SHALL ,�— NOTE: IF Z IS GREATER THAN 12 INCHES, THEN Y SHALL BE I IMAX. I 't w Q BE GREATER THAN 27 INCHES GRATER THAN 30 INCHES I I F Q FORWARD REACH ARRANGEMENT I I -=> � � LLI p — FIRE o ALARMS MINIMUM HEIGHT OF KNEE CLEARANCE � I I I - II Q L L - - -� I 10" 2'-6" _ � a - - - - - - - AX. O- ~ FIRE ALARM AT 48' PER '' zSTATE FIRE MARSHALL p a x _ NOTE:2IFXISGREATER THAN CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW SIDE REACH LIMITS Q _ M v in '- X Q 41NGHES, THEN ANADDITIONAL co MANEUVERING CLEARANCE v OF6INPROVII)CHESSHALLBE - N 6-1[2' MAX ch DEPTH OF SINK 2' 2'-6" .- O C5 N z N OO 2�J, U, CONTROLS AND OUTLETS k LONG CLEAR WADE X 48• Q� a ELECT. WINDOW PULL (SEC.11176.6) z TO COUNTER OR RIM OUTLETS OPERATORS CORDS SEE SEC. 210-7 & 380-8 � N CALIFORNIA ELECTRIC CODE 30-MIN. _ MINIMUM 30'X 48" 19' ABSOLUTE DEPTH FULL HEIGHT ENCLOSURES CLEAR SPACE FOR OF KNEE/TOE CLEARANCE FRONT APPROACH 1 p I X c CV < / c/) Lf ) MAXIMUM SIDE REACH OVER OBSTRUCTIONS0 (aj 14 CONTROLS & OUTLETS 10 TELEPHONES G SINK AT NON-COMMERCIAL KITCHEN, EMPLOYEE LOUNGE, ETC I�OSCALEREACH Q Q U M W NOT TO SCALE NOT TO SCALE 6(:)-2 NOT TO SCALEui F— Q` w r w I � � in Z u M i -J Lo (A) FORWARD REACH REACH DEPTH REACH DEPTH I 1 1 I I 1 1 I o I I I I e7 LESS THAN 20• I BETWEEN 20-25" --1 r I I [Ql3 30" 30" 48" 48-4 19" 19" <0 \� CLEARANCE UNDER \ �� CLEARANCE UNDER OBSTRUCTION MUST BE OBSTRUCTION MUST BE EQUAL, TO OR GREATER THAN EQUAL TO OR GREATER THAN REACH DEPTH TO OBJECT REACH DEPTH TO OBJECT (B) FORWARD REACH OVER OBSTRUCTIONS MINIMUM CLEARANCES FOR SEATING AND TABLES 7 NOT TO SCALE TT 1 U 'v 2Q U) c`o W o) - W N \��� � 1 CASHIERS 10'MAX (C) SIDE REACH (D) SIDE REACH (REACH DEPTH 10" OR LESS) OVER OBSTRUCTIONS W Q SHELF ROD SHELF (W w Q < > M WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION SUCH AS(BUT NOT LIMITED 10)co W 0 m (L \/ / co A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATION_ AT LEAST 5 PERCENT (5'/.),BUT NEVER LESS THAN ONE OF EACH TYPE OF STATION SHALL BE i Go LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36 INCHES LONG AND NO MORE THAN 28" - 34" HIGH . OVER Z �, I 10• OVER SCALE AS NOTED < -21• �� 21• �� PLOTDATE 10/15/10 MAX MAX SHEET (:D__COUNTER AT MULTIPLE TRANSACTION STATIONS 4 STORAGE A�R06- NOT TO SCALE NOT TO SCALE ACCESSIBILITY FOR GROUP A OCCUPANCIES LU o o SNDLULL 0 p /Nc F-- NLo N W p Cf)Q MIN. 3 'MIN. _ Lo W O C=) V (D LL LO LU IN STADIUMS WHERE SPECTATORS _ 4� CAN BE EXPECTED TO STAND \\ 2 MIN. O O 3 "MIN. O O w Q X = DURING THE SHOW OR EVENT (FOR v la O O la O O '' ® � LL EXAMPLE, FOOTBALL, BASKETBALL. BASEBALL GAMES, OR ROCK '_ w `t CONCERTS ALL OR SUBSTANTIALLY 9' �: - � I j w ALL OFTHE �WHEELCHAIR SEATING � � 1a' � � ❑ ��•Mir�- to Y LOCATIONS MUST PROVIDE A LINE � � � � MAX. ��\ /��\� ��\ ���36MIN- W W OF SIGHT OVER STANDING �` SPECTATORS. A COMPARABLE LINE Fig_13-A 0° o SingOF SIGHT ALLOWS A PERSON USING Sin le Bed in Room p A WHEELCHAIR TO SEE THE (A) SIDE REACH (B) SIDE REACH OVER OBSTRUCTION NOTE: SHADEDAREA MUST PLAYING SURFACE BETWEEN THE �NoiN PROVIDE T MINIMUM HEADS AND OVER THE SHOULDERS ° ° p G 60" MIN. 48" MIN. t� VERTICAL FLOOR OF THE PERSONS STANDING IN THE ROW IMMEDIATELY IN FRONT AND OVER THE HEADS OF THE PERSONS U SHAPED KITCHEN TYPICAL KITCHEN STANDING TWO ROWS IN FRONT. 17'MAX- 1. REMOVABLE BASE CABINET WITH 1. REMOVABLE BASE CABINET WITH W FINISH FLOORING BENEATH. FINISH FLOORING BENEATH.15" N 2. 30" WIDE REPOSIONABLE COUNTER 2. 30" WIDE REPOSIONABLE COUNTER MIN. TOP WORK SPACE AND SINK. TOP WORK SPACE AND SINK. N 7' MAX (C) FORWARD REACH 30 MIN. W A REACH DEPTH REACH DEPTH Fig.13-B Fig.13-c �— LESS THAN 20" BETWEEN 20-25" Two Beds in Room Lift Device Clearances = REQUIRED CLEAR SPACE IN KITCHENS. U REQUIRED MANEUVERING CLEARANCES AT KITCHENETTES AND WET BARS Or– C BEDS INACCESSIBLE TRANSIENT LODGING < ��SP 1 1 1� 4 W MAX. MAX. L.L. NOTIFICATION DEVICE A i � ELECTRICAL OUTLET UJI i NOT CONNECTED OR ^•� / � � DQ ODQ AUXILIARY CLEARANCE UNDER ��TO AUXILIARY ALARM ALARM L UTION MST TO�VISUALALARM EQuALTOoRGREATER THANEGUAL MST CONNECTED TO BUILDING Q REACH DEPTH To OMCT EMERGENCY ALARM SYSTEM W O REACH Trani To on.>Ecr TELEPHONE U (D) FORWARD REACH OVER OBSTRUCTIONS C14 < a 30" MIN. I� _ b BEFORE REMOVAL OF CABINETS AND BASE tL O CABINETS AND BASE REMOVED AND HEIGHT � � _ .. ; _ • _ _ . _ U ��5 � d' � ALTERNATIVES DEPTH OF DEPTH ,�,� `� �cli w 24" OR LESS OVER 24" COUNTERTOPS: A minimum linear length of 30 inches of countertop SEPARATE VISUAL NOTIFICATION2 CIO Ix qtr shall be provided for the kitchen sink and a minimum linear DEVICE FOR INCOMING TELEPHONE O length of 30 inches of countertop shall be provided for a work CALLS AND FLOOR KNOCK OR BELL ELECTRICAL OUTLET TIED TO a J�P COMPARABLE LINE OF SIGHT REQUIREMENTS 30" 3g" surface, both of which shall be designed to enable repositioning BUILDING EMERGENCY ALARM to a minimum height of 28 inches. the sink and work surface may FOR WHEEL CHAIR SEATING I N STADIUMS ''ENO/N I I�No be i single isdi integral unit, rin a separate components. The base Q G I O p pyG I cabinets directly under sink and work surface counter areas, which 4' MAX. ELECTRICAL OUTLET are designed for repositing, shall be removable to provide FOR'TEXT" PHONE ° J ° J I clearance for a wheelchair. C The sides and back of adjacent cabinets, which may become TELEPHONE CONNECTION 4 I exposed to moisture or food handling when a countertop is lowered, TELEPHONE CONNECTION shall be constructed of durable, nonabsorbent materials appropriate NE TELEPHONE WITH VOLUME NOTICE I for such uses. Finished flooring shall be installed on the floor CONTROL CAPABLE OF MIN. AISLE SEATING LOCATIONS I I beneath such countertop. 12 dbA MAX 18 dbA WITH REMOVABLE OR FOLDING ( EXCEPTION: Stone, culture stone and filled countertops may be used ABOVE NORMAL ARMRESTS (OR NOARMRESTS ON THE AISLE SIDE) ARE I withouts meeting the repositioning requirement(� AVAILABLE FOR PATRONS C� REMOVABLE OR REQUIRING ENHANCED Lo FOLDING ARMREST ACCESSTOSEATING s` �0 Q U Ljj SIGNAGE REGARDING AVAILABILITY 3Q+ �$ (�� J OF AISLE NTICKET OFFICE SEATING TOBPLPEONLY) M/N ` MSN MSN �O NOTIFICATION DEVICES AND TELEPHONES IN a Xx X ° ACCESSIBLE TRANSIENT LODGING W Qy (A) FORWARD APPROACH TO OBJECTS WITHIN ALCOVES DLL 5�E EACH SUCH AISLE SEATING LOCATION MUST BE IDENTIFIED BY i i F P� A SIGN OR MARKER. 1 ' MAX Q W NOTE IT IS NOT RECOMMENDED TO USE THE INTERNATIONAL SYMBOL OF O I `T LLJ O ARMREST ACCESSIBILITY FOR THIS SIGNAGE SIGNAGE OR MARKER CONFIGURATION r IS UNLIMITED AS LONG AS SEATING CAN BE LOCATED. Y I I 26 MIN- 40" MIN. I � _ - 1 ONE PERCENT (1%) BUT NOT LESS THAN ONE (1) OF ALL FIXED SEATS MUST BE AISLE SEATS WITH DEPTH OF DEPTH �so+ 15r " I - NO ARMREST ON THE AISLE SIDE, OR REMOVABLE OR FOLDING ARMREST ON THE AISLE SIDE "OR LESS OVER 15" MIN L__-_ ---- L- _- • z � z = ao+M/N ---- I � I qg" ZD 30 MIN. _ C7 0" SINK COUNTER AND ADJACENT i U. M AISLE SEATING vFNo REQUIRED CLEAR FLOOR SPACE /NG �Flyp COUNTERTOP WORK SURFACE UNDER WORK SURFACES LID Q 0 / NOTE REPOSITIONING OF SINK COUNTERTOP REINFORCED AREAS FOR INSTALLATION O WORK SURFACE MAY BE SEPARATE OR AS A SINGLE UNIT OF GRAB BARS (A) WATER CLOSET IN ADAPTABLE BATHROOMS i ADJUSTABLE SINKS AND 4g Y COUNTERTOP WORK SURFACES s" s" MAX. s" MAX. s" a' -,.< M`N 24' MIN. �,. MIN. 24"MIN. Z MSN MIN. 30 0 ONE PERCENT (1%) BUT NOTE LESS THAN TWO (2), OF THE TOTAL SEATING PROVIDED SHALL PROVIDE SEATING (B) SIDE (PARALLEL) APPROACH TO OBJECTS WITHIN ALCOVES Z-__--__ -- I ova t t t t FOR SEMIABULATORY INDIVIDUALS. \\J SUCH SEATS SHALL PROVIDE AT LEAST rLR" 24 INCHES (24') CLEAR LEG SPACE M _ rN M t t r r BETWEEN THE FRONT OF THE SEAT TO THE NEAREST OBSTRUCTION OR TO THE BACK OF THE SEAT IMMEDIATELY IN FRONT. G\EPR NOTE: THE AREA OUTLINED IN DASHED LINES REPRESENTS LOCATION FOR FUTURE CONTROLS AND OPERATING MECHANISMS, INSTALLATION OF GRAB BARS FOR TYP. FIXTURE CONFIGURATIONS VENDING MACHINES 4"BENCH I (B) LOCATION OF GRAB BAR REINFORCEMENTS SEMIABULANT SEATING �"FOR ADAPTABLE BATHTUBS MIN M/N SEAT - C///) t ACCESSIBLE SEATING REQUIREMENTS 4a" IN ASSEMBLY AREAS ACCESSIBILITY FOR GROUP A OCCUPANCIES AA 60" MSN fW, z z z -------__U �/� 60'x60" 18' MIN----------------- W 36"MIN. 24" MIRROR CLEAR FLOOR SPACE ------- _______x MAX- CLEAR PASSAGE (FULL LENGTH Q ' (4T PREFERRED) _ Qf �. ^ (y)M (V S m W V GOPtNOOK NOTE: THE AREA OUTLINED IN DASHED LINES REPRESENTS Q W O O Z LOCATION FOR FUTURE INSTALLATION OF GRAB BARS w F o o (C) LOCATION OF GRAB BAR REINFORCEMENTS j Q �- 0 Z:a . W FOR ADAPTABLE SHOWERS Cn g in w� TRAY SLIDE 20" W Q � m W ' LO O ` MAX _ /` rn U) NOTE IF COAT HOOKS ARE SCALE AS NOTED MOUNTED BEHIND MAXIMUM HEIGHT ALLOWED P L O T DATE 10/15/10 TABLEWARE AND CONDIMENT AREAS IS 48"FROM FLOOR FOOD SERVICE LINES SHEET � - FOOD SERVICE LINES, TABLEWARE FITTING AND DRESSING AND CONDIMENT AREAS ROOMS AmR07 J - - -- ----------- --- i --------- - � C - o----�-- d ^' - O' -- ----mak 18-�0 ' 22'-C" 2C' -C" i I I I I I ' I j . 1 12 �- -� 12— 1 rr ^� L' ❑, ( p 12 I - _ --- ` i- _lLj \J I- l 1.. !� I I ! = ! I ❑�813 F r 12 -' -- -- - — ----- — -- - - - --- — — - -- - r -I (D -f7,, r I U ! 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SEE SECTION E/51.3 - - - -- -- -- CRACK CONTROL JO!NT. MAY BE EITHER COLD JOINT OR SAWCUT P=R, R CCNCRET_ SLAB CON57R'UC7ION I NOTES BELOW. # MARK PLAN DIMENSIONS PLAN DETAIL SECTION TOP REIN=ORCING BOT TOM REIN=ORCING ! 3'-6" X 3'-6" 4/51.3 G/513 3 - 14 x 3'-C" E.W 4- 04 x 3'-O' E.W. ---~' 2 4'-C" X 4'-O" A/51.3 C/513 3 - 14 x 3'-6" E.W. 4- 04 x 3'-6 3 4'-6" X 4'-6" 4/5'.3 C/513 4- •4 x 4'-0" ESU. 5- 04 x 4'-C' E.W, 4 5'-0" X 5'-0" A/SL3 C/513 4- 04 x 4'-6" E.W. 5- 04 x 4'-6" E.W. 5 5'-6" X 5'-6" 4/51.3 C/5:.3 4 - 04 x 5'-6" E.W. 6- 15 x 5'-C" E.W. 6 6'-0" X 6'-O" A/51.3 C/513 5 - 14 x 5'-6" E.W. 6- 05 x 5'-6" E.W. 7-C" X i' -O" 4/5!.3 C/S13 5 - •4 x 6'-6" E.W. 7- 15 x 6'-6" E.W. 8 7'-6" X i'-6" A/SL3 C/51.3 6 - 04 x 7'-O" E.W. 8 - 05 x i' -a E!W. X 8'-O" 4/5'.3 C/5i3 �, 6 - 14 x i'-6 E.W. 8 - 05 x i'-6 E.W. 10 I N.A. !I 2'-8" X 6'-O" 5/51.3 D/513 3 - 04 x 5'4"" - 6 - 04 x 26" 3 - 14 x 5'40" , 6 - "4 x 26 12 3'40" X 3'-6" 5/S!.3 D/513 3 - 04 x 3'-O" E!W. 4- 14 x 3'-O" E.W. - 13 4'-O" X 4'-O" 5/51.3 D/51.3 3 - 14 x 3'-6" E.W. 4- •4 x 3'-6 E.W. 14 4'-6" X. 4'-6" B/51.3 D/51.3 4- "4 x 4'-C" E.W. ! 5- 04 x 4'-C" E.W. FOOTING= SCHEDULE SOIL NOTES 1. FOUNDATION DESIGN 15 BASED ON RECCC"-ENDATIONS IN lGE07EGi--NIC4L ENGINEER!NCs INVESTIGATION REPORT FCR LUN -BERG FAMILY =ARMS VISITOR CENTER, OFFICES AND LUAREu0U5E EXPANSION, 5311 MIDWAY, RICHVALLE, BUTTE COUNTY, CALIFORNIA PROJECT NUMBER 70304-C3, BY WC: DREGE AND KULL 0= C+ -+'CO, CA, 2. BASED ON INFORMATiCN PROV'DED B'T' TWE CCNTRACTCR, TWE BU!LD'NG S!TE WILL RECEIVE A=PROX1w1ATE_l - 3' 0= ENGINEERED FILL ABOVE A 5-'ECI4LL" PREPARED 545E OF EXIST NG SOIL. ALL FCCTINGS ARE DESIGNED TC BE BASE. IN TWE ENGINEERED F'LL. 3. 545ED ON TWER RECCOMENDATIONS IN TWE 5CIL5 REPORT, TWE FOLLOW'NG DESIGN PARAMETERS WERE USED FOR FOC-iNG5 EMBEDDED 24" !NTO T,=E ENGINEERED FILL: BEARING CAPACITY: 3000 PS= FCR DEADLOAD - LIVE L04D5 3EA0 P5= FOR LOADS INCLUDING W!ND 4 5Ei5(''!C LATERAL BEAR'NG CAS-ACITY: 300 PC= (EQUIVALENT FLu!D =RE55JRE) 4. SuOULD FIELD CONDITICNS D!=ER FROM 7W05E DE5CR'BED ABOVE, TuE ENG (NEER S"OULD BE N07ir!ED 4NN ACTIONS TAKEN 45 D RECTEa, CONCRETE SLAB CONSTRUCTION CONCRETE SLAB AS eL40,,JN ON TuE F= -!4N5 15 TWE M!NlMUM TW CKNESS AND r _ RE I F I _ N OR., NG IR F TA IT REQU ED FOR I T AND B L Y C S EEL BU'LD NG N A A '- F D .5 D�QU OR c NORMAL CO'1MERCIAL U5E INCLUDING PNEU"�ATIC TIRED VEN!CJLAR TRA=FIG, !F HEAVY LOADING FRC`1 STORED ,MATERIALS, R4CK5, FORKLIFTS OR STATIONARY ECJ!P^1ENT 15 ANTIC!PATED, TuE ENGINEER SHOULD BE NOT!=iED AND SLAB Tu1CKNE55 AND REINFORCING MAY BE ADJUSTED. 3. CRACK CONTROL JOINTING 5W0W'N MAY BE ALTERED AT THE CON'RAC-CR'5 C'=-iC\ PROVIDED TWE JC!NT5 ARE SPACED AT A�'PROXIMATELY 12' INTERVALS !N BOT- DIRECTIONS. TWE MAXIMUM SPACING SHALL !N NO CASE EXCEED 20. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH 45 ZIP -STRIP OR KEY-KOLD IN TWE CONCRETE CR BY SAW-CJTTING TWE CONCRETE AS SOON 45 PRACT!CABLE AFTER PLACING. IF SAWCUTTING 15 TO BE USED, AND NO SPECIAL JOINT DETAILS ARE SHOWN ON T�+E PLAN, CARE ^1uS7' BE EXERCISED 50 AS NOT TO CUT i4A!RP!N5, FRAME TIES OR CrWER 5TRUCT„R4L REIN=ORO (N!s. 5. UNLESS 5='ECIF!ED 07uER'W1SE, REINFORCING SuALL BE CCNTINUCUS TWROUG�» T�:E CRACK -CONTROL JOINTS. CONCI;MTE NOTES 1. CONCRETE SuALL BE A CO`-MERCIALL`" AVAILABLE TRANS!-- M!X PROPERLY PROPORTIONED AND DELIVERED TO TWE SITE IN READY-M1X TRUCKS. AGGREGA SIZE SuALL BE A MAXIMUM O= !-1/2" IN r-OUNDATIONS AND 3/4" AT ALL CTWER LOCATIONS. SLUMP SuALL NOT EXCEED 4". CURING COMPOUND SuALL BE S°'RA ON ALL EXPOSED SUR=ACES IM 1EDIATELY AFTER FINAL TROWELING. ?. ALL GEMENT 56 -:ALL CCN=CR"^ TO ASTM STANDARD C-150. ALL AGGREGATES 51:4 CON=CRM TO 145TM ST.4ND4RD 3. CONCRETE USED FOR FOUND47ION5 AND SLABS ON GRADE SHALL NAVE A MINIML 2a -DAY CC"1PRES5IVE S-RENGTu CF 3000 =51. AND 5WALL NOT CONTAIN LESS THAN 5 SACKS CF CEMENT E'ER CUBIC YARD. 4. AIL RE'NFCRCINC: BARS 5=-44LL BE GRADE 40 (FY=40,000 PSI) EXCEPT W'WERE NOTED CTWERWISE. REIN=ORCING 5u4LL CCNFCR^, TO ASTM STANDARD 4-615 EXCEPT WuERE 'WELD!NG OF REBAR 15 RECU!RED WuERE REINFORCING CON=CRM! TO ASTM 4706 SuALL BE USED. 5. REIN=ORCING MAY BE WELDED CN -'T- AS 5WOWN ON 7WE5E PL4N5. TACK W'ELDIN` TO :»CLD FCR ALIGNMENT 5�4LL NOT BE ALLOWED UNLESS APPROVED BY 7i�E ENGINEER. PRET-4E4T ALL "" AND LARGER BAR PER 4W'5 D14-92. P`REWEAT NOT RECU'RED =OR BAR SIZES 06 AND 5""4L_ER. 6. REIN=CRC'NG SuALL BE LAID OUT TO M!N!M!ZE TuE NU'"BER C= 5PL!CES. S=LICE' N CCN NUOUS REINFORCEMENT FOR BAR S ZE5 1*3 T"ROUGH •8, SHALL LAP 45 NOTED ON TuE FANS OR 45 FOLLCUi&i GRADE 40 RE'N=CRCING BARS: P`!N'MUM Or 32 BAR D!4METER5. GRADE 60 RE NFORC!NG BARS: M NIMUM CF 4e BAR DIA";_:7ERS. 12" OR 2 -',DIRE SPACES, W�1'CHEVER IS G-rcEATER_ uERE A;.L 54R5 IN A "!AT CR SECTION O= A BEA"' ARE 5="!CED AT THE SA""E LOCATIOti OR MORE TLAN 12'' O= FRES- CONCRETE IS TO BE PLACED BELOW' TWE T+-=_ ABOVE D!5TANCES S-4L1L BE INCRE45ED AN AD -_;TIS .. ,ANAL 0 3" o- Sl--'LICES !N BARS LARGER "WAN 1*8 SHALL BE ONLY A5 5uO,:N ON 7"E PL4N5. UNLESS SuOWN CTWERW!SE, TWE '',N''M:M CONCRETE COVER FOR REIN=^RC!NG SuALL BE 2" EXCEPT '_`"EN CONCRETE IS TO BE PLACED D'RECTLY AGAINST EAR'W W'uERE IT S -+ALL BE 3" 8. 411-L ANCuCR BOTS 6 -1 -ILL CON=CRM WITH AS 4-30T. °. S=EC!AL 'N5PEC?ION O;: CONCRETE =OR FOUNDATIONS AND SLABS CN GRADE 15 NOT REQU'RED PER EXCEPTIONS 1 4 3 TO CBC SECTION 1104.4. Ul w Owv Oz�< W �cp W Q z luu 0 DWU a�z�a wig Wind �1 z F_ I� O �w 0 OZ w',n zO O 07 Iwo , F- ,oWJ �i!Z N < !WWQ �o �C— O "­ "t �U!LDING 2 ONLY UNLESS NOTED UNLESS NOTED OTr--ER'w'I5E ON OT,4ER'-`!eE ON PL4N5 PLANS DETAIL NTS ✓ UN-! E5e NOTED ✓ UNLESS NOTED CTS ERJ15E ON 07S-ERw'15E CN P! ,ANS DEANS hETAIL rP7�� NTS �-3 STEEL COLUMN BY BUTLER M 4NUF4C;%;R!NG \ ANCHOR BOLTS OR \y ROD5 A5 NOTED ON FO I ND47•ON P� AN PL457IC +•1EA7NG TUBING AS REGJ'RED GNCINOR BOLTS :)R RODS 45 4OTED ON =LAYS 3LOGK Ou- CURB AS ZECCJ!RED AT BJILD':NG :OLU''"IN5. FILL W'/ iROUT AFTER STEEL SAS BEEN ERECTED. GNC- C,R BC_'S iR RODS A5 w^'E D ON =-ANS BLOCK CJ" FLOOR SLAB AROUND COLUMNS. FILL WITH GROUT A=TER =LCOR SLAB 15 IN PLACE. PLASTIC SHEET INSULATION TC EXTEND OVER PAD FOOTINGS 6" CONCRETE SLAB 0-1--I •3 C5" C.C. E.W. OVER: S-4EET IN5'JLATION 2"t SAND IC MIL v'SCUEEN 4't CLEAN GRAVEL .. �, �s FRAME TIE WEER_ GO" =141—ED FILL I GO""=4C:7ED F'LL PER SOILS RE"ORT PER FOOTING SC+�EDULE I, PER 50IL5 REPORT S�GTIO�I C NTS STz=cL COLD -IN BY BUTLER MANUFACTURING 4NC�40R BCLTS OR RODS AS NOTED ON FOJND ATION PLAN SLOPE FT. BLOCK OUT FLOOR SLAB TO MATO 16" SQR PEDESTAL. FILL W/ GROUT Ar -TER FLCCR SLAB IS IN PLACE. 6" CONCRETE SLAB WIT, 03 618" C.G. E.W. OVER: 4"t GLEAN GRAVE'_ � a Cw +---�r----•r (L TOP RE!N=ORGING - �'=R FOOTING �,� �9 ot) SCHEDULE i U BCTO'"' RE,N�OR ING / •� , PER FOOTING- SC�+EDULE I` PER FOOT ING SGS-ED—ULE y =ER 50'-5 RESORT 6 't CONCRETE SLAB w'T-- •3 6'8' O.G. E.W. OVER: CLEAN GRAVEL W SE CT I ON 2 - 04 CONTINUOUS A O T TO9'� 6" GCNCRETE SLA'✓ w'7- O.C. / •3 fi'8" O.C. E.W. OVER: S-EET N5'J1­4T�CN -- 2' t SAND `O MIL V-caJEEN I ' .:°t GLEAN GRAVE_ (1' J . ��� �r ,.♦ rT4 h, Tfh+-LS;lr.�p! �`Tl }t'!",}l " - , 4 7 — --— ' tj J �I 4" 04 L TURN SOCK OFF. DIREC71CN AT AL TER:NATE BARS PER SOILS RE�CRT - i I j •� GCN-'N�C�� A- 6 ----,;r 2 - •4 CONTINUOJS AT BCT'C- SECTION\! K U='*� "NTS KSL-1.3 .) PLASTIC SLEET O 18^ INSULATION TO EXTEND OVER PAD FOCTINGSI •4 i8" Com. MINIMUM CF I jr� 2 AT EACI-1 S'DE O= 6 '. 5 R_TE CCN, -_IAB r- = 2 _ .4 FOOTING UTN 03 e18" O.G. E.W. CONTINUOUS OVER: I CLEAN GRAVEL 6" CONCRETE SLAB wIT�-• •3 e'8" II /O C. E.W. OVER: SuEET IN5JLATICN 5LOPE 2"t SAND 4"t CLEAN GRAvE'L I � w y—,dot s� tae .te a me' — — — — — — 16 �q rr. .. T, ✓, t 1 COr`4CTED FILL PER 5C'L5 RE�CR' •4 FROM PERIMETER FOOTING FOOTING AS 5"0'' CONTINUCJ5 TNROUG�-; FRAME ON FOUNDATION FOCT ING PL AN SECT I ON HTB %V 6" CONCRETE SLAB W'7,4 03 ¢'8" O.C. E.W. OVER:\ 4't CLEAN GRAVEL SLOPE j" / =T O •3 � ,� 18' � O.C. i 3/4" CSA"^=ER CCN57R'JCTI0N JOINT — _--- –- --------L---i-----i 0III— J i� r..r Il tvI • ■' .. i L ti w y G r`L y w'•�v { hl 7 i - s 1 - PER FOOTING — U-- -------- �:�---�— SECTION C� I— NTS 5 TIE RE'N=ORG'NS TO U! � i � GOM�ACTEp FILL E%Z' (NATE LL) ITI•- STANDARD PER SOILS REPORT NOOK AS 5•—•OWN --! ' i ' _-" I � i--3.--L—.i--A--)k—L—­r— -- BCTO**� —1Nol- .. �, �s FRAME TIE WEER_ GO" =141—ED FILL I GO""=4C:7ED F'LL PER SOILS RE"ORT PER FOOTING SC+�EDULE I, PER 50IL5 REPORT S�GTIO�I C NTS STz=cL COLD -IN BY BUTLER MANUFACTURING 4NC�40R BCLTS OR RODS AS NOTED ON FOJND ATION PLAN SLOPE FT. BLOCK OUT FLOOR SLAB TO MATO 16" SQR PEDESTAL. FILL W/ GROUT Ar -TER FLCCR SLAB IS IN PLACE. 6" CONCRETE SLAB WIT, 03 618" C.G. E.W. OVER: 4"t GLEAN GRAVE'_ � a Cw +---�r----•r (L TOP RE!N=ORGING - �'=R FOOTING �,� �9 ot) SCHEDULE i U BCTO'"' RE,N�OR ING / •� , PER FOOTING- SC�+EDULE I` PER FOOT ING SGS-ED—ULE y =ER 50'-5 RESORT 6 't CONCRETE SLAB w'T-- •3 6'8' O.G. E.W. OVER: CLEAN GRAVEL W SE CT I ON 2 - 04 CONTINUOUS A O T TO9'� 6" GCNCRETE SLA'✓ w'7- O.C. / •3 fi'8" O.C. E.W. OVER: S-EET N5'J1­4T�CN -- 2' t SAND `O MIL V-caJEEN I ' .:°t GLEAN GRAVE_ (1' J . ��� �r ,.♦ rT4 h, Tfh+-LS;lr.�p! �`Tl }t'!",}l " - , 4 7 — --— ' tj J �I 4" 04 L TURN SOCK OFF. DIREC71CN AT AL TER:NATE BARS PER SOILS RE�CRT - i I j •� GCN-'N�C�� A- 6 ----,;r 2 - •4 CONTINUOJS AT BCT'C- SECTION\! K U='*� "NTS KSL-1.3 .) PLASTIC SLEET O 18^ INSULATION TO EXTEND OVER PAD FOCTINGSI •4 i8" Com. MINIMUM CF I jr� 2 AT EACI-1 S'DE O= 6 '. 5 R_TE CCN, -_IAB r- = 2 _ .4 FOOTING UTN 03 e18" O.G. E.W. CONTINUOUS OVER: I CLEAN GRAVEL 6" CONCRETE SLAB wIT�-• •3 e'8" II /O C. E.W. OVER: SuEET IN5JLATICN 5LOPE 2"t SAND 4"t CLEAN GRAvE'L I � w y—,dot s� tae .te a me' — — — — — — 16 �q rr. .. T, ✓, t 1 COr`4CTED FILL PER 5C'L5 RE�CR' •4 FROM PERIMETER FOOTING FOOTING AS 5"0'' CONTINUCJ5 TNROUG�-; FRAME ON FOUNDATION FOCT ING PL AN SECT I ON HTB %V 6" CONCRETE SLAB W'7,4 03 ¢'8" O.C. E.W. OVER:\ 4't CLEAN GRAVEL SLOPE j" / =T O •3 � ,� 18' � O.C. i 3/4" CSA"^=ER CCN57R'JCTI0N JOINT — _--- –- --------L---i-----i J i� r..r Il tvI • ■' .. i L ti w y G r`L y w'•�v { hl 7 i - '4 CCN' �I 111 I SECTION C� NTS 5 6 ' GCNCRETE ..LAR W"'-• O.G. E , C ✓E R. O 5 EE'N5':LG''Cti SAND a't GLEAN GRAVE_ i 4- 'S X A- :•/5',.3 4 - •-- GCS. '�,'�CJS A' I/S 3 5EGTION5 I w I; o I� Q N T Ui N I 1 fY Cv p t� O a te (; U _ a4cy (y 0 Illi a (y (Y Fl o (Y U11 Oj ZI p (fl ul O , . I O' w N N a F-Nh s Z 00), ® ato W -j J t �Re M .j CA —— �., ? (� C ® w ll J ' N to J 0 — 0Vw > �'z Z _ O ii a O Z v J_ al V h ui Z ., GC s W C) (Y JWI O ell UU.a wU) ; 3 ' J o OX00 M 0 w C4 M�com�Z told dl cn VI etd�a L.tJ I F SCALE: 3/32"• 1'-O" JOB N0: 10014 BILE: CD14/10014/ 014-513DWG Qgpf ESS/0H 1 r147 rfil 93 8/30r2 !' ;�J�e. •CIM p4� � OF OAL�F 11/16/10 SHEET OF 13 --------L---i-----i J i� r..r Il tvI • ■' .. i L ti w y G r`L y w'•�v { hl i �I 111 I E U! � i � GOM�ACTEp FILL PER SOILS REPORT 4- 'S X A- :•/5',.3 4 - •-- GCS. '�,'�CJS A' I/S 3 5EGTION5 I w I; o I� Q N T Ui N I 1 fY Cv p t� O a te (; U _ a4cy (y 0 Illi a (y (Y Fl o (Y U11 Oj ZI p (fl ul O , . I O' w N N a F-Nh s Z 00), ® ato W -j J t �Re M .j CA —— �., ? (� C ® w ll J ' N to J 0 — 0Vw > �'z Z _ O ii a O Z v J_ al V h ui Z ., GC s W C) (Y JWI O ell UU.a wU) ; 3 ' J o OX00 M 0 w C4 M�com�Z told dl cn VI etd�a L.tJ I F SCALE: 3/32"• 1'-O" JOB N0: 10014 BILE: CD14/10014/ 014-513DWG Qgpf ESS/0H 1 r147 rfil 93 8/30r2 !' ;�J�e. •CIM p4� � OF OAL�F 11/16/10 SHEET OF 13 • O C07 00 r O 0 N 201-01, 20'-O" @ ie --------------------------------- 10 I I I 10 1 I S I L_J L J L_J L_J I I—� I— ------------ --- —I-7 I I I I------�— .. — -- --- L J J I L --J ; L� L J li I ll ! I I I II I ! II I II I I o I' ---------- --+ — ------ ---�-- N�-------I I II I I 20'-0° I , o L J !"O I ; L J I �� �) I I I S 8114 j '� I I--- --- — --- -- I i I I L I � , 81.461 81st I I Ij I 7 -1 I�1------ ------ - ------ f ri L I I INTER10FR" 1=00 i INGS SOUTH: 1/S" = V-0" KEY X 5!I`1P50N 5/4D8 NOLDOWN. SEE 83. 6" CONCRETE 51 4B WITH 03 6!8" O.C. E.W. OVER: 5f­IEET INSULATION 2"t SAND IC MIL V!SCUEEN GONSTR'JCTICN JOINT a"! CLEAN GRAVEL 1 I Y it ti r`�)—+Xyr N GOM. ACTEC FALL J 18�� I PER 50IL5 REPORT Q •4iv 6 IS" O.C. TURN ALTERNATE BARS 05 X GCNTINUOUS OFF DIRECTICN TCP t BCTTC SECTION KA"� _ N78 . , l- O 0 O 6" GCNCRETE SLAB WITS 03 618" O.C. E.W. OVER: 5�-IEET INSULATION 2"t SAND 10 MIL V15CUEEN CONSTRJGTION JOINT 4"t CLEAN GRAVEL U y co (V Y;- �� � :.moi•• •ti I J.'� •.r�, i �••' , ti- r/'L; � 1 �I CV`lFACTED FILL 18" PER SOILS REPORT •a N s 18" C.G. TURN 6 6 18" ALTERNATE BARS OFF DIRECTION 12" Fz::� "4 e 1O.G. TURN ALTEATE BARS EX!STiNG FRAME O OFF DIRECTION TIE TO RM EAIN VE VT I ON i I iii I I I I I I ! I I I III I I I I I I I I I III I I I I ! Tlr� I I 14I i r — ---� 81.4 I 8IA 61A I SIA I I I L— _jI L--� 1 IL II In 8114 81A I TYP I I 81 d i I TYP I III I I I 81.4 I I LL I I t1 J III i ► I I ! I I I I� I ��I ( I EXISTfNG CURB - I FCCTING TO SERVE I AS BEARING FOOTING 5 THIS AREA ONLY 21'-2" I _ _---- --- ----------=i ! I 10 (— (—T-1 _1— —I-— I I ! .. :: { } L+ J L_J L_J lal I ' I 1 I I I I I i ! i j i i I ! II I II j I I ! 7 ., 7 L _ _J- _ --- - _- --- --- -- __ L i bm "o c 11 13 14 15 a2' -o" S 19 H 4r\n^ INTERIOR FOOTINCzS NORTH: KEY X 5II`1PSON 5/N1D8 �40LDO'UN. SEE 83. "6 X 10" DCWELLS DRIVEN 4" INTO 3/4"s WOLE5 IN EXISTING CONCRETE (NO ADHESIVE RECJIRED) TOTAL 0= 2 EA. LOCATION 177-1 - [ _ IiI=�►I-iL1�= EXISTING STEEL 5uILDiNG FOOTING GOMPAGTED FILL PER SOILS REcDOR T SECTIO C we 20'-O" 0 -o leml 0 �O 5/8"t TYP ! o 10 I 1-ISS6X6X3/I�o � I o �' o I I/2" PL12X12X3/8 "m SfMPSON 'STRONGBOLT' I I I { bSS�oX�oX3/!�o WEDGE ANC -1,40R,5 TO OLD COLUMN FOR ALIGNMENT ONLY. PROVIDE W/ LEVEL t TIGHT NUTS 2000P5! DR`r'F'ACK IT .I W f I_ j=1 i 1 I- -- --� • I ---- • ' _I ! - I "4 X !8 E.W. Q� I, LilI- U; i SC11O`E NTS 51.E KEY ^-- -- WALL FRAMED WITH 43m STUDS m 16" O.G. TYPICAL. STUD DEPTH AS INDICATED ON PLAN- SEE DETAILS FOR FRAMING AT OPENINGS. �r------ WALL FRAMED WITH 33m STUDS a 16" O.G. TYPICAL. STUD WIDTH TO BE 1 3/8" EXCEPT AT DESIGNATED BRACE PANELS SHOWN ON SHEET 53.1 W�4ERE 1 5/8" WIDE STUDS ARE REQUIRED. STUD DEPTH AS INDICATED ON FRAMING PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. WALL FRAMED WITH 25m STUDS * 16" O.G. TYPICAL STUD DEPT14 AS INDICATED ON PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. — — — -- WALL FRAMED WITH 30m STUDS e 16" O.C. TYPICAL, STUD DEPTH AS INDICATED ON PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. I ; I O D O I i 25 .I it 75 I! - D cud p Ov U� :I AREA TO WAVE LIGUTGAUGE FRAMED CEILING WITH GWS FINISH PER ARCH. PLANS. r ��E � JOIST SPAN DIRECTION INDICATED. 1 3626131-33 JOISTS 6 16" O.G. 2. 6005131-33 JOISTS I6" O.G. PROVIDE MIDSPAN BRACE. / 3. 6005200-33 JOISTS 16" O.G. PROVIDE MIDSPAN BRACE. D / ANCI�ORS/CLIPS ANC 4ORS/CLIPS C>— - - - - - - m 32" O.G. 48" O.G. i i II I D �u �O N I �2 i TYP. I' ? JN.C. .... D J X u� �0 0 U� Q D —oJ �A HORS/CLIPSHORS/CLIPS 4 48" O.C. Ll I TYP. ,6„rA U.N.C.25 UN O. UN.O. 81 I I 7. TYPICAL 2• I I 25 82 T1 -P. UN.O. ANCPORS/CLIPS 32" O.C. KA L Q T`!PIGA2. U 2. 2, I':I Q 2• � N _ - UN.O• 2, 1-13 U N.O. UNOCAL �I , . '. � O I �" 2, _ L13] 2. 2 _ e U N.C. � I i I >- ? 2, I UN.GCAL �0 z -- - IIL�� , I i � ; 2• T"PICAL 2. 7. 7. � �f � � ' � I I SIM 2. ` --4i - - --- - -- 3 ------'� O Cw ---------------------------- -- ------------ - ------------------- --- - ------------ --I-- ------- --------- ---------------- I 75 2. c 2• 7. 2. 42, 20 I Ove 7 D z I 2 2. cJ�ti f f 2. TYP cA� 2 J Q U.N.C.Q i 2 6" U 7. 2. a 2. 4 I T - PICAS 2.2. 2. 7. ? U VF � z � ? z �I )- z 25 I uN.O. I I 6 - I -- - _� _ __ - -- -- -- - - -- - --------- 20 IM UU ! I ! Ir' I! 6 ° 6 " - 2 o I 82 2. -- -- - TvoIGAL 2. !'I 2,f- 2 I.I Q i 25 7 I ',YP ; � �—�' I U.N.O. TYP. U.N.O. I !. I ! ! O 1 ^ 32" O.C. 0 L i ;, J 2 25 I U +� ! I ANG4-40RS/CLIPS i Z 48" O.C. 2 I �+ _ TYPICAL UN -O. 25 Q O- �_-__- ---- ---- i SEE SWEET 82.2 SEE SHEET 52.2 MAIN LEVEL WALL FRAMING; FLAN - b"OUTHr,SEE KEY ON SWEET 812 3/32"=1'-O•• -rJ -1J SEE SHEET 821 2• I \ / MECHANICAL X PLATFORM 103 ABO SEE SHEET 83J FOR ZS ;; FRAMING THIS AREA Z �' 35 r-� ! 25 6., t 25 �d I SIM 21:,— I O— i ANCHORS/CLIPS ANCHORS/CLIPS 8 pa. 0 32" O.C. II 0 48" O.C. 13 KEY r------- WALL FRAMED WITH 43m STUDS 6 16" O.C. TYPICAL. STUD DEPTH AS INDICATED ON PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. --�--- WALL FRAMED WITH 33m STUDS to 16" O.C. TYPICAL. STUD WIDTH TO BE 1 3/8" EXCEPT AT DESIGNATED BRACE PANELS SHOWN ON SHEET 53.1 WHERE 15/8" WIDE STUDS ARE REQUIRED. STUD DEPTH AS INDICATED ON FRAMING PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. WALL FRAMED WITH 25m STUDS 6 I6" O.G. TYPICAL. STUD DEPTH AS INDICATED ON PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. — - — — WALL FRAMED WITH 30m STUDS 0 I6" O.C. TYPICAL. STUD DEPTH AS INDICATED ON PLAN. SEE DETAILS FOR FRAMING AT OPENINGS. SEE SHEET 82.1= 0 WO LIGHT GAUGE STEEL FRAMING I. ALL LIGHT GAUGE STEEL STUDS, JOISTS AND TRACK SHALL BE GALVANIZED OR PAINTED SHAPES MADE FROM STEEL CONFORMING TO ASTM A4/-8. GRADE A WITH A MINIMUM YIELD POINT OF 33,000 PSI. SHAPES AND SIZES NOTED ON THESE PLANS ARE !- I STANDARD SHAPES AS LISTED IN THE STEEL STUD MANUFACTURER'S ASSOCIATION h ; CATALOG AND LC.B.O. ER NO. 4943P. DESIGNATED MEMBER SIZES ARE STANDARD DESIGNATION. 2 1`1 >_ Z 2. ALL HAT, CHANNEL AND SUB -GIRT SECTIONS SHALL BE GALVANIZED SHAPES MADE ►- FROM STEEL CONFORMING TO ASTM A445 GRADE A WITH A MINIMUM YIELD POINT Or - 40,000 F40,000 P51 AS MANUFACTURED BY BHP STEEL BUILDING PRODUCTS. 3. SCREWS SHALL BE STANDARD SELF -DRILLING SHEET METAL SCREWS AS MANUFACTURED / i / / ,�✓�� BY SIMPSON OR GRABBER . j j / a 4. ALL STUD WALLS SHALL HAVE CONTINUOUS TOP AND BOTTOM TRACKS OF THICKNESS // /% % jii / % // 4�MATCHING STUDS UNLESS NOTED OTHERWISE. TOP TRACKS SHALL BE SPLICED WITH 14" /! / ! % % j / !i� ' ,/ SECTIONS OF IDENTICAL MATERIAL INVERTED AND LAPPED 7 ON EACH SECTION AND ATTACHED WITH A MINIMUM C= 3-010 X I" SCREWS THROUGH EACH FLANGE CF EACH PIECE OR AS SHOWN ON THE PLANS. MECH1 ANICAL PLATFOM 02 ABOVE /BEE SHEET 83J FOR FRAMING THIS A}�A'l /' //� 5. ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE SUBSTRUCTURE WITH 0.14"10 X 1 1/2" SHOT PINS AT 24" O.C. UNLESS NOTED OTHERWISE. 6. CONNECTIONS OF LIGHT GAUGE STEEL FRAMING SHALL BE ACCOMPLISHED BY 1`41E4N5 CF SELF -DRILLING TEK SCREWS OF THE SIZE INDICATED ON THE PLANS. WHERE CONNECTION ,�` /` ° IS NOT SPECIFICALLY SHOWN, IT SHALL BE MADE 45 NOTED BELOW OR PER THE STANDARD DETAILS SHOWN IN THE STEEL FRAMING MANUFACTURER'S SPECIFICATIONS AND APPROPRIATE ICC REPORT. ' STUD TO TRACK: I - '"O SCREW EACH FLANGE JOIST TO TRACK: 2 "10 SCREWS TO WALL TOP TRACK Cl THROUGH CLOSURE i - TRACK) AND 1 SCREW TO TOP FLANGE CF CLOSURE TRACK BRIDGING TO JOISTS: I - "10 SCREW AT EACH CROSSING 7 225 BRACING TO STUDS: I - 010 SCREW AT EACH CROSSING ' 1. SCREW LENGTH SHALL BE ADEQUATE TO PENETRATE ALL REQUIRED COMPONENTS AND 25 PROVIDE AT LEAST 1/4" PROJECTION OF THE THREADED PORTION BEYOND THE LAST u COMPONENT. SCREW THREADS FOR EACH SIZE SCREW SHALL BE 45 FOLLOWS UNLE55 SPECIFICALLY NOTED OTHER:JISE: u ;; ; 08 SCREWS -I8 THREADS PER INCH ip (x NI Z5 2 "IC SCREWS - 15 THREADS PER INCH 2U i I i ZS i 012, 014 t 1/4 SCREWS - 14 THREADS PER INCH 8. SCREWS FOR FASTENING STEEL TO STEEL SHALL BE STANDARD HEXAGONAL HEAD SCREWS UNLESS HEADS MAY INTERFERE WITH INS TALLATiCN, 0= FINISH SURFACING WHERE PAN -HEADED SCREWS MAY BE USED. SCREWS USED TO FASTEN PLYWOOD SHALL BE i ZJ WAFER HEAD SCREWS. MINIMUM SCREW SPACING AND EDGE DISTANCE SHALL BE AS FOLLOWS: 82 i 08 - 1/2" MINIMUM Q _ _ --------------------__-----_._. .------ --- --__.y. ..... 010 t 012 - 3/4" MINIMUM CD AREA TO HAVE LIGHTGAUGE FRAMED CEILING WITH GWB FINISH PER ARCH. PLANS. J015T SPAN DIRECTION INDICATED. 1 3625131-33 J015TS 0 16" O.G. 2. 6005131-33 JOISTS 0 I6" O.C. PROVIDE MI05PAN BRACE. 3. 60CS200-33 JOISTS to 16" O.G. PROVIDE MIDSPAN BRACE. MAIN RAMING; 15 - NORTHIV 3/32 014 t 1/4 - I" MINIMUM IO. WHERE SHEET METALS CF DIFFERENT THICKNESS ARE TO BE FASTENED, WHENEVER P05515LEo SCREWS SHALL BE DRIVEN SC THAT THE THINNER METAL 15 FIRST 23 PENETRATED. II. SHEET METAL SHEATHING FOR DESIGNATED SHEAR PANELS SHALL BE MADE FROM STEEL GONFCRMiNG TO ASTM A448. GRADE A WITH A YIELD POINT OF 33,000 PSI. SHEETS OF HIGHER YIELD OR GREATER THICKNESS SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER 12. 'SHOT PINS' SHALL BE SIMPSON PDP POWDER DRIVEN FASTENERS. PINS SHALL BE CARBON STEEL UNLE55 NOTED OTHER'X15E ON PLANS. DIAMETER SHALL BE 0.145" AND LENGTH SHALL BE ADEQUATE TO PENETRATE CONNECTED MEMBER AND PROVIDE SPECIFIED EMBEDMENT IN CONCRETE, OR PENETRATION THROUGH STEEL SU55TRATE PER MANUFACTURER'S REQUIREMENTS . ADD 00OT125-54 X 6" 6005'.31-33 CRIPPLES LONG CLIP AT EA. KS. _ ( DBS C -GIRT 25 600_,25-3, ry BY BUTLER 60CS131-33 CRIPPLES TCP TRACK cq \ i \ wt m 6005131-33 CRIPPLES WHERE REQUIRED ELEVATICN HEADERrRAGK AS NOTED tID CUT FLAN ES ANDBEND HEAD=_R TRACK AS S=»WN O 2-"1C EACH SIDE KING STUD AS NOTED DETAIL ►1178 2 \DBL C -GIRT B" BUTLER 60CT125-33 <NGSTJD AS NOTED y 3-"!O SCRE'L1.'S vl CONCRETE SLAB/FOOTING PER FOUNDATION PLAN (LI L 1 1/2 X 1 1/2 -54m T X 5" CLIP ANGLE. 2- "'O SCREWS EACH SIDE \501, 110M TRACK 3/8"o SIMPSCN "CRIMP" ANCHOR DETAIL G Ilk" .w ADD SOOT125-54 X Co" LONG CLIP AT EA. K.S. 6005131-33 DBL C -GIRT 2,5 CRIPPLES `\ I BY BUTLER 600T!25-33 TOS' TRACK 6005!31-33 CRIPPLES WHERE R'EQ'UIRED Z VARIES T„p it ELEVATION D �Te 2 N Q 'T ty Q w a_ 6007i25-33 r A5 OCCURS .n BUTLER FRAME � R 2 AS 2 OCCURS 6007200-54 t 6005250-54 � v J r ifl T- -c- 1 1 � 6007200-54 t 6005250-54 O 0 v � � Irl (n til d) f+1 CCi Cil `i `i in `n TYP 0 cin m � � � � � � 6007125-54 t 6005250-54 6005!31-33 CRIPPLES WHERE R'EQ'UIRED Z VARIES T„p it ELEVATION D �Te 2 N Q 'T ty Q w a_ 6007i25-33 r A5 OCCURS .n BUTLER FRAME � R 2 AS 2 OCCURS 6007200-54 t 6005250-54 � v J r ifl T- -c- 1 1 � O 0 � � 6007125-33, VARIES 2 16 -O" MAX. TYP I I ELEVATION � L I� X I� -54m X 5" CLIP W/ 3-"10 SCREWS EA MEMBER "1C 5GREW 6 12 11 O.C. 6007200-54 / 6005250-54 KIN!sST,:D DETAIL � 22) SPECIAL INaPECTIONS I. REQU'RED SPECIAL INSPECTIONS SHALL BE PER=ORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 11 CF THE CBC AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 2. THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND APPROVED BY THE ENGINEER. 3. SPECIAL INSPECTOR CERTIFICATIONS SHALL BE 5UBMITTED TO THE BUILDING DEPARTMENT WITH THE PERMIT APPLICATION. THE SPECIAL IN5=ECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. A. ALL INSPECTOR'S HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE J055ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. M. COPIES OF ALL INSPECTOR REPORTS SHALL BE FILED WITH THE LOCAL BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS SHALL BE FILED WEEKLY DURING CON5TR'UC710N. REPORTS SHALL NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT, 6. UPON COMPLETION OF THE PROJECT, THE INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SAECIAL INSPECTION WAS, TO THE BEST O= THE INSPECTOR'S KNCWLEDGE, PERFORMED IN CONFORMANCE TO THE APPROVED PLANS AND 5PECIFIC4TICN5 AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GBC AND/OR IGC REPORT. 1. SPECIAL INSPECTION 15 REQUIRED FOR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. COLD -SET CONCRETE ANCHORS A. STRUCT51MPSONURAL COLD -SET CONCRETE ANCHORS, INCLUDING ANCHORS USING 'SET -XP' EPDXY, AND SIMPSON 'TITEN-HD' ANCHORS SHALL RECIEVE SPECIAL INSPECTION IN ACCORDANCE WITH THE ABOVE REQ'UIR'EMENTS AND THE APPLICABLE ICC REPORT. B. INSPECTOR SHALL VER!;:Y SIZE AND GRADE OF ANCHOR ROD MATERIAL, TYPE Cm EPDXY ADHESIVE, AND SIZE OF DRILL BIT USED FOR BORING HOLE IN CONCRETE. C. INSPECTOR SHALL VERIFY PROPER DRILLING AND CLEANING CF HOLE,MIXING OF ADHESIVE AND INSERTION C= ROD, D. IN59=ECTOR SHALL 4'50 NOTE AMBIENT TEMPERATURE FOR CCNFORMANCE WITH REQUIREMENTS CF EPDXY LISTING. Ii LIGHTGAUGE BOX COLUMN 2 - (.005131-54 t 2 - 6007125-54 vac-.r.o• ELEVATION H sm v4'•1'-04 2 ER -IN5 6 ' t CG. T l8 SEE SWEET 82x4 SEE SWEET 82.4 SEE SHEET 813 SEE SWEET 813 CLERE6"*F0Ro4*,r WALL FRAMING, FLAN — NOf<THO 250 T 125-33� CONTINUOUS TRACK 2 - "10 EA PURLIN 8COT125-33 TRACK FIN!5�1 PER ARC+- PLANS FINS $ 16" C.C. \ ROOF BY BUTLER 6" BUTLER PURLINS C.C. BUTLER 600T125-33 7 O TRAGK 0.15"0 X 1/2" SCOT PINS a 16" C.G. 600513-1-33 sruDs s 16° cr. 500712 5-3 3 / 60-- TRAGK C/ / BEA-' BY BJTLER CEILING FER ARG-!. PLANS SECTION NTS 2507125-33 VERTICAL TRACK EA END CEILING PER \ ARG+ -l. PLANS \ DOUBLE 'C' GIRT BY BUTLER 1112 SCREW s 24" O.C. EA SIDE j 800T125-33 TOP TRACK i 8005131-33 i STUDS i 800T125-33 BCT TOM TRACK •'2 SCREW 2.4 O.C. EA SIDE DOUBLE 'C' GIRT BY BUTLER 250T125-25 HCRIZ./ X24" O.G. 6COT125-33/ VER7!C4L TRACK '"O SCREW TRACK TO STUD EA CROSSING EXTERIOR 5CFFIT PER ARCH. PLANS r` Z 010 SCREW s 12" X O.C. EA 5!DE •IC SCREW f 12" ' O.G. EA 5!DE �n SECTION NTS 8005'31- 33 / STUDS s !6" O.C. 8005131-33 2 •'O s 2.4 /STUDS e 16" O.C. O.G. TYP. !/ i I I / \6007125-33 6007125-33 HORIZONTAL VERTICAL TRACK AT 214° O.C. •'.O SCREW EACH HORIZ TRACK EA SIDE TYPICAL 03 DETAIL C Nib 1 2 2,5 TYP - DBL C -GIRT BY BUTLER 1=R,4t` ING 800T150-68 SYMMETRICAL \ E� ABOUT GL (n m r r-tl m`8005131-33 81 CRIPPLES 1 80OT150-68 — -O" o C. MAX OPENING ELEVATION NTS • DBL C -GIRT BY BUTLER �6COT-125-43 TOF TRACK FRAMING SYMMETRICAL ABOUT CL )5131-33 =)PLES DBL C -GIRT BY BUTLER I 12'-3" OPENING 2. NTS CUT AWAY BRACE FLANGES FOR 2" FROM END AND BEND WEB FLUSH TO PURLIN. 3 - "!O SCREWS. TYPICAL EA END. 600513'1-33 BRACE AT 5'-0" (MAX) O.G. i CU5TOI"1 TOP TRAGK/ TRACK. SEE 2 6005131-33 STUDS e 16" O.G. \ 3 - •'0 SCREWS EACH PURLIN 6COT125-43 BOTTOM TRACK. SPLICE PERS DETAIL C/52.6 BUTLER PURLINS 4' 5'± O.C. 'ACU5T4DECK �•10 SCREW EAC! -1 CEILING STUD EACH SIDE 3 - •'O SGRE'W5 EACH BRACE \,--U' TCP OF STUDS TO PfATCH SLOPE •!O SCREW EACH STUD EACH 5!DE BUTLER PURLINS------- 5O.C. SECTIONrF NTS 6007125-43 TOP TRACK 12° O r LLr r BUTLER FUR -INS 51t O.G. 6005131-33 STUDS c 16" ac.' 2 - •,O EA STUD TO EACH 'C' \ ROOF B BUTLER \ � BEAM BY BUTLER 2507125-25 TOP ' RACK V0.145"4r X 1/2" SHOT PINS c 321' 0, 2505125-25 STUDS � 16" O.C. 0"0 SCREW 32" O.G. / I ( .ill j-2501125-25 BOTTOP" TRACK /7 CEILING PER -_t F� DOUBLE 'C' G'RT BY BUTLER ARCH. PLANS 6005125-33 BOTTOM TRACK SECTION r' 2 i 8005131-43 KINGSTUD 8005131-33 � GIRT ABOVE t BELOW FINISH PER ARCH PLANS 6005138-33 0.15"m X 1/2" 5H0T PINS m 48" O.G. 2505125-25 ;IRT BOVE t ELSTUDS 16" O.C. C N Q 12" BUTLER PURLINS '70F TRACK L I� X 1� -54-1 X 5" CLIP W/ 3-"i0 SCREWS EA ',-'EMBER ``K!NGSTUD BUTLER 2 - •12 SCREWS K!NG5T'JD TOIT DOUBLE 'G' EACH 'C' TOTAL O= 4 \ /BEN!ND \6005!31-33 EXTEND TOF 2 STUDS 16" O.G. AND BOTTOM TRAGK TO 6'-0" MIN CONTINUOUS TCP BUILDING AND BOTTOM TRACK SECTION CORNER SOOT125-43 / TOP TRAGK 3 ' I BEA^ eY e-iTLER 2 I i NI -z �, z . e . ,_� e.,o.,. 3 '' STUDS 16" C.G. X' ti inl O.0 EA 5'DE ; wl q' 8007125-33 ?O'TC�' 'RG CK 5007!25-33 BCTTOM -RACK 0i2 SCBE J a 24" O.C. EA SIDE DOUBLE 'C' GIRT C ION ... 1 NTS !. '70F TRACK L I� X 1� -54-1 X 5" CLIP W/ 3-"i0 SCREWS EA ',-'EMBER ``K!NGSTUD BUTLER 2 - •12 SCREWS K!NG5T'JD TOIT DOUBLE 'G' EACH 'C' TOTAL O= 4 \ /BEN!ND I � I \ BOTTOM SECTION ,� TRAGK NT15 2 \6005!31-33 EXTEND TOF 2 STUDS 16" O.G. AND BOTTOM TRAGK TO 6'-0" MIN CONTINUOUS TCP BUILDING AND BOTTOM TRACK SECTION CORNER 3 DETIAL. I � I \ BOTTOM SECTION ,� TRAGK NT15 2 \ CEILING PER \ Z5 ARC14. PLANS \ DOUBLE 'C' GIRT \ BY BUTLER 800T125 -54X 6 CLIP. SPACING AS 5-40;!JN BY 'ANCHOR t CLIP 51=ACING' NOTED ON PLAN. 6007125-33 TOP TRACK { fo00Sl3i-33 5'UD5 V 16" O.C. BOTTOM TRACK I ( �'••� c+l I CONCRETE SLAB/FOCTING PER FOUNDATION PLAN BUTLER SL F.O.S. SEww"mCTIO; �► KTs11 \ 25 CEILING PER �- ARC14. PLANS \ DOUBLE 'C' GIRT \ \ BY BUTLER 8007125,-54X 6 CLIP. SPACING AS SHOWN BY 'ANCHOR I CLIP �5 EXTERIOR SOFFIT SPACING' NOTED ON PLAN. PER ARCH. PLANS i 600'125-43 TCP TRACK I i 6 00513'1- 43 STUDS 16 ° O.C. i i I i i i 6GOT125-43 '^ I 50-70^^ 'RACK f , I CONCRETE j 5LA5/-0071NG PER FOUNDATION PLAN BUTLER SL F.O.S. 2 - "12 SCREWS -o' EA CLIP I DOUBLE 'C' GIRT BY BUTLER 3 - 010 SCREWS EACH SIDE (TOTAL 6) v DOUBLE C-GIRTS BY BUTLE. 2 - 6007125-54 FROM GCRNER FRAME TCP OF BOTTC"" /BY BUTLER TRACK TO SOTTO! -I I �IL Or- TCP TRACK \ / vy GIRT CLIP 800T125 -54X 6 CLIP. SPACING PER BUTLER AS 5�401LLrl BY 'ANGI-IOR t GLiP �s� W504 SPACING' NOTED ON PLAN. �Y LI1/2X11/2-54mX10" a I CLIP W/ I -LEG CUT AWAY E- " 10 SCREWS �/ AND BENT AS 5140WN. — EA STUD TOP TRACK x� 1 v4, Inx 68m, X 2" WIDEjX STRAP. SPACE J JI 32" O.C. IN 16'-8" STUDS T:- `n E� 141G"4 WALLS, 48" O.G. ALL OTHER 0.14"6 X 1/2" SNOT PINS TO BOTTC"l WALLS. ALIGN W/ OF CANOPY BEAM. TOTAL 4 STUD 2- 362T125-33 CORNER STUDS AS SHOWN. F II DETAIL � CANOPY BEA"1 DETAIL IATE 010 SCREW it 12" O.C. FULL 4EIG-J Z we BY BUTLER DETAIL n i v SECTION rc"*� W8 "I ____w CEILING PER V CE!L!NG FER \ ARG. PLANS \ ARG" -I. PLANS A PORTAL FRAMEPORTAL FRAME BEA-1BY BUTLER �XTERICR SOFFIT BEAM BY BUT'_ER I EXTERIOR SOF=�T ,,J�71 \ PER ARC" . FLANS R AR. PLANS PSI PER G -" I 600T125-33 6007125-43 TCP TRACK I TOP TRACK � i I Z �I 7i j I Q X a d1 6005!37-43 6005137-33 5TUD5 6 16" C.S. r Q, w Lu a ! j i I { I I �I 600TI25-33 2,rj 6007125-43 '— BOTTOM TRACK BOTTOM TRACK 1 FF CCNCRE'E CONCRETE SLAB/-OOTING PER \ 5LAB/KCO7ING PER BUTLER 5L F.C.S. FOUNDATION PLAN BUTLER SL F.O.S. FOUNDATION PLAN = SECTION ww SECTION! D 2 1 2 3/8"6 SIMPSCN "CRIMP" I/2" 6" I/2" 6" STEEL STUDS ANCHORS SPACED s 16" O.G. 1 SWOWN BY 'ANCHOR t j 4" CLIP SWAGING' NOTED 6007125 BOTTOM ON PLAN TRACK. 7"-11CKNE5S « SCREW FRAME BY ENCLOSURE PER TC 1'ATGI-1 STUpS O SCREW _AC�4 ARC�41TECTURAL PLANS STUD EAG-" SIDE BUTLER I 1 NOTGi-I BOTTC '( TRACK f I 600513'-54 STUD AROUND FRA"'!= � _ ( EACH SIDE /TRACK 4z CONTINUOUS I , p FLOOR SLAB AT o I INTERIOR LOCATIONS v OSLAB/FOO7NG PER CONCRETE G � { _R FOUNDATION PLAN 1_0 IBOTTOM ,q 3/8"6 SIMPSCN CRIMP DETAIL TRACK 6 M X ANGNCRS. DETAIL J 1/2" MIN We, 0.14"6 X 1/21, SNOT PINS a 48"" 0.G.v62 T 125-33 T CONTINUOUS VAR TRACK 1/2° PORTAL FRAME ,� �, 2 MAX BEAM B`T' BUTLER 2 FRAME BY BUTLER 0.145"6 X 1/2" SNOT i ENCLOSURE PER PINS a 16" O.C. 4RC14!TECTUR4L PLANS 6005137-54 STUD EACH SIDE ! z 3 - "IC SCREW'S C� F!NIS4 PER STUD TO CLIP. 600T125 TOP i --ARCH PLANS i TRACK. 7i41CKNESS p- o - TO MATO 5TUD5 { i { LI} Xl� - 54m X 4" �� 3/8"6 51MPSON CRIMP j`EXTERIOR SIDING CLIP ANGLE ANCHORS. TOTAL 2 EA CLIP 6" STEEL STUDS !-'� i AS REC"J!RED EAG11 SID=. © o SL = F.C.5. UDS ASDETAIL \\NOTED NT8 DETAIL I-14TGNED 4RE4 (`T') POURED WIT+-" L1; Xl� - 54m X 4" 600513'-33 STUD PORC14 5LAB CLIP ANGLE EACI4 SIDE. / 6005'37-33 STUDS 16 O.G. TYPICAL 150770M TRACK t " W ���� ALL FRAMING AS NOTED cn /� - / / �, ! / � i U 0 !I 2 - 3/8"6 SIMPSON -- CORNIER FRAME BY BUTLER CRIMP ANC 4CRS. BY BU p �5 X BUTLER COL a L 1 1/2 X 1 1/2 -54m X 10" CLIP W/ I -LEG GUT AWAY � 0 3/8''6 S!MPSON CRIMP AND BENT AS SHOWN. ANCI40RS. TOTAL 2 E4C"4 SIDE I o 3/8"6 S!MPSON CRIMP � p ANC"ORS. TOTAL 4 0 2- 3627125-33 0 © CORNER STUDS As SL = F.O.S. 5WOWN. LAMINATE i I "10 SCREW 6 12" O.G. FULL "-1EIGut 6" MAX 3/86 SIMPSON CRIME' 1✓� - ANC"4CRS SPACED PER PLAN. 5 DETAIL—__ N Mra 3/8"6 SIMPSCN CRI"^P ANCUCR EACH SIDE. v \ 3" ' \\ 2 - 6005137-54 i 6=4NDREL PANEL i 600T125-43 ABOVE BOTTOM TRACK I i i I I I DETAIL 1`~f �Te � :13'1-33 1 1„ PL6X8X1/8 a _ 012 SCREWS TOS BUTLER FRAME 1-+SS6X6X3/16 L 11/2 X 11/2 -687 X 5" CLIP W/ 3-"'2 SCREWS E,4 \ ( 6005'52-33 5%DS 16" O.G. 600T200-97 6007200-a7 � I X VIDX = i DETAIL N wo 2« 6005152 STJDS CL 16" C L1",X12' 3-"12 SC DETAIL _� 3 - 010 SCREWS EAC4 SIDE (TOTAL 6) DOUBLE 'C' G'R7 \ B' BUTLER\ \ .1 012 SCREW 16/ OP TRACK 12" O.G. TYPICAL 6 - "'O SCREWS TOP STUDS AS TRAC< 70 =A CLIP NOTED DETAIL G arra 8007125-54 X 6" LONG CLIP. SPADED AS NOT -- ON PLANS O 600: STUD p i �- v \ 3" ' \\ 2 - 6005137-54 i 6=4NDREL PANEL i 600T125-43 ABOVE BOTTOM TRACK I i i I I I DETAIL 1`~f �Te � :13'1-33 1 1„ PL6X8X1/8 a _ 012 SCREWS TOS BUTLER FRAME 1-+SS6X6X3/16 L 11/2 X 11/2 -687 X 5" CLIP W/ 3-"'2 SCREWS E,4 \ ( 6005'52-33 5%DS 16" O.G. 600T200-97 6007200-a7 � I X VIDX = i DETAIL N wo 2« 6005152 STJDS CL 16" C L1",X12' 3-"12 SC DETAIL _� 3 - 010 SCREWS EAC4 SIDE (TOTAL 6) DOUBLE 'C' G'R7 \ B' BUTLER\ \ .1 012 SCREW 16/ OP TRACK 12" O.G. TYPICAL 6 - "'O SCREWS TOP STUDS AS TRAC< 70 =A CLIP NOTED DETAIL G arra 8007125-54 X 6" LONG CLIP. SPADED AS NOT -- ON PLANS 2 43m COP CRACK SPLICE TYPICAL STUD CRIPPLE STUD KINGSTUD PER FRAMING 6005131-43 6005131-33 3 - 012 SCREWS (o00T125-33 BY BUTLER �S• MMETRIGAL EACH PURLIN i NTS K2Y 600513? -33 � 8005137-68 � STUDS 0 16" O.C. � SCOS131-33 DETAIL- AIL A NTS 2 CUT AWAY BRACE FLANGES FOR 2" FROM END AND BEND WEB FLUSP TO F"JRLIN. 3 - *1O SCREWS. TYPICAL EA END. CRIPPLE STUD 6005137-33 BRACE AT 5'-O" (MAX) O.C. BUTLER PURLINS �� 1/2" MIN 5' t O.C. BUTLER PURLINS7 0.14"m X I/2" SHOT PINS 6 48"" O.C. ROOF BEAM / 2" BY BUTLER BUTLER PURLINS 6 5't O.G. 'ACUSTADECK �•'O SCREW EACH CEILING STUD EACH SIDE 3 - 0'0 SCREWS CUSTOM TOP TRACKEACH BRACE TRACK SEE I CUT TOP OF STUDS Z TO MATCH SLOPE ! I � NEAT CUT FOR TIGHT FIT AT SPLICE I / -\4 , 12" INVERTED TRACK SECTION WITH 12 - 010 SCREWS I \TYPICAL STUDS AS NOTED ON WALL PLAN I DETAIL G NTS CUSTOM FABRICATED TOP TRACK MADE I 3 IN 12 FROM 54, 11613,41 SHEET /STEEL L---- C 6COT125-33 X 12" 6" CLEAR SPLICE AT JOINTS. SIM_ TO C/52.6 DETAIL +./ NTS 2 C 3627125-33 CONTINUOUS TRACK 0.145"4 X 1/2" SPOT PINS 6 I6" O.C. `EXTERIOR SIDING AS REQUIRED 600T125 TOP / TYPICAL STUD CRIPPLE STUD KINGSTUD 600513? -33 FRAMING 6005131-43 6005131-33 STUDS e 16" C.C. (o00T125-33 BY BUTLER �S• MMETRIGAL DETAIL _C NTS K2Y ! I � NEAT CUT FOR TIGHT FIT AT SPLICE I / -\4 , 12" INVERTED TRACK SECTION WITH 12 - 010 SCREWS I \TYPICAL STUDS AS NOTED ON WALL PLAN I DETAIL G NTS CUSTOM FABRICATED TOP TRACK MADE I 3 IN 12 FROM 54, 11613,41 SHEET /STEEL L---- C 6COT125-33 X 12" 6" CLEAR SPLICE AT JOINTS. SIM_ TO C/52.6 DETAIL +./ NTS 2 C 3627125-33 CONTINUOUS TRACK 0.145"4 X 1/2" SPOT PINS 6 I6" O.C. `EXTERIOR SIDING AS REQUIRED 600T125 TOP / TYPICAL STUD CRIPPLE STUD KINGSTUD TRACK TPIGKNE55 FRAMING 6005131-43 6005131-33 TO MATCH STUDS (o00T125-33 BY BUTLER �S• MMETRIGAL 8005131-33 _C BUTLER H 3'-0" TO 6'-2" STEEL STUDS ABOUT CL 8005137-68 � 16 " O.G. SCOS131-33 DETAIL 8006200-54 60OT200-68 2 CRIPPLE STUDS CRIPPLE STUD TYP \ CEILING PER \ ARCH. PLANS \ DOUBLE 'C' BY BUT •12 SCREW O.G. EA 5 SOOT125-43 TOP TRACK "12 SCREW v 12" O.C. 4 LOCATION 800; STUDS is Ii 800S13? -33 CRIPPLES DBL C -GIRT BY BUTLER 19'-5"'_ OPENING TOP TRACK THICKNESS TO 20' GL TO CL FRAMES /MATCH STUDS 1 80; UJ 1 II II It/ HEADER l ct) p z Q 2 N TYP Z z u Y Q tY ,ISILL -- 1 1 - ,- - CRIPPLE STUDS WHERE REQUIRED lie W @ TYP 807701` i ELEVATION L 6 - 012 SCREWS EACH - -- (-- S!GE (TOTAL 12) SOOT125-91 X 16" LONG CONCRETE DOUBLE 'C' GIRT CLIP. AT KINGSTUD 5LA5/F0OTIN5 PER f BY BUTLER FOUNDATION PLAN \BUTLER SL F.0.5. 22 — ...�_ .... GT I OSI 012 SCREW • • • �g '2" O.G. 600T125-33 TOP TRACK •10 SCREWS ! v \ I TRACK TO EA L I� X I� -glm X 5 1/2" BOTTOM TRACK �� CLIP CLIP W/ 3-012 \ THICKNESS TO �! I SCREWS EA MEMBER \ \ Z MATCH STUDS Q EQ I I CEILING FER/ TYPICAL I I ; ARCH. PLANS s STUDS AS �� 'KINGSTUD / A NOTED I' ! I AS NOTED ELEVATION BY BEAM Roar - ELEVATION � BY BUTLER EXTERIOR NTS i I PER ARCH. PLANS ELEVATION j W TYPICAL STUD CRIPPLE STUD KINGSTUD DBL G -GIRT FRAMING 6005131-43 6005131-33 6005200-68 (o00T125-33 BY BUTLER �S• MMETRIGAL 8005131-33 _C BUTLER H 3'-0" TO 6'-2" 8005137-33 ABOUT CL 8005137-68 � FRAM,E SCOS131-33 I 800513? -33 8006200-54 60OT200-68 CRIPPLE STUD ABOVE SOOT125-33ro` �9 2 8005162-9?.� �I - _w Q! > Z BUILT UP HEADER Q 8005162-91 � 8COT125-68 '^ B � 8007125-33 O Q 8007125-68 \ CEILING PER \ ARCH. PLANS \ DOUBLE 'C' BY BUT •12 SCREW O.G. EA 5 SOOT125-43 TOP TRACK "12 SCREW v 12" O.C. 4 LOCATION 800; STUDS is Ii 800S13? -33 CRIPPLES DBL C -GIRT BY BUTLER 19'-5"'_ OPENING TOP TRACK THICKNESS TO 20' GL TO CL FRAMES /MATCH STUDS 1 80; UJ 1 II II It/ HEADER l ct) p z Q 2 N TYP Z z u Y Q tY ,ISILL -- 1 1 - ,- - CRIPPLE STUDS WHERE REQUIRED lie W @ TYP 807701` i ELEVATION L 6 - 012 SCREWS EACH - -- (-- S!GE (TOTAL 12) SOOT125-91 X 16" LONG CONCRETE DOUBLE 'C' GIRT CLIP. AT KINGSTUD 5LA5/F0OTIN5 PER f BY BUTLER FOUNDATION PLAN \BUTLER SL F.0.5. 22 — ...�_ .... GT I OSI 012 SCREW • • • �g '2" O.G. 600T125-33 TOP TRACK •10 SCREWS ! v \ I TRACK TO EA L I� X I� -glm X 5 1/2" BOTTOM TRACK �� CLIP CLIP W/ 3-012 \ THICKNESS TO �! I SCREWS EA MEMBER \ \ Z MATCH STUDS Q EQ I I CEILING FER/ TYPICAL I I ; ARCH. PLANS s STUDS AS �� 'KINGSTUD / A NOTED I' ! I AS NOTED ELEVATION BY BEAM Roar - ELEVATION � BY BUTLER EXTERIOR NTS i I PER ARCH. PLANS ELEVATION j W TYPICAL STUD CRIPPLE STUD KINGSTUD HEADER/SILL F 13'-C" TO 6'-2" 6005131-43 6005131-33 6005200-68 (o00T125-33 G 1 6'-2" TO 12'-2" 600513? -33 8005131-33 6005250-9? 600T200-97 H 3'-0" TO 6'-2" 8005137-33 8006137-33 8005137-68 8007;25-33 II 6'-O" TO 12'-2" SCOS131-33 I 800513? -33 8006200-54 60OT200-68 KlN55TUD AS NOTED :L if A l IO ` S w I 3- 1112 NTS 2— SCREWS — L 1 1/2 X 1 1/2 -fo8m _ X 5" CLIP ANGLE. 2- •,O SCREWS /EACH 51DE 60051 STUDS 6 16 j 60CT125-43 TOP TRACK I SPLICE PER CRIPPLE STUD5 TOP TRACK - -'1— THICKNES5 TO BUTLER PORTAL 2 MATCH STUDS FRAME BEAM BOTTOM TYP Z TRACK ip � � 8!�CIQI. tN3PECTICN �, 3/8"�X3" SIMPSON REWIRED FOR \ , V INSTALS ATION � CONCRETE BOTTOM TRACK 5LA5/r-:OOTING PER TITEN-ND SET ANG4OR5. FOUNDATICN PLAN \ F� ice/ E 1A I L � 1 NTS "'O 6 12" O.G. CONCRETE HEADER EACH SIDE SLAB/- R 00TING PER � SIZE VARe 12' ` / FULL HEIGHT STUD O.S. FOUNDATION PLAN I BUTLER 5! F. 'ES BUTLER COLUMN tj SECTIO `iJ �BUTLER GIRT CLIP _ Z TYP (543164) LEG DOWN �1 I I \\800516 2-9?, N18 �3 (Y v BUILT UP HEADER Q SILL / 1 8005162-9?, 8007125-68 (y T 800'125-33. ASSEMBLE 2" C L R ul l� T - - BOT � CM TRACK IN PLACE (L �� " THICKNESS TO /MATCH STUDS -- -- _-- _-- -- _ v2" - - .�- - - - ?" WIDE X 54m CONTINUOUS BAND 1"0 SCREW v 16" C.C. I i - PENETRATE BOTH TRACKS CRIPPLE STUDS �, — 0.145"m X 1/2" SHOT I WHERE OCCUR U'! -!ERE REQUIRED I i PINS c 16" O.C. ��i +� <--_600T125-33 BOTTOM @TYP TRACKW!=ERE REQ'D W ! 1/2"m HEX BOLTS. J TOTAL OF 4 BE,gM B� I \ 60CT125-4, lol TYPICAL CRIPPLE BUTLER TCP TRACK REQUIRED 3" SPLICE PER ELEVATIONI! W STUD STUD KINGSTUD HEADER/SILL i J 3'-0" TO 6'-2" 6005137-43 6005131-33 (OCCS200408 600T125-43 K fl 3'-0" TO 6'-2" 8005137-33 8005131-33 8005137-68 SOOT125-33 \I3005131-33 CRIPPLE j STUD ABOVE AND ELEVATIONS J BELOW NTS 2 - DETAIL O SECTION NTS 2 PITS f BUTLER PURLINS i i— I x cn 600513? -33 STUDS is 16" O.G. { 600T125-33 BOTTCh'1 i TRACK BEAM BYE BUTLER 6007125-33 TOP TRACK SPLICE PER i I � ! INTER'OR FINISH�/� PER ARCH. PLANS ✓' O 600513? -43 � r 67UD5 a 16" C.C. 6007125-43 / ;�� BOTTOM TRACK r ! I I FF 12" CONCRETE SLAB/FGOTING PER 22 FOUNDATION PLAN SECTION NT8 2 BUTLER FRAME 3 - C.1451,c x lr" SHOT PINS SCREWS 5" CLIP p N z u SECTION T NTS 2 114 GA STEEL 24 GA STEEL ACUSTADECK ACUSTADECK CEILING CEILING • r- ACUSTADECK I CUSTOM TOP O SCREW RACK TRACK 1 8" O.G. CEILING •10 SCREW SEE 6 8" O.C. XXXT125-30 TOP TRACK. SIZE TO MATCH STUDS CUT STUDS TO MATCH 1 CEILING SLOPE TOP CONNECTION - CAS 1 TOP C 0NNECTION - CAW 2 N z X, 0.145"OX I" SHOT PIN IT 32" O.C. XXXT125-30 SOTTO^" TRACK. 51ZE TO MATCH STUDS 1 V_ v!ECTION NT® XXX -125-33 TOP TRACK. DEPTH TO MATCH STUDS. SPLICE PER Z XXXS!3l-IS STUDS Q 1(01;O.C. SEE FLOOR PLAN FOR DEPTH 0.145"mX I" SHOT , PIN ¢ 32" O.C. XXXT125-33 BOTTOM TRACK. ! DEPTH TO MATCH STUDS ! CEILING JOIST tv 16" O.G. AS NOTED ON PLAN \\ I 2 - •!O EA STUD LEDGER TRACK 362T125-33 AT J015T 6007125-43 AT J015T "2 6 00712 5-6 8 AT J0157 •3 CONCRETE FLOOR CEILING JOIST c 16" O.G. AS NOTED ON PLAN CONCRETE FLOOR 250T125-30 BRACE AT — �MI1)5PAN WHERE REQ'J'RED # I� \ 2 - •10 EA STUD CEILING JOIST IT 16" O.G. AS NOTED ON PLAN XXXT-125-33 LEDGER TRACK W/ DEP7H TO I`14TCH JOIST i 6005125-18 CRIPPLE STUDS TYPICAL \ TYPICAL STUDS W ( KINGSTUD HE4DER/51LL ! D 3'-O" TO 8'-2" (000513-1-33 6007':25-33 E 8'-2" TO 2'-2" 6005137-54 6007125-54 F AS NOTED ON FLOOR PLAN 600513-54 6007125-68 I E X HEADER l J Z N 7 TYP = Y Y Q \ 5'-L 1 6GOS125-IS CRIPPLE STUDS WHERE REQUIRED i I .?� W ELEV4710N W ( KINGSTUD HE4DER/51LL ! D 3'-O" TO 8'-2" (000513-1-33 6007':25-33 E 8'-2" TO 2'-2" 6005137-54 6007125-54 F 12'-2" TO 15'-2" 600513-54 6007125-68 I rELEVATIMS 2'-O" 1.2'-0" —I— ' — ! OPEN FOR _ J OPEN FOR ii TRANSOM TRANSOM II I; 60CT200-33 WINDOWS WINDOWS II li T -T- ! !I II I! II 11 I! I! II ! III' 11 ! II _ l ii II II j' II I' II ii II !'• it !! __: =: _I II I� ; 0) 0) if li !i !i ii II II ii i. 11 !! _.,ILL - -I' II I II {I !I it 6005125-I8 FRA* ING�� INFILL. FR4^ ING AT OPENINGS PER OR //�� t /N TYP NTS 2 • V V STUDS 6 16" C.C. STUDS a 16" J.G. I�-- - 3 IN 12 S!ZE 45 NOTED ON S!ZE 45 NOTED ON FRAMING PLAN. FRAMING P_AN. 1 I Al -- h CEILING WALL - C4M I CEILNG WALL - CASE T i Em T 1 M NI I 6_' -CLEAR. _ i 2 ' �.�-moi . e • e i • 1 • ♦ i lel ' • • • e 2 - •'O SCREWS 6" C.G. TO ACUSTADECK \CL.17 TCP OP STUDS TO MATCH 5LCPE CUSTC"'' FABRICATED TOP TRACK MADE FRO'l 54m (!(oG,4) SHEET STEEL _ A � DETAIL \ \ \ CEILING PER �- ARCH. PLANS \ DOUBLE 'C' GIRT \ BY BUTLER 800T125 -54X 6 CLIP, SPACING AS SHO'W'N BY 'ANCHOR t CLIP I EXTERIOR SOFFIT SPACING' NOTED ON PLAN. PER ARCH. PLANS i 6007125-43 6005131-43 TOP TRACK STUDS m 16 " O.C. 5/8" WOOD STRUCTURAL j 3 PANEL FLOOR. i JOISTS 16" O.S. 600T125-43 SOTTO^^, TRACK 14 6005!31-43 Z O� a I i 1 CONCRETE SLAS/FOCTINti. PER FCUNDATION PLAN BUTLER SL F.O.S. NT8 x. • 13 SOOT200-68 17 FLUSH HEADER 14 I I n T -t 30X36 iA -41, J — —I OPENING cn L _ — I ABOVE ; , All- � PROVIDE DBL i 60CS131-33 F ' I' 21-SOOT20G-68 / STUD UNDER 3 H HEADER END Zz I SUS HEADER riI-- II I► �, Ir n II-------------I�--- -- ____ —�-----====,1 I n I u 3 �PROVIDE CBL 6c05131-33 57UD UNDER HEADER END i � II II I I II 1L-- ------ L--1' — — — — — — — — — — — —i SOOT2G0-68' FLUSH HEADER 5/8" WOOD STRUCTURAL PANEL FLOOR. (INDEX 40/20). A TAGH "8X 1 1/4" WAFER HEAD SCREWS AT O.G. I ' I 8005200-68 , ! JOISTS !6" O.C. TYPICAL ' I ! 2. �I SIM ! 2. II I �I �I L- L— ------IL --j! i m—ATFO 1: FLOOR F M INCA 30X36 I ACCESS WALL FRA" E D TCS 30"X36 OPENING STRUCTURE ABOE ACCESS ABOVE r - 3 - _ S3. 3. -- - -tLi \ OF'EN'NG X I \ I � I I i X U moi` --� L_J E3 _ nn 83. 33 II J O O� pOj 1400 LES — II II Q - Q E21 I I ua JI OPEN TO ATTIC 30X36 ACCESS lY I I I OPENING ABOVE / ' ' ^ / / I I I I I I 3 o o /'NOT A FLOOR CEILING FRAMING AS' r w /51-4OUN ON SHEET 52.1 L ui I 3 —— TH15 AREA % ly / / / / / / 1 % %� Q IL (— I l `LIj / /� /� I i 13 14 18 19 21 22 13 FLATFO 6 2 3: MAIN WALL 4 AC: jN1G FLAN KEY STRUCTURAL WALL CONSTRUCTED W'!TH 3625'62-33 OR 6005'62-33 5 T UDS AT ;6" O.G. 17 BRACE WALL CONSTRUCTED WITH 3625162-33 OR 6005162-33 57JDS AT 16" O.C. SHEATHED W!TH 1/16" OSB, 5077OM TRACK TO BE 1 1/4" DEEP 54-, TRACK WITH DEPTH TO MATCH 5TJ05. OSB ATTACHED WITS •8X1" WAFER HEAD SCREWS AT 6"/(o"/!2" G.C. PROVIDE 33M 5L0GKING AT ALL PANEL EDGES. WALL SIDE WITH SI -IEA T H!NG INDICATED. — — — — — NON-STRUCTURAL PARTITION CONSTRUCTED WITH 3625131-33 OR — — — — — &C05137-33 STUDS AT 16" C.G. C FRAMED CPEN!NG. SEE TYP!GAL FRAMING DETAILS ON SHEET 52' =�C STRUCTURAL HEADER. SEE 3 - - - - - - - - - S!r'1P5CN C518 STRAP CONTINUOUS FOR LENGTH SHCWN X 611" 1=5CN 5/H08 HOLDCWN. SEE 3. 5/8'' WGGD STRJCTURAL PANEL FLOCK. t!NDEX 40/20). ATT ,4 •:� I "8X 1 1/4" WA=ER +BEAD SCREW5 o �n O 6005':6: J015TS 6 16" O.G. I I I TYPICAL I ( I II I II I II I II I I1 11 I I 11 13 2 1 ' - I O u X36 :GESS 'ENING COVE 3 II I — iI II ' II II II II 13 14 13'-3" i I I FLOOR. (INDEX 40/20). ATTAG!-I JOIST TG _ _ . _� 5TH/✓ C 'RACi� /J"3X ! 1/4" WA=ER HEAD SCREWS AT FLOOR JOIST C.C. PER S'RAP t BLOCK TO ALIGN WITH W 11 WALE , �-- — — — — —I FRZrEDTC } FC\57RJG7JRE 6 1149 ibs. ! ABCvE ! 3 F � \O"X36" ACCESS � ,�}} 2. O=IEN!NG I i �4' `'� BE -WEEN =r.COR AND 59 I 'I 5" ING�EGTICN RSC.( D) 1200520024080.0 ---JOi5T5 6 16" O.0 DETAIL. SPECIAL MSPECTION REHIRED 0 NMI IN 'w ° Q- NTS �3. OPEN Tc ATTIC C I Com. �I �4 NOT A FLOOR 28_0 is 'CE,L NG 41RA'-,NG,45 � I 5-4EE? 52-! j I '5 AREA J ( OpEN TC ATTIC FLATFO 1: 2ND FLOOR PLAN 5a _5 23 -3 FLATFOMIS 2 4 3: 2ND FLOOR FLAN ��-- -- 13'-3" 5/8" WOOD STRUGTJRAL PANEL RIM FLOOR. (INDEX 40/20). ATTAG!-I JOIST TG _ _ . _� 5TH/✓ C 'RACi� /J"3X ! 1/4" WA=ER HEAD SCREWS AT FLOOR JOIST C.C. PER S'RAP t BLOCK TO ALIGN WITH 11 ! 3 F 2. j .ED ROD �4' `'� BE -WEEN =r.COR AND 'I 5" ING�EGTICN RSC.( D) 1200520024080.0 ---JOi5T5 6 16" O.0 DETAIL. SPECIAL MSPECTION REHIRED 0 NMI IN 'w ° Q- NTS �3. SET ANCHORS. 3 \ O 18 FLATFORIS 2 4 3: FLOOR FRAMING_ 'SPLICE RIM 3 JOIST TO FLOOR JOIST PER U 3 _ 30"X/6" AGCE65 C"EN NG AECVE 21 22 NOT E: CSE SHEAT"'NG TO EE ATTACHED TO HOLDCWN 5T1,.,D5 W74 '8 / SCREWS AT DESIGNATED EDGE DISTANCE. 2 - 6005162-54 HOLD OWNN e%a& •,� 24 - •'.0 SCREWS (b 25 54 T;;�A!�R�wSyEAC�- .' �\ �, _ _ . _� 5TH/✓ C 'RACi� F CONSTRUCTION JOINT .ED ROD �4' `'� BE -WEEN =r.COR AND 5" ING�EGTICN RSC.( D) DETAIL. SPECIAL MSPECTION REHIRED 0 NMI IN FOR INSTALLATION OF EPDXY NTS �3. SET ANCHORS. A " SIMPSON CSIS STRAP ON RIM JOIST W'NERE S=IOWN 5/8" WOOD STRUCTURAL PANEL FLOOR, FLOOR J01576 6 16" O.C. AS NOTED ON FRAMING PLANS "'O EAC✓•-+ JOIST 6005125-18 STUDS m 16" O.C. W+-4ERE REQUIRED CM;T 2ND FLOOR w WALL AT � 6007125-30 511..1. BOTTOM TRACK /Wi�ERE REQUIRED 33M RIM JC157, DEPT, ;a TO FLOOR JOISTS. SPLICE JOINTS PER SPLICE ALL JOINTS PER ec:REWS s 12" O.C. 3 "8X1" WA=ER HEAD SCREWS AT 6" C,C. i/16" OSB STRUCTURAL �I PANELS W'WERE 5WC,:N, I. ON =RAING PLAN f f iI 11 STUDS tt !6" C.C. SIZE AS INDICATED CN PLAN. DETAIL NV11110W.W71i --- T8 1 'SXI I/4" WAFER 1-4E4D SCRc�l1S 47 6' O.C. "OX 11/2" SCREWS E� 6005'25-8 5 DS 12" O.G. REQJIRED C', 2ND "8 SCREWS 6" O.G. FLCCR TO BLOCK WALL 47 6007125 -30 5/8" WOOD STR'JCTU'RAL, S''' 5O ! TOM TRACK PANEL FLOOR, \ /W� rGRE REQUIRE D !� DEPTH TC MATCI-+ �LCCR JOISTS. SPLICE JC!NTS PER 3 T \'"O SCREWS IT !2" C.G. Lj I F "8X1" WA=ER HEAD SCREWS AT 6" O FLOOR JOISTS 16" 1 T/!6" 053 STRUCTURAL O.G. 45 NO - ED ON ! PANELS WuERE SuOW'N FRAMING PLANS Ii ON FRAM'NS PLAN 33 MIL S OR T BLOCKING IT 48" O.G. DEP7�4 TO I14TGu I STUDS 16" O.G. SIZE AS FLOOR JOIST I INDICATED ON PLAN, A:IGN STUDS WITH JOISTS AT "10 SCREW EA BLOCK BEARING WALLS. DETAIL �8 3 "8X1 1/4" WAFER HEAD SCREWS AT 6" C1-. 08 SCREWS 6" O.C. 7C BLOCK 5/8" WOOD 5TR'JC T URAL PANEL FLOOR.` GLCOR JO'STS s '6" %' / O.G. AS NOTED ON FRAY.\_s FANG / , 33 ""L 5 CR T BLCCK!NG $ i 48" O C. DEPT- -C MAlc; -+ F;COR J0!S` i "'C SCBE =_A BLOCK '"C 5CRE�J5 c 12" C.S. 5!8" WOOD 67RUCTJR,4L PANEL FLOOR. LI 1/2 X 1 1/2 X 33rn CLIP W/ 3 -•IC E41-,4 MEMBER. TYPICAL EACH SIDE RiMJOiST TRACK DEADER. 51ZE PER TABLE "'O SCREW E4C=4 JUST TCP AND 50T701- ELEVATICN'I TRACK E 8CCT200-68 - L DETAIL � o eNT8 5 8" WCOD S-RJGTUR41 PANE FLOOR. • L!112X11/2X33T. CLIP W/ 3 -"IC EAG-+ 2 -8007200-68 MEMBER. 7YPIC4L DEADER BACK EA"«� SIDE TO BACK DETAIL C NTS 3 SI"^PSCN G5'8 5r!l CON -INCUS 33` 5 OR 7 RIM JOIST FCR LENG7,4 5--ICW'N ON L,= CL � /'� •+ i s.al..'-' � Ci �Ci'v\!'v: s r :*r rc r. . u n n �" TC MA7Cu JC,675. 5M. -ICE JOINTS PER EACh END WITH 10 SCREW 6 I2 I � ' li SCREWS AT r ��\i/16" CSB STRJGTURA_ i PA\ELS w --''ERE S�OWti CN FRA"''NG F✓LA\ STUDS 16' C.C. 5'ZE G.S ON STUDS 74 JC STS A` DETAIL C NT8 3 5,8" l :00D STRUCTURAL PANEL FLCCR. 6GC513T -33 CEILING JOIST I 16 " C.C. i ! I I i i 2 - 010 EA STUD ! I I LEDGER TRACK 362T125-33 AT JOIST "' 600T125-43 AT JOIST "2 \FLOOR JOISTS 6 '6" 6007125-68 AT JC15T "3 C.C. AS NOTED ON 1 i FRAMING- PLANS LI 1/2 X 1 1/2 X 33- CLIP W/ 2-0'C E4C:4 STUDS B 16" O SIZE AS N^TED ON FRAMING PLAN. DETAIL ID MIN NiMM" NTS 3 5/ STRUCTURA NC 6006725-33 . C,. AI,.;G`' SLA\GES A7 EACi: JC,S`. DETAIL. � NT8 3 5CREii,L5 EAG :ANG WEB TC CG'S` ��FLCCR JO'S'S F=ER SLA\ DETAIL I .NT8..... �. "IC S 12" O.C. GJT AWAY C SECTION TO TCF' TRACK FLANGES. LAP WEB TC BOTH S'DE5 SIDE OF KINGSTUD AND TOP TRACK ATTAU-I W/ 5 - "io / f ♦ ABOUT CL DOUBLE 1200513-68 �iEADER ELEVATION. J � I I EADER TRACK I 12" C.C. 70 7Co TRACK BCT" SIDES �I ail ;I I l/i6" GSB STRUCTURAL ! � ,� PANELS W"»ERE S-4OWN ON FR4-,1NG PLA\ 6005162 -33 STUDS TYPICAL I I "8 WAFER I-.IEAD � SCREWS � 6" ' o G. 6007!25-54 B0770M IIS ! 41 � 3/8"ox3" SIMpSCN r TiTE\-i�D" ANCHOR N ELEVATION SPECIAL INSPECTION REQUIRED NTS 3 FOR INSTALLATION OF TITEN-HD SET ANCHORS. 1101:11, MECHANICAL SLAB S.M.D. ODOMI NATER RISER 14 Cummingsop:64i y, Inc. 2280 1 Str et, Suite 130 Ch) i c , 95928 Ph: (530) 89 P657 F: (530) 898-8157 E: cumlngsmichael@sbcglobal.net License #j 748612 C-36 Plumbing I kw- vwaN ulllrb 0 WOMINMI; 00 LO ,n Oil IPI PN Li] I'A f:o LIU Co ey Uj w Ftl 0 I kw- Imm vwaN ulllrb Imm vwaN WOMINMI; 00 ,n Oil IPI PN Li] I'A f:o LIU ey w Ftl Imm vwaN WOMINMI; Li] I'A yA -Partial Bulft Out Plan IN Scale: 1/16" = Vl 27,972 Sq. Ft 11111'1 ' lit FAI 1-1/2' V'T'RU �...,r..._ �_, VN 18' Enlarged Kitchen Plan )_ Scale: -1/4 " =1'-0" SEE P1.1 FOr CONT MA7111 Enlarged Restroom Plan Scale: 1/4' =1'-0" 42' I ---POTENTIAL FUTURE DOOR. RUN ELECTRICAL/ PLUMBING ABOVE 77 LEGEND pae�reea I�wII�IwUIaB -------- MvlliMr co Comm woo UMLOAN yr VM vlrfr,nwalr n" Nr:R15 : COMMERCIAL AND EMPLOYEE KITCHEN EQUIPMENT LIST DESCRIPTION/ REMARKS MANUFACTURER MODEL Ph VOLT 9 ft CaptiveAire Hood w/ Automated Ansul Fire Supp. CaptiveAire 603SND-2 3 208 Make Up Air front Mount w/ Dampers Mech. Contractor 3 208 60" Dbl Oven Range Bumer/Griddle Combo/Conv. Oven Montague VG60-6-2FT 1 115 18- Charbroiler Undercook w/ optional stand Montague UFLC-24R Regaline Scullery Sinks -3 sinks+2 DrBd Advance Taboo 94-3-§I-18RL Underhood Lighting (both hoods) CaptiveAire 1 115 5' Low Temp Hood CaptiveXre 1 115 ADA Compliant Wall Mounted Hand Sink Advance -Taboo 7 -PS -25 72" Stainless STL Undercounter Refriig. ADA Compliant TRUE TUC -72 -ADA 1 115 72" Cooler Worktop TRUE TUC -72 1 115 72" Chefs Table with Shelving and Drawers 52" Dbl Door Stand -Alone Reach -In Cooler TRUE TR2R-2s 1 115 54" Dbl Door Stand -Alone Reach -In Freezer TRUE T -49-F 1 115 Elec. Oven in Employee Kitchen GE C2S980SEMSS 1 240 47" Portable Steam Tables Supreme Metal TBD 1 115 (5) Countertop Micro. Ovens -Break Room GE JES1140SP 1 120 450 LB Ice Machine and 450Lb Din Manitowoc SD -0452A 1 115 Low Temp Chemical Single Bin Inline Dish Machine Autochlo System A-4 1 115 Undercounter Stainless STL Sink - ADA Elkay ELUHAD211545 Dbl Coffee maker Bunn 27900.0001 1 208 Bosch Electric Cooktop GE NET5054UC 240/208 Gallery 24" Built -In Micro-Bd Rm, Lg Conf. Rm, Coffee Rm Frigidaire FGM0205KF Double Drawer Dishwasher -Employee Kitchen DD24DDFX6V2 Mini -Fridge -Architect Series 11 Kitchen Aid KURS24RSSS 115 Frigidaire KBHS109SSS 240 (2) Undercounter Built -In Convec. Micro Ovens Fri 9 Undercounter Ice Machine -Employee IGtchen Manitowoc SM50 115 Broan Range Hood -30"W BROAN 613004 120 (3) 36" GE Profile Cabinet Range Hoods GE JV666HSS 120 Food Service Grade Refrigerator- Employee Kitchen Frigidaire FCSS201 RF Food Service Grade Freezer- Employee Kitchen Frigidaire FCFS201 LF 10 Cup Built -In Coffee Maker Brew Express BE -110 -BS AMP GAS CONN Btu/hr 4.7 3.3 5 3/4" 20,000/40,000 3/4" 76,000 15 4 10.5 5.1 10 13.2 40 20 1580W 60 20 28.9 32 20 20 4.1 3.1 2.5 ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Chrome PI. 16 17 18 19 22 23 24 —Fisher 25 26 27 28 29 30 31 32 33 SEE P1.1 FOR CONTINUATION Scale: 1/4" =1'-0" SEE A4R.4 FOR DETAILS ON TOILET - LOCATION AND ACCESSORIES - A B C SEE P1.1 FOR SEE P1.1 FOR CONTINUATION coKnNUA110N Enlarged Kitchenette Plan @ Board Room Scale: 1/4" = 1'-0" BATHROOM EQUIPMENT LIST ITEM COUNT Desorpon/Renimim MODEL COLOR 12 BATHROOM LAVATORIES p A Kohler Highdi f Tollet Bowl (ADA) K-4308 White B Sloan Ecos Electronic Dual Flush Valle; (1.6-1.1 GPF) 8111 Chrome PI. C A 8 per 101-200 women Kohler Commercial Stronghold Told Sod WW K-4731 White D Toilets for Men Dyson Airblade Hand Dryer A-04US Alum E Kohler Kingston Wall Mount Lavatory K-2005 White F B- 3 per 100-150 men 24644' Florsstone Molded Mop Receplor MSR 242241MSR-=4 Whits G Chicago Faucets -Service Sink Faucet 897 -CP Chrome PI. H 3 Sloan Optima System-Electrorrlc Hand Washing Foucat ETF -80 Chrome Pl. I A- 2 per 151-400 people Watts 12- Square Floor Drain FS -730 Walks 8" Round Floor Drain FD -100A K BI -Level Elkey EZH2O fountain + F&V Station LZSTL8WS1X S. STL L Waterless Co: a Baja Waterless Urinal Model # 2104 White M Bobrk* Folding Shower Sod B-5181 White N Kohler Handshower w/ ADA Compliant Accessories K-18495 CHrome PI. 0 Bokxick Soap Disperear 8-2111 S.STL P Bobrlck Paper Towel Dispenser and Waste Receptacle B-3942 S. STL Q Kohler Pennington Countertop Lavatory (ADA) K-2196 White R Kohler Primary Bowl K4321 White S WHA RINNAI TANKLESS 9.5 LSI T WH -2 ON DEMAND WATER HEATER 120 V U WH -3 2 -GAL WATER HEATER ELECTRIC 120V V BATHROOM EQUIPTMENT SCHEDULE 14 TOILETS; 5 ACCESSIBLE (8 Women's, 5 Men's, 1 Unisex) �n 5 URINALS 12 BATHROOM LAVATORIES p MINIMUM PLUMBING FACILITIES A- Assembly Occ.=294 total; B- Business Occ. 144 total; NAME OF FIXTURE REQUIREMENTS TOTAL REQUIRED Toilets for Women A 8 per 101-200 women 8 B- 6 per 95-135 women Toilets for Men A- 2 per 101-200 men 5 B- 5 per 95-135 men Urinals A- 2 per 101-200 men 3 B- 3 per 100-150 men Lavatories for Women A-1 per 1-200 women 3 B- 3 per 80-120 women Lavatories for Men A 1 per 1-200 men 3 B- 3 per 80-120 men Drinking Fountains A- 2 per 151-400 people 2 Cummings A71 y, Inc. 2280 Ivy to 130 Chic 28 Ph: (530) 8 (530) 898-8157 E: cum i,smichael@Sbcglobal.net License 48612 C-36 Plumbing V N Y NOTE: Coll SLAB TO SLOPE TO DRAIN. o DRAIN IS LOWER THAN F.F. CRUSHED STONEIGLASS; TBD FINISHED SURFACE TO REMAIN FLUSH TO CONCRETE IE P1.1 FOR I *MNUATION . NOTE: CONC. SLAB TO SLOPE TO DRAIN. DRAIN IS LOWER THAN F.F. Enlar ed Locker Room Plan Scale: 1/4" = 1'-0" WCO WCO 4 TWO u. �n is p i Ail p iG M1 s: TI Cell I ,1 ........ �n Enlarged Kitchen Plan Scale: 1/4" =1'-0" NOTE: COW. SLAB TO SLOPE TO DRAIN. DRAIN IS LOWER THAN F.F. LPAAmtr 1/? C11V 1/2' HW TYP OF Enlarged Restroom Plan Scale: 1140 =1'-0" L—POTENTIAL FUTURE DOOR, RUN ELECTRICAL/ PLUMBING ABOVE 7'0' LEGEND • . •?� q- it I- HOT WAT9i Q NATURAL QAS t 7P TRAP PROM (SOV) SHUT OFF VALVE COMMERCIAL AND EMPLOYEE KITCHEN EQUIPMENT LIST ITEM # DESCRIPTION/ REMARKS MANUFACTURER MODEL Ph VOLT AMP GAS CONN Btu/hr 1 9 ft CaptiveAire Hood w/ Automated Ansul Fire Supp. CaptiveAire 603SND-2 3 208 4.7 Kohler Commensal Stronghold Tollet Seat (ADA) 2 Make Up Air front Mount w/ Dampers Mach. Contractor A 8 per 101-200 women 3 208 3.3 E Toilets for Men 3 60" Dbl Oven Range Bumer/Griddle Combo/Conv. Oven Montague VG60-6-2FT 1 115 5 3/4" 20,000/40,000 4 18" Charbroiler Undercook w/ optional stand Montague UFLC-24R H Sloan Optima SystemfJec tronlc Hand Washing Faucet 3/4" 76,000 5 Regaline Scullery Sinks -3 sinks+2 DrBd Advance Tabco 943-54-18RL J A- 2 per 151-400 people Waits 8" Round Floor Drain FD -100A 6 Underhood Lighting (both hoods) CaptiveAire Bi -Level Elkey EZH20 fountain + Fling Shdon 1 115 15 Waterless Co.'s Bala Wellerleas Urinal 7 5' Low Temp Hood CaptiveAire 1 115 4 N 8 ADA Compliant Wall Mounted Hand Sink Advance-Tabco 7 -PS -25 Bek Soap Dispenser 84111 S.STL P 9 kaff 72" Stainless STL Undercounter Refrig. ADA Compliant TRUE TUC -72 -ADA 1 115 10.5 K-2196 White 10 72" Cooler Worktop TRUE TUC -72 1 115 5.1 WHA RINNAI TANK LESS 9.5 LSI 11 72" Chefs Table with Shelving and Drawers WH -2 ON DEMAND WATER HEATER 120 V U WH -3 2 -GAL WATER HEATER ELECTRIC 12 52" Dbl Door Stand -Alone Reach -In Coder TRUE TR2R-2s 1 115 10 13 54" Dbl Door Stand -Alone Reach -In Freezer TRUE T -49-F 1 115 13.2 14 Elec. Oven in Employee Kitchen GE C2S980SEMSS 1 240 40 15 47" Portable Steam Tables Supreme Metal TBD 1 115 20 16 (5) Countertop Micro. Ovens -Break Room GE JES1140SP 1 120 158OW 17 450 LB Ice Machine and 4501-b Din Manitowoc SD -0452A 1 115 60 18 Low Temp Chemical Single Bin Inline Dish Machine Autochlo System A-4 1 115 20 19 Undercounter Stainless STL Sink - ADA Elkay ELUHAD211545 22 Dbl Coffee maker Bunn 27900.0001 1 208 28.9 23 Bosch Electric Cooktop GE NET5054UC 240/208 32 24 Gallery 24" Built -In Micro-Bd Rm, Lg Conf. Rm, Coffee Rm Frigidaire FGM0205KF 25 Double Drawer Dishwasher -Employee Kitchen Fisher-Paykel DD24DDFX6V2 26 Mini -Fridge -Architect Series II Kitchen Aid KURS24RSSS 115 20 27 (2) Undercounter Built -In Convec. Micro Ovens Frigidaire KBHS109SSS 240 20 28 Undercounter Ice Machine -Employee Kitchen Manitowoc SM50 115 4.1 29 Broan Range Hood -30" W BROAN 613004 120 3.1 30 (3) 36" GE Profile Cabinet Range Hoods GE JV666HSS 120 2.5 31 Food Service Grade Refrigerator- Employee Kitchen Frigidaire FCSS201 RF 32 Food Service Grade Freezer- Employee Kitchen Frigidaire FCFS201 LF 33 10 Cup Built -In Coffee Maker Brew Express BE -110 -BS Enlarged Kitchenette Plan @ Lg. Conf. Rm. Scale: 1/4" =1'-0" SEE A4L4 FOR DETAILS ON TOILET LOCATION AND ACCESSORIES A B C 3/4 HW �4" CW 2 �nlaed Kitchenette Plan @Board Room 1/4" = 1'-0" BATHROOM EQUIPMENT LIST ITEM # COUNT Desc riptIoNfRemeft MODEL COLOR A NOTE: CONC. SLAB TO SLOPE TO DRAIN. Kohler Highdlff Toilet Bowl (ADA) K-4368 White B LLI Sloan Ecos Electronic Dual Flush Valve. (1.6-1.1 GPF) 8111 Chrome PI. C Kohler Commensal Stronghold Tollet Seat (ADA) K-4731 Whits D A 8 per 101-200 women Dyson Alrblade Hand Dryer A-04US Alum E Toilets for Men Kohler Kingston Wall Mount Lavatory K-2005 White F w W 245c24" Florestone Molded Map Receptor MSR-24224/MSR-=4 White G B- 3 per 100-150 men Chicago Faucets -Service Sink Faucet 897 -CP Chrome PI. H Sloan Optima SystemfJec tronlc Hand Washing Faucet ETF -80 Chrome PI. I 3 Waft 12" Square Floor Drain FS -730 J A- 2 per 151-400 people Waits 8" Round Floor Drain FD -100A K Bi -Level Elkey EZH20 fountain + Fling Shdon LZSTLBW3LK S. STL. L Waterless Co.'s Bala Wellerleas Urinal Model # 2104 White M Bobrick Folding Shower Seat 8.5181 White N Kohler Handshower w/ ADA Compliant Aooeesories K-18495 CHrome Pl. O Bek Soap Dispenser 84111 S.STL P Bobrk* Paper Towel Dispenser and Waste Receptacle B-3942 S. STL Q Kohler Pennington Countertop Lavatory WW K-2196 White R Kohler Primary Bowl K4321 White S WHA RINNAI TANK LESS 9.5 LSI T WH -2 ON DEMAND WATER HEATER 120 V U WH -3 2 -GAL WATER HEATER ELECTRIC 12W V BATHROOM EQUIPTMENT SCHEDULE � 14 TOILETS; 5 ACCESSIBLE (8 Women's, 5 Men's, 1 Unisex) O 5 URINALS NOTE: CONC. SLAB TO SLOPE TO DRAIN. 12 BATHROOM LAVATORIES DRAIN 13 LOWER THAN F.F. MINIMUM PLUMBING FACILITIES LLI A- Assembly Occ.=294 total; o B- Business Occ.=144 total; 3 NAME OF FIXTURE REQUIREMENTS TOTAL REQUIRED Toilets for Women A 8 per 101-200 women 8 U B- 6 per 95-135 women Toilets for Men A 2 per 101-200 men 5 m�� LJ B- 5 per 95-135 men w W Urinals A 2 per 101-200 men 3 LU B- 3 per 100-150 men Lavatories for Women A 1 per 1-200 women 3 B- 3 per 80-120 women 0 O Lavatories for Men A 1 per 1-200 men 3 B- 3 per 80-120 men Drinking Fountains A- 2 per 151-400 people 2 Cunnings Com b#., Inc. 2280 I Stre uite 130 Chic C 9 9 5a Ph: (530) 8 — 7 (530) 898-8157 E: cum i smichael@sbcglobal.net License 748612 C-36 Plumbing SEE A4R.4 FOR DETAILS ON SINK LOCATION AND ACCESSORIES NOTE: CONC. SLAB TO SLOPE TO DRAIN. DRAIN IS LOWER THAN F.F. 1-1/2" CW TO SINGLE OCCUPANCY RESTROOI Enlarged Locker Room Plan Scale: 1/4" = 1'-0" TME 1 Ali � O NOTE: CONC. SLAB TO SLOPE TO DRAIN. o �; DRAIN 13 LOWER THAN F.F. N LOLo LLI � o 3 r U .. U m�� LJ w W LU 0 0 O SEE A4R.4 FOR DETAILS ON SINK LOCATION AND ACCESSORIES NOTE: CONC. SLAB TO SLOPE TO DRAIN. DRAIN IS LOWER THAN F.F. 1-1/2" CW TO SINGLE OCCUPANCY RESTROOI Enlarged Locker Room Plan Scale: 1/4" = 1'-0" TME 1 Ali � 5 NOTE: CONC. SLAB TO SLOPE TO DRAIN. o �; DRAIN 13 LOWER THAN F.F. CRUSHED STONEIGLASS; TBD 5 FINISHED SURFACE TO REMAIN FLUSH TO CONCRETE SEE A4R.4 FOR DETAILS ON SINK LOCATION AND ACCESSORIES NOTE: CONC. SLAB TO SLOPE TO DRAIN. DRAIN IS LOWER THAN F.F. 1-1/2" CW TO SINGLE OCCUPANCY RESTROOI Enlarged Locker Room Plan Scale: 1/4" = 1'-0" TME 1 Ali __ _------__--- _--- O I �/ _ \ TYP OF 5 KOM a►' (�) TYP OF 5 CSX./) I • � \ 55 I I 5 55 5 B l O TYP OP 4 oI � O TYP O>= j I , B O O 5 Oj O E _ O O� i II i I I I II � II o O II O 1 I _ -. __-.------------- — I I I k i f I I I l I I I I E I I I I I i I i I I I I 1 i I I I I i I I i I I I I I I I I I I I i I I I I I I i I i I I I I I I I I t 1 I E I I I I II II 0 i I f I I O I I O I O a I � I I I I I 55 I O I I TYP OP 4 I ex ® I I I O � � I i W PW I E I E I I I I I I O I 1 1 1 I 1 I t i t I � I I I TYP OF 2 ROWS 52' X I 1 I l I I O { I I II 1 � I 1 f 1 1 I I 1 1 . r----. — ._...._— -- E 1 ! F 1 1 I I I 1 I II , I I I I 1 I I ! l I 1 I I O ® II 1 I I I 1 I G I 0 0 o I ; AML. K I I I 9®® I I ®® O I ®® ®I � o o I O I �— TYP OI F 4 � F O i W I I 7Y1° OF 8 O I x I i i O C I I O I ® I I t O III I 40 I I i I I i 1 O I ELEGTRIGAL SYMBOLS DUPLEX RECEPTACLE, 15A 125\/ 3W, @ +18" UNO DOUBLE DUPLEX RECEPTACLE, 15A 125V BW, ® +15" UNO SINGLE RECEPTACLE, 125V 3161, ® +18" UNO SPECIAL OUTLET WITH TWIST LOCK RECEPTACLE. SEE PLANS FOR SPECIFICATION Q DUPLEX RECEPTACLE FLUSH W/FIN15HED FLOOR V TELEPHONE OUTLET, RING $ STRING TO ACCESSIBLE OEILIN6 V COMBINATION DATA/TELEPHONE OUTLET, RING $ STRING TO ACCESSIBLE CEILIN6, OF, PRE -WIRE DEVICES. ® TELEPHONE OUTLET FLUSH W/FINISHED FLOOR 55 5IN6LF- POLE TOGGLE SWITCH, ® +46" UNO 52 TWO POLE TOGGLE SWITCH, ® +46" UNO 53 THREE-WAY TOGGLE SWITCH, ® +46" UNO Sp DIMMER SWITCH, @ +46" UNO Imo/ OCCUPANCY SENSOR O JUNCTION BOX, SIZE $ TYPE AS INDICATED OR REQUIRED NON-FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH, SIZE PER UNIT LABEL ® PANELBOARD, MOUNTED AS NOTED ON PANEL SCHEDULE Q DISTRIBUTION TRANSFORMER, MOUNTING AS NOTED © TERMINAL CABINET, SIZE AND TYPE AS NOTED TELEPHONE TERMINAL BOARD: 4'X VX 3/4" PLYWOOD OR AS NOTED W/DOUBLE DUPLEX RECEPTACLE 4 I-#6 GRND ® FIXTURE TYPE FLUORESCENT LIGHT FIXTURE - RECESSED C] FLUORESCENT LIGHT FIXTURE - SURFACE OR PENDANT MOUNTED FLUORESCENT STRIP LIGHT -SURFACE MOUNTED O INCANDESCENT / HID LIGHT FIXTURE - RECESSED INCANDESCENT / HID L16HT FIXTURE - SURFACE MOUNTED MOUNTED INCANDESCENT / HID LIGHT FIXTURE - WALL MOUNTED EXIT LIGHT EMER6ENOY LIGHTING FIXTURE - SURFACE MOUNTED ® CONTROL EQUIPMENT, NIES, CONNECT A5 REQUIRED OMECHANICAL EQUIPMENT DE516NATION / MOTOR f-- CONDUIT RUN CONCEALED BELOA FLOOR OR FINISHED GRADE �- CONDUIT CONCEALED IN AAL- OR CEILIN6 �--" HOME" TO RESPECTIVE PANEL OR TERMINAL CABINET - UNDER&ROUND �--- HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - OVERHEAD eDETAIL VM16NATION: TOP NUMBER INDICATES DETAIL, BOTTOM LETTER/NUMBER INDICATES SHEET IG 150LATM 6ROUND 6F1 6ROUND FAULT INTERRUPTER NL NIGHT LIGHT - UNSAITCHED FIXTURE W I"EATHERPR00F MT EMPTY CONDUIT AITH PULLSTRIN6 (E) EXI5TIN6 NIE-5 NOT IN ELECTRICAL SECTION OF THESE PLANS 3 5PEC5 UNO UNLE55 NOTED OTHEM15E AC AIR CURTAIN OF UNDER FLOOR na AI AI 012 (1 AV ^�AV EM 1; ® A 2 AI AP1 AA 6FI +49 1 AI r-- -__- PANEL A I I 4- i 0 0 0 A I L 1«49 - - '7 I 21-29 I A f7 p 1 O A 15 A15 f j AI t A 15 I ` I / A 15 I I a Ar- a 012 A 25 I I AI -!O I I I X' 012 01.2 012 I 012 A 25 AS 93 I AI II As Al I I �Q� XI 25At 11' � —� ffff A 21 �; At � � � A 21 �( � Al 96 At 361 At 2-IAt 27 j i AI 25 AI 25 Al 19 I At 13 A 33 A 33 2? A IPANEL At I AI 36 � 012 � 0E2 I 55 Al 1Q� � I j ( / At 2 i I II • I A 25 0t2 ! gp1 At 27 ( At 27 �- ! AI 25 At IB I At 13 j' AI 15 A 55 A 33 , A 23 i �A At 25 At II _ 1� �1 � t At 36- A 29 1 v ® O I li AlI At I At I I \ A25 A25 A 2 R 1 L h _� AI 21 _ Alli-- 1 � al1 T 9 -II -13 / I I At 1 \� /' I' TT9 �/ I" TTS \At 15 11 TT5 EH 1-5 \\ At 23 \\ At 14 Q i J/ //' 1" TTB EM 5-'1012 1 At 9 \`t 1 11 TT9 \\ 11 TT13 1. TTS I I ; I I At 5813 -- -- — I 1 11 AI 5 i I Al s i 012 � 012 B XT I I •12 Al 3 1 f r._...__ A 20 All 012 I I Ai T 'a All (_••__.----- '\ f At 4 012 1 �AI 24 All Z rAl q i 2-7 A 20 i At (5Fl I 0 =19 13 I At gal 012 A 20 At 5 At I Al 3 012 At 5 Al 29 \�15 GPI I A 9t A 51 i A M f2 B 9 •® 1329 525 AI 29 AI 1 At 7 At R At 4 A 10 �IEMI $moL e i I ti At 24 At 5 At 5 ---' ` -- '" 9/4 M.T. 012 I I 13 11 6Fl +46 GPI «48 525 I 5:21 ------------------- ------------------------------------------ i \� S -------- 551 , 1 I cl —- — B5 I 9 � I •12 � a , SIB 13 19 I I I 012 i 1 I i , 133 I j I +-49 B 15 --------- 1515 -------1315 bfi a i I s 13 9 0t2 I ®- 515 i 0 PANES. B V V I 191 "51 i I I S 15 I I I I I i I I � I I i I I 1 I I I I I I I I 012 x, D A9 v A9 A9 i A� A9 B 14 BM e 1 i t I I I I I ! I I I I I I I 3 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 1 I I I I I I 1 L--------------------------------------------, 1 I a ! n O I i I I 012 I I I a I A AS A5 AS 44 A& • 1 I ! AS t A 5 � ` I �I \ j QD , A T I � I A'3 � l J� t t I { I f p I I I I t 1! i I I i I I � I I I i A 1-01 1 I i I• �13 t 1 I / I I / 1' TIS I 1 f A -1 � I � 1 t I A Idl j I I I I ® I f I 1 I 1 It ° I 514 I I I 012 f 4 I t 1335 I 1 I 1 1 I B I? I r I I I I t 012 ° I I I I i 1 I 1 I I 1 1 1 1 1 I B 29 E I •I r ' 1 •------------------------- ----_-r------- { t { { a � I I 1 I 1 ' t I B 17 i I � I 1 I I 1 I I i I 1 I B I'1 I IBM I o 0 o I t IMh'ER I ATFL K 1 E I j ®® I { 00 i I T i 00 k I 1 I 00 ® I � I i 1 I R 4 I 1 - I F ' I I 1 I 1 K20 K f2 1 I i KI I i K IS j TWO VENDINb MACHINES I I 1 E I I a I t----------------------------- I I I I I I s K 12 I i I I I 1 O I 1 I i a a E 1 I I r f I I I I I I ! I I I I i I I I { I I I i I I I I I I I ! I I i I I I I i ! I I I I 1 I I I I L--------------------------------------------� 1 1 I a o p I ! I ! 1 n I I I i I I I I 1 I I E 94-96 ! f ------------------ i I I n I ! 1 I t I ! I I I I I t I I a I 3 I I 1 ' I i I I I I I 1 I I I I I Z I I a I i I i E I I I I � I I t I I E 1 I I I I I i n I ! I I i I I I I I I I f I I I f n I e ' I INC-�R I i ANS iC to I 1 I ®® I ®® I 1 � I 1 R li I I 1 I f 1 1 1 1 1 I 1 I I I I I ! i I I I I I 1 I I i I n -------------------------- I I i f t I f t I I I I O I I M55 120/208 5q) 4W 1200A NEMA 5R E5T A I G 56,000 M �i0/5 400/3 1 1/4 4 #4 2 #6&R r----- - ---i 1200/5 I 1 � 1 UE1-ER GROUND PER NEC, 250 4-5" TO UTILITY TRANSFORMER i100A ATS I � ! L-----------� 1 #2GR 1 114 4 #4 1 #6 1 1/4 4 #4 1 #6 PNL A I v2 4-1/O I #6 25 KW PNL 120/205 Al 5 � 4w ONE LINE t.) I A6RAM - MAIN SERV I GE 25/3 2" G 4-1/D PNL B NO SCALE 400/3 PNL K 2-2" G 4-5/O 1 #2GR L 16HT F I XTURFE SCHEDULE TYPE I MANUFACTURER CATALOG NUMBER I DE��GRIPTION LAMPS MOUNTING A i PEERLESS EGGM2 28 T5 R8120 GEB 1013E 1 I MULTIPLE LENGTH DECO PENDANTS 28 WATT TS ! M, EL DGT LP541D F2/120 GBG AGG -- I 25 T5 R5 120 GEB VCT ' EI MULTIPLE LENGTH DECO PE:NDANT5 28 WATT TS ; !tG5AM2 B j PEERL MR m 100 _55 I -- ± ID541P F2/120 G100 AGG G I - ........._._.......__......_----..__.._.............._._..._..i._.------- CLMq 228 T5 GOA R12 120 GEB/05GT ! MULTIPLE LENGTH DECO PE NDAN75 28 WATT TS LP541D F2/120/AGB L— PEERLESS 1 I D PEERLESS EGGW 228 T5 RQ 120 GEB 10 SGT ! WALL BRACKET \/ANITY 28 WATT T5 LD541 G 100 1 -� ! ,__ _-- _— -- ---- ------ ------- -- FLOUR WALL SCONCE E LITHONIA j 11851 BACK PAN W/ SOCKET ONLY 15 WATT 13 WATT FLOUR DECORATIVE COVER BY OTHERS ' DECO HANGING PENDANT F BY OWNER W -•■N■■■■■m■�■■ ■ TWAG 42TRT 120 EG DAH j WALL PACK EXTERIOR WHITE 42 WATT FLOUR 1 G LITHONIAf ILPI 1 ! _----._......__....._— �-- - ------ - — H 5PORTLITE DX4 T42 41 K 21 PRL 210 LPP i 4 LAMP 42 WATT 2 LEVEL 42 WATT TRT - - 1111im■m■111111111MICI■■ 120 25L 'GMGW STEP 1;'IM5POR7 LIGHT ! 10 i GABLE LIGHT W/ COMPACT 'MRI6 I I II 1 TECH LIGHTING KABLE LIGHT W/KTTDLO HEADS I FLOUR HEADS REGEPT 4' STEM MTD PENDANT ;MRI6 J TECH LIGHTING !15UMMIT LTG P. 153 ! a K LITHONIA ! ----- --- - -- --- - _ _ _. ._ _ _-; - ---- ..................... t--- LP5X 4 RECESSED P. 551 14" RECESSED DOWNLIGHT Y^l/ MRI6 CLEAR 5PEGULAR CLEAR 5PEGULAR5 — I--- L ---_._.-- ` LIGHTING I MONORAIL SATIA NICKEL HANGING MONORAIL W/ DECO HEADS MRI6 !TECH I SPROCKET HEADS P. 20 _____ �_—__......_......_..............---- ___.__..._.._...---...----- ------- M ._....-_.._......_.------ MONORAIL SATIA NICKEL HANGING MONORAIL W/ DECO HEADS MRI6 1 TECH LIGHTING I i LITHONIA 1LD8FN CIRCULAR W/ JOHN HEAD P. Ia5 — ------ _--- --- ------------- - ................_..L.....-_......._.......__... 26-42 502A 120 5" RECESSED DOWN LIGHT 42 TRT 'LP6FN 26-42 502A !20 6" REGE55ED DOWN LIGHT 142 TRT — ........ ...--._......__... - - -- ............... _ _N .. -; O i_ i LITHONIA I_ P HYDRELL .... _ IND 4415 i INGROUND UPLIGHT FOUNTAIN LIGHT 42 TRT ---- ...----- - ._... — --- L---- - --- _ 22 'MONORAIL N/ SPROCKET HEADS `CIRCULAR PENDANT MRI6 ' i Q TECH LIGHTING P. 204 -- R M j TECH LIGHTING I MONORAIL TRACK FROST TRACK LIGHTING 1 1 MR46 WHITE PENDANTS RI II �JQH LIGHTING SPROCKET HEADS FR05T ? TRACK LIGHTING MRI6 WHITE PENDANTS 5 1 TECH LIGHTING MONORAIL W/ RLM MEDAL MIDNIGHT I TRACK LIGHTING 1 MRI6 LL LU STANDOFFS j WALL PENDANT T i TECH LIGHTING MONOPOINT U { TECH LIGHTING (SUMMIT P. X85 WAFFLE P. 156 !PENDANT LIGHTS y TECH LIGHTING')�IORAIL N/ SPROCKET HEADS TRACK HUNG PENDANTS ;MRI6 i N I PENDANT HUN& FL.OURESGENT BY OWNER ILHQM -------------- ............... . ...... -- X LITHONIA I LRP ` I - -- - -- ---- -- -- XI I LITHONIA ! ` ......... ... __......_....... _.. Y � LITHONIA G232 120 (SEB 14' STRIP FIXTURE 32 WATT FLOUR I Z LITHONIA G2oi6 120 GEB 8' STRIP FIXTURE l 52 WATT FLOUR Sheets ---- ---—..._......_..........._..._.. . - -- ---- - - -- ---- -- - -------------------- 38 _.._.....i.... _....... _ ............................... _._...._.. 3q _ !. ------- KA 5P KA ~T' 2" STUB 17 2" STUB PANEL A BY PANELBOARD 5rHEPULE •.. PANELBOAM 5GHEOULE .: VOLT5 5,, ■ W66 BRAW H ;. M, Mal AMP ITEM mm POLE MR m 100 ITEM FUTURE EQ - - ■■■noon V '■■ �■■in©■� ■ ■■■in "••��■0■■■ ■ ■■■�D JU .:. ■■■■■■■■■o■�■■ ■ ■■■Iii■ W -•■N■■■■■m■�■■ ■ ■■■ImMM •:•■■■®■■■ ■■■I® - • ■�■--M■■� - - 1111im■m■111111111MICI■■ 10 II 360 mmummmmmmmmm REGEPT 13 720 14 - - nnm■■■■�■■■�mnn 15 120 16 III 1 1176 18 LLJ la 10 20 k1 �Lu 21 22 O 23 1 1 24 *k), n, 3L 25 I- 26 SPACE LL LU 211 252012520 ::. - ■■m■a-�■■■i O .::noon 30 k , 31 32 Date 33 scale 34 Drawn RF/JNT Job 35 1.% E4 Of Sheets 31 38 3q _ 40 41 42 14026H51:213b-761 LOAD 124-74/56>0 54.65A X 1:25% 43.3A TOTAL LOAD = ■:C� ====M •:. 7■■■ ■ n■m .:. MEW MEM • • - Dmm■■■■=mmmm■ow ©■®■MINI■■■ME■■_ __ — ©■EMEMMM■■ME n • - - m■M■ •�' ■MINIMME mn PANEL = ©9JRFArE BY PANELBOARD 5rHEPULE •.. 125 AMP MAIN W66 BRAW H ;. BRANCH BREAKER5 AMP ITEM mm POLE MR m 100 ITEM FUTURE EQ - - ■■■noon V '■■ �■■in©■� LIGHTING IL 3 V 4 JU v 5 W 6 ; ? 7 8 q 10 II 360 12 REGEPT 13 720 14 15 120 16 III 1 1176 18 LLJ la I I76 20 k1 �Lu 21 22 O 23 1 1 24 *k), n, 3L 25 I- 26 SPACE LL LU 211 252012520 ::. LOAD 7cI20/1360 22A X 1:25% 2*75A TOTAL O 2q 30 k , 31 32 Date 33 scale 34 Drawn RF/JNT Job 35 1.% E4 Of Sheets 31 38 3q _ 40 41 42 14026H51:213b-761 LOAD 124-74/56>0 54.65A X 1:25% 43.3A TOTAL •• ■ FLLJ5H ©9JRFACE BY PANELBOARD 5GHEDULE JYPE NOOD.. 1AV ISOLATED _ BAR • •s VOLT5 5 „ AMP MAIN. 3. 4 h Q LU65 ❑ BRKR BRAW H ;. BRANCH BREAKER5 AMP ITEM mm POLE GIR LB -T PHASE L-OAD!N6 R16W fliA5E LOADiN6 GIR AMP NO. -A7 B G A 1 s G NO. RkT*POLE ITEM FUTURE EQ - - ■■■noon V '■■ �■■in©■� LIGHTING IL 3 V 4 JU v 5 W 6 ; ? 7 8 q 10 II 360 12 REGEPT 13 720 14 15 120 16 III 1 1176 18 LLJ la I I76 20 k1 �Lu 21 22 O 23 1 1 24 *k), n, 3L 25 I- 26 SPACE LL LU 211 252012520 ::. LOAD 7cI20/1360 22A X 1:25% 2*75A TOTAL PANEL K MOUNTING: ❑X FLU5H ❑ SURFACE BY PANELBOARD 5GHEDULE TYPE NQOD 120/208 VOLTS 5 400 AMP MAIN 4 h Q LU65 ❑ BRKR BRANCH BREAKER5 AMP ITEM mm POLE GIR LB -T PHASE L-OAD!N6 R16W fliA5E LOADiN6 GIR AMP NO. -A7 B G A 1 s G NO. RkT*POLE ITEM FUTURE EQ I V 21:2C I LIGHTING IL 3 V 4 JU v 5 W 6 ; ? 7 8 q 10 II 360 12 REGEPT 13 720 14 15 120 16 III 1 1176 18 LLJ la I I76 20 k1 �Lu 21 22 O 23 1 1 24 *k), n, 3L 25 I- 26 SPACE LL LU 211 28 O 2q 30 k , 31 32 Date 33 scale 34 Drawn RF/JNT Job 35 1.% E4 Of Sheets 31 38 3q _ 40 41 42 LOAD = W J REVISIONS BY V a IL V � JU v 1, W ; ? Lu uj LLJ k1 �Lu Q °C o V O � V *k), n, 3L I- O X LL LU O ll y 0 kn k , V 0 Date 11/16/10 scale Drawn RF/JNT Job Sheet E4 Of Sheets GLYCOL MANAGE SYSTEM CHEMIC/ FEEDER CHILLER SCHEDULE STORAGE SCHEDULE MANUFACTURER: CALMAC MANUFACTURER: TRANE MARK MODEL TYPE CAP. (TONS) CAP. CONTROL REFRIG. FOULING FACTOR CHILLED WATER FLUID LOAD, (TON -HRS) ELECTRICAL REMARKS OPER. WEIGHT (lbs) REMARKS FLOW (GPM) EWT (F) LWT (F) PD (FT) LOCKED R. AMPS POWER KW V -PH -HZ MCA CH RTAC 155 - 101.2 - HCFC -134A - 506.4 28 23 22.0 CA - 252.0CB - 212.0 132.8 460-30-60 317.0 10,769 1, 2, 3. 4 1,2 REMARKS: 1. PROVIDE 2. FLUID: 3. CHILLER 4. MOCP: FACTORY INSTALLED UNIT MOUNTED, REDUCED VOLTAGE, 25% PROPYLENE GLYCOL KW, AND MCA LISTED ARE FOR ARI CONDITIONS 450 AMPS STARTER WITH DISCONNECT. 82 (1100 TOT) 1750 CHILLER YARD RENDERING SCALE: N.T.S. AL ICE STORAGE SCHEDULE MANUFACTURER: CALMAC HEAT TRANSFER COOLING WATER TEMP (°F) CHARGING PRESS. DISCHARGING NOMINAL LATENT OPERATING GPM EL FLUID LOAD, (TON -HRS) WEIGHT (LBS.) REMARKS FLOW o EWT, (F) 0 P, (PSI) FLOW LWT, (°F) P, (PSI) COOLED VCTRIC (GPM) 24"0 x 50.5" 225 .4 (GPM) NLAP 40 34 43 55 45 C 30% P.G. 253.2 ea. 23 1,2 14.7 134.4 ea. 33 7.5 486 ea. 50,600 1 506.4 82 (1100 TOT) 1750 460-3-60 CHILLED GLYCOL LOOP (537.6 TOT) 12TES (1944 TOTAL) 20 /IDE WITH WATER LEVEL INDICATOR AND ICE BUILD MONITOR. SCHEDULE MANUFACTURER: BELL & GOSSETT EXCHANGER SCHEDULE MANUFACTURER: ALFA LAVAL )W RATE HEAT TRANSFER COOLING WATER TEMP (°F) COOLED WATER TEMP (°F) PRESS. DROP (P.S.I.) WEIGHT (LBS) MODEL GPM HEADRPM 7HP REMARKS ELECTRICAL SERVICE WEIGHT REMARKS INLET OUTLET (FT.) ET 1 COOLED VCTRIC 85 24"0 x 50.5" 225 .4 1261 NLAP 40 34 43 55 45 7.36 REMARKS: 1. PRECHARGE TO 12 PSI. 4.57 1040 1,2 16.90 0� cy_ w w SERIES 80 4x4x11 506.4 82 J 1750 460-3-60 CHILLED GLYCOL LOOP 585 12TES 20 16.90 SERIES 80 4x4x11 506.4 82 1750 460-3-60 CHILLED GLYCOL585 TES LOOP 1,2 20 SERIES 80 6x6x11 537.6 421750 z 460-3-60 CHILLED GLYCOL WAREHOUSE LOOP 645 1, 2, 3 7.94 SERIES 80 6x6x11 537.6 42 1750 460-3-60 CHILLED GLYCOL WAREHOUSE LOOP 645 1, 2, 3 10 CHILLED WATER _ 1 2 SERIES 80 4x4x11 265.1 1051750 715 460-3-60 OFFICE LOOP 10.62 CHILLED WATER _ 1 2 SERIES 80 4x4x11 265.1 105 1750 460-3-60 OFFICE LOOP 15 1. INCLUDE TEFC PREMIUM EFFICIENCY MOTOR. 2. MOTOR INSTALLED WITH VFD. 3. PUMP SIZED TO FEED ARU'S WHEN MOVED TO WAREHOUSE 1 & 2. VIE HEAT EXCHANGER SCHEDULE MANUFACTURER: ALFA LAVAL )W RATE HEAT TRANSFER COOLING WATER TEMP (°F) COOLED WATER TEMP (°F) PRESS. DROP (P.S.I.) WEIGHT (LBS) REMARKS LING (DIA x HEIGHT) (MBH) REMARKS z AS 1 INLET OUTLET INLET OUTLET COOLING ET 1 COOLED COOLED 85 24"0 x 50.5" 225 .4 1261 NLAP 40 34 43 55 45 7.36 REMARKS: 1. PRECHARGE TO 12 PSI. 4.57 1040 1,2 251.0 0� cy_ w w J _! J Z S NBRP CLIP -ON. 0 EXPANSION TANK SCHEDULE MANUFACTURER: WESSEL W MARK TANK ACCEPTANCE DIMENSIONS OPERATING FLOOD WEIGHT MARK MODEL VOLUME VOLUME (DIA x HEIGHT) WEIGHT REMARKS z AS 1 (gal) (gal) 537.6 (LBS) 429 ET 1 NLAP 325 85 85 24"0 x 50.5" 225 1,2 ET 2 NLAP 40 11 14, 12"0 x 26.5" 42 1 REMARKS: 1. PRECHARGE TO 12 PSI. 2. SELECT NEW EXPANSION TANK WHEN ARU'S MOVED TO WAREHOUSE 1 & 2. AIR SEPARATOR SCHEDULE M BELL&GOSS TT W MARK MODEL DIMENSION FLOW Cv FLOOD WEIGHT REMARKS W U0 (DIA x HT) (GPM) U (LBS) z AS 1 RL -6F 18"0 x 44" 537.6 _ 429 1 AS 2 R -4F 12.75"0 x 31.5" 265.1 _ 278 1 REMARKS: 1. WITH BLOWDOWN & AUTO AIR VENT COSTA ENGINEEkS 3274 Villa Lane INC. Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 QRpFESS/0 G r cr_ ( No. 16682 ) _. x '*' -'l .3 -31-�F10 OFCA_� DATE: 10.01.10 DRAWN: DF CHECKED: TC REVISION: I BY: W I �Lo r) W U0 m Q U W J z = C) > D o U w Lo ry DATE: 10.01.10 DRAWN: DF CHECKED: TC REVISION: I BY: w I r) w U U) z w D OD a LIJ 0 �M Q 0� cy_ w w J _! J Z r= V 0 DATE: 10.01.10 DRAWN: DF CHECKED: TC REVISION: I BY: FAN COIL SCHEDULE MANUFACTURER: MULTI -AQUA MARK It W SUPPLY FAN COOLING HEATING ENT/LVG.AIR DB (°F.) GPM Cv AIR A P ("WC) MARK MODEL CFM SEN OA MOTOR ELEC WEIGHT REMARKS TOT CAP SENS CAP CW CW CW WPD TOT CAP HW HW HW p Q� O CFM THROWAWAY HP HC # CC # LOCATION REMARKS 1/166 HC -3 MLH MBH GPM EWT (°F) LWT (°F) (FT H2O) MBH GPM EWT (°F) LWT (°F) 2/123 HC -4 AH -4 20.78 FC 1 MULTI -AQUA MHWW-09- 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 - 0.11 5.95 2.95 HC -6 AH -6 2.75 1400 75.9 N/A 50/100 7.6 - 0.13 6.61 AH MCCB-06 FC 2 MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 HORSEPOWER MHWW-09-H-01 5 BOTTOM OF SLAB = 0 TOD TOP OF DUCT OAp DIFFERENTIAL PRESSURE SENSOR +/- 0.25" W.C. Z U m w FC 3 MULTI -AQUA MULTI-AQUA MHNC 400 11.8 8.9 1.5 45 60.7 7.2 32.0 1.0 180 116 1/8 208-10-60 66.0 1,3,4,6 X5 2873 230-30-60 12 1 600 2" FILTER 1,450 HC -2 CC -2 TAILAND RETAIL AND 1-5 2 Mm 4. 1 FC 4 MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 MHWWI-09 6.09 FC 5 MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 15 MHWW-09-H-01 1500 2" FILTER 1,900 HC -3 CC -3 1-5 3 FC 6 MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 '155 1/60 208-10-60 25.7 1,2,3,5 MHWW-09-H-01 FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 7 MHWW-09-H-01 HC -4 CC -4 OFFICE CORE 1-5 4 FC 8 MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 MHWW-09-H-01 AH MCCB-03 1300 2.352851 X 230-30-60 9 1 300 2" FILTER 1,000 FC 9 MULTI -AQUA 480 17.1 13.4 3.6 45 55 3.8 58.8 3.0 180 160 1/20 208-10-60 44.4 1,2,3,5 MHWW-18-H-01 CONFERENCE FC MULTI -AQUA 480 17.1 13.4 3.6 45 55 3.8 58.8 3.0 180 160 1120 208-10-60 44.4 1,2,3,5 10 MHWW-18-H-01 AH MCCB-03 1400 2.41 2954 230-30-60 9 1 150 2" FILTER 1,000 HC -6 CC -6 BOARD ROOM FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 11 MHWWI-09 ELECTRICAL, INSTALLED BY MECHANICAL. REFER TO(y 2. WEIGHT OF COILS INCLUDED. s. 3. FAN SHALL HAVE 2" INTERNAL SPRING ISOLATION. 4. UNIT PROVIDED WITH FACTORY INSTALLED FAN MOTOR STARTER. FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 12 MHWW-09-H-01 FC 13 MULTI -AQUA 400 12.3 9.1 2.0 45 58.4 7.2 32.0 1.0 180 116 1/8 208-10-60 66.0 1,3,4,6 MHNCCW04-01 FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 14 MHWW-09-H-01 FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 15 MHWWI-09 FC 16 MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 MHWW-09-H-01 FC MULTI -AQUA 480 17.1 13.4 3.6 45 55 3.8 58.8 3.0 180 160 1/20 208-10-60 44.4 1,2,3,5 17 MHWW-18-H-01 FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 18 MHWW-09-H-01 FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 19 MHWW-09-H-01 FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 20 MHWW-09-H-01 FC MULTI -AQUA 270 10.5 7.9 1.8 45 55 3.6 33.7 1.5 180 155 1/60 208-10-60 25.7 1,2,3,5 21 MHWW-09 1,2,3,5 FC MULTI -AQUA 480 17.1 13.4 3.6 45 55 3.8 58.8 3.0 180 160 1/20 208-10-60 44.4 22 MHWW-18-H-01 D MULTI-AQUA 480 17.1 13.4 3.6 45 55 3.8 58.8 3.0 180 160 1/20 208-10-60 44.4 1,2,3,5MHWW-18-H-01 REMARKS: 1. THERMOSTAT CONTROLLED 4. CEILING CONCEALED FC 6. MOUNT FAN COIL PER DETAIL Q 2. WALL MOUNTED FAN COIL 5. MOUNT FAN PER DETAIL 4. 3. INCLUDE CONDENSATE PUMP AIR HANDLER SCHEDULE MANUFACTURER: TRANE MARK It W SUPPLY FAN CFM MBH ENT/LVG.AIR DB (°F.) GPM Cv AIR A P ("WC) H2O A P (FT) ROWS / FINS PER FOOT J ¢ SEN OA PLEATED WEIGHT 3300 178.9 N/A 50/100 17.9 TSP BHP 8.08 2/105 WHEEL AH -2 MARK p Q� O CFM THROWAWAY (LBS) HC # CC # LOCATION REMARKS 1/166 HC -3 CFM " 6000 RPM VOLTS -PH -Hz 50/100 QUANT. - FILTERS 3.36 2/123 HC -4 AH -4 20.78 11800 639.9 N/A W.C. Hp - 0.18 DIA./WIDTH 2/91 HC -5 AH -5 2.75 1300 70.5 N/A 50/100 7.0 - 0.11 5.95 2.95 HC -6 AH -6 2.75 1400 75.9 N/A 50/100 7.6 - 0.13 6.61 AH MCCB-06 3300 2.87 DUCT 90' SPLIT 2615 230-30-60 12 1 700 2" FILTER 1,300 HC -1 CC -1 BREAK ROOM 1-5 BRAKE HORSEPOWER HP HORSEPOWER � IU 5 BOTTOM OF SLAB = 0 TOD TOP OF DUCT OAp DIFFERENTIAL PRESSURE SENSOR +/- 0.25" W.C. Z U m w z 4.00 2 <t U _ _ D U LL w AH MCCB-08 4000 2.71 X5 2873 230-30-60 12 1 600 2" FILTER 1,450 HC -2 CC -2 TAILAND RETAIL AND 1-5 2 Mm 4. 1 LOBBY 6.09 AH MCCB-12 6000 2.53 2291 230-30-60 15 1 1500 2" FILTER 1,900 HC -3 CC -3 1-5 3 PURPOSE 7.5 AH MCCB-21 11800 2.841466 X15 230-30-60 22 1 1750 2" FILTER 2,950 HC -4 CC -4 OFFICE CORE 1-5 4 AH MCCB-03 1300 2.352851 X 230-30-60 9 1 300 2" FILTER 1,000 HC -5 CC -5 HR OFFICE/ 2-5 5 CONFERENCE 1.34 AH MCCB-03 1400 2.41 2954 230-30-60 9 1 150 2" FILTER 1,000 HC -6 CC -6 BOARD ROOM 2-5 6 1.5 REMARKS: 1. PROVIDE SMOKE DETECTOR PER CMC 609. DETECTOR ROVIDED BY 5. FOR UNIT MOUNTING, REFER TO DETAIL e a. ELECTRICAL, INSTALLED BY MECHANICAL. REFER TO(y 2. WEIGHT OF COILS INCLUDED. s. 3. FAN SHALL HAVE 2" INTERNAL SPRING ISOLATION. 4. UNIT PROVIDED WITH FACTORY INSTALLED FAN MOTOR STARTER. AIR HANDLER HEATING COIL SCHEDULE MANUFACTURER: TRANE MARK AHU SIZE (FT2) CFM MBH ENT/LVG.AIR DB (°F.) GPM Cv AIR A P ("WC) H2O A P (FT) ROWS / FINS PER FOOT TOT SEN HC -1 AH -1 4.38 3300 178.9 N/A 50/100 17.9 - 0.31 8.08 2/105 HC -2 AH -2 7.31 4000 216.9 N/A 50/100 21.7 - 0.19 2.60 1/166 HC -3 AH -3 12.38 6000 325.4 N/A 50/100 32.5 - 0.18 3.36 2/123 HC -4 AH -4 20.78 11800 639.9 N/A 50/100 63.9 - 0.18 2.87 2/91 HC -5 AH -5 2.75 1300 70.5 N/A 50/100 7.0 - 0.11 5.95 2/80 HC -6 AH -6 2.75 1400 75.9 N/A 50/100 7.6 - 0.13 6.61 2/84 REMARKS: COIL INTEGRAL TO AHU. EWT/LWT: 180/160°F AIR HANDLER COOLING COIL SCHEDULE MANUFACTURER: TRANE MARK AHU SIZE (FT 2) CFM MBH ENT/LVG.AIR DB ('F.) GPM Cv AIR Q P ("WC) H2O 0 P (FT) ROWS / FINS PER FOOT TOT SEN CC -1 AH -1 5.86 3300 129.2 108.9 85/55 25.7 - 0.79 6.12 6/107 CC -2 AH -2 7.54 4000 153.7 132.0 85/55 30.6 - 0.71 3.63 6/132 CC -3 AH -3 12.30 6000 234.1 198.0 85/55 46.7 - 0.62 5.80 6/102 CC -4 AH -4 20.78 11800 456.4 389.4 85/55 91.0 - 0.91 3.91 8/91 CC -5 AH -5 2.75 1300 49.6 42.9 85/55 9.9 - 0.59 3.62 4/165 CC -6 AH -6 2.75 1400 54.8 46.2 85/55 10.9 - 0.56 8.53 4/142 REMARKS: COIL INTEGRAL TO AHU. EWT/LWT: 45/55°F MECHANICAL L SYMBOL ABBR. DESCRIPTION X EQUIPMENT TYPE X COSTA EQUIPMENT NUMBER X 3274 Villa DETAIL / DRAWING NUMBER X -X Napa, CA 94558 SHEET NUMBER C fax: 707-252-6473 SA OR OA SECTION THRU SUPPLY AIR co OR OUTSIDE AIR DUCT ® RA OR EA SECTION THRU RETURN AIR Exp.3-31-10 OR EXHAUST AIR DUCT OF CA ROUND DUCT DOWN DN OR UP SLOPE DUCT DOWN OR UP IN DIRECTION OF FLOW - - - - AL AL FC 1" ACOUSTICAL LINING 2" ACOUSTICAL LINING FLEXIBLE DUCT CONNECTION - - - - VD VOLUME DAMPER FSD TV FIRE SMOKE DAMPER TURNING VANES I�� FLEXIBLE DUCT 45' ROUND DUCT TAKE -OFF LL ui W 45' RECTANGULAR ti Lo DUCT TAKE -OFF 90' RADIUS TURN - ROUND =c) U OR RECTANGULAR DUCT w SQUARE TO ROUND < DUCT TRANSITION U > DUCT TRANSITION JJJJ RECTANGULAR L DUCT 90' SPLIT (D 0 THERMOSTAT & SENSOR, 48"AFF, MAX CO CO, SENSOR \> i AP ACCESS PANEL DZ BHP BRAKE HORSEPOWER HP HORSEPOWER � IU BOS BOTTOM OF SLAB = 0 TOD TOP OF DUCT OAp DIFFERENTIAL PRESSURE SENSOR +/- 0.25" W.C. I COSTA ENG INEEkS 3274 Villa Lane INC. Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 QROFESS/ON q co Z No. 16682 Exp.3-31-10 MFCHANIGP� F OF CA V J L.L �J LL ui W r n ti Lo NV W =c) U m w 0_ < Z U > MU J L U) W(%) __J 0 DZ F U � IU V Z = 0 W 0 c D Z U m w z W 2 <t U _ _ D U LL w O w 2 DATE: 10.01.10 DRAWN: DF CHECKED: TC REVISION: BY: Mm 4. 1 ..........:,,.................................:. ....: ry:....Y\.. ................ ...........<,v ............ ............................................... ...:... ...:. 1 1 E � { , t ................ ...... ! 1 { i f1f k I i £ E i fif ijE I m 3 f E i i i i € REGIS41. 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T�,��ct ayS A oN m m Z i EQUIPMENT PLAN OFFICE BUILDING OVERALL EQU ,�� X o 9ti� o �� �o o . o " D Z �, N � ° 5370 CHURCH STREET C-) o � o RICHVALE, CA 95974 q 2i33N�`�� (i cry o o S�HEET M4,22 OFFICE BUILDING HYDRONICS & HVAC SOUTH OF MATCHLINE SCALE: 1" = 8'-0" .................. ........... ... 22: ... . ................ ......... _....... ._....._........._..__.__............._.........__.......... ...._... .. ........ .......... ......- ................... ..............._.:<. i i _. ._... _. ..._..._.._ ......_.._..... _._.. ___ ___. .._..... ......_.. _._.._ . --- ................. ... ................... ... ................... ...... ....... ......... ... ......... .......... COSTA ENGINEEkS 3274 Villa Lane INC Napa, CA 94558 ph: 707-252-9177 i ESS/pN�` o04 COS F P� T9 2Z PROJECT NORTH S HEE 1 M4.2 *5 COSTA ENGINEEkS 3274 Villa Lane INC Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 ESS/pN�` o04 COS F P� T9 2Z cy-No. 16682 Exp.3-31-10 r't �FCHAWZ, ��\Q Fpr- CA��F vCJ ryNG H 73 LL wW �n V// ti Lo 1yU) w< U m W Q = J Z U > D M U J L w z_ J = z U Q Q J � Q L U O z = Q �- U O Lu U) :E / Q z_ z 0 C/' =�co D U mz wO U p� L LL >- 0 = DATE: 10.01.10 DRAWN: DF CHECKED: TC REVISION: BY: M4 w PROJECT NORTH 20'-O,' OFFICE BUILDING HYDRONICS & HVAC NORTH OF MATCHLINE SCALE: 1" = 8'-0" I -. : �R.... f ... .......... COSTA ENG , 3274 Villa Lane INC. Napa, CA 94558 ph: 707-252-9177 fax: 707-252-6473 OQRpFESS/p�, OOS�9 f2Z U No. 16682 rri Exp.3-31-10 x� �EOHM#I' FOF CAO v / } `H i J I� LL i i /�/'�W..,,,, mTT VJ W r CO u.i Z D o r ti J } i W z_ J 3 U Q Q � i i Q LL U O = i O • �: CD p z z ® <c _J U) c) m z ................... 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