Loading...
HomeMy WebLinkAbout027-011-051027-110-051 AG 86 HOFFMAN, JACK E. 3130 GRUBBS ROAD, OROVU LE AGRICULTURAL EXEMPT 027-114051 00-1531 HOFFMAN JACK & MARY 3130 GRUBBS ROAD, PALERMO 027-192-2128B CONT: NORTH VALLEY BUILDING HOFFMAN, JA &MARYn.q� PRIVATE GARA .. 30 X 50 STEEL BUILDING FWA) � // -�Z -fes 3V30 GRUBBS RD, ROVILLE`'�'/q3 CONT: HUGHES FIRE Z7JON FIRE SPRINKLERS/SF 027-110-054 J 967 _ HOFFMAN, ,JACK & MA 3130 GRUBBS RD, OROV /LES �a - NEW SF 027-110-05 92- 46B HOFFMAN, JACK & MA 3130 GRUBBS R OVILLE OPEN DECK/SF 027-110-051/�;,7 0,�)01-1656 HOFFMAN, JACK & MARY N 3130 GRUBBS RD. OROVILLE�V--y CONT: CALIFORNIA SUN ROOMS f PATIO ENCLOSURE & DECK 027110-osI 2(30 �PU66.S Rd. OIroJi(lg CuannP+cll Hoffman ,bd'a vvr Rtou re WaW Httl r eontr.- Rissc & tions Inc. RESIDENTIAL 1-27 92-2128 B HOFFMAN, Jack & Mary • 3)3D--3140 Grubbs Rd, Oroivlle -' contr: Hughes Fire Protection fire sprinklers/sf 4 � � ,1 ' 24 i JOB FINALE Signature 'e .1 OK O=Not OK = Not Applicable = No; Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements . 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 S MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (PlansjbK,except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Healtli Department Approval' 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date UND00FLOOR (Plans) OK except N's ti Date FRAMING (Continued) 1/-Zon i ng -Setbacks -Easements -Flood -Slope *'2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pioe: Size -Anchors - vard oas oioino: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric: Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ft's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------ ---------------------------------------- 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test. First Floor -Tub Access -- 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 ---------------------- --------------------- ---------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except 4's 22. Fixture & Transformer Clearance -Ins. Protection ------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors -------- ------------------------------------------------------------ 24. Size Boxes & No. of Conductors -Stapled -------- ------------------------------------------------------------------ 25. Romex Installed Close to Edge of Studs & C.J. ------------------------------------------------------------- 26. Equip. Ground made'up w!Mech. Fastners-Bond Gas & Water -------------- 2 Appliance Circuts in Kitchen & Conductor Size!GFI ------------------------------------ ------------------------ 28. Subfeed Wire Sizer r ga. Cu or AI-A.C. Wire Size ! / ga. Cu or At ----------------------- --------------- ----------------------------- 29. Range Circ. / I ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral O Yes No --- ----------------------------------------------------- 30. ---------- - - ----- - 30. Service -Riser Conductors & Ground -Main Disconnect ---------- ---------------------------------------------------------------- -------------- ---------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. - - - - - -Panel ---------------------- -- ----- - -- 32. Clothes Closet Light -Shower Light -Spa Light ---------- - ------------------------------------------------------------- 33 Smoke Detector --------------------------------------------------------------------------------- Date Card B-1 Date Card -B-1., ------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except 4's 34. A.C. Ducts Insulation & Support ----------------------------------------------------------------------------------- - 35. Vent Fan: Exhaust above insulation ---------------------------- -- -------- --- 36. Condensate Drain & Overflow: Size & Grade ---- ------------------------------------- - --- -- ---- --- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet --------------------------------------------- - - - -------------------------- - - 38. Attic Access & Platform if Furnance in Attic --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------------------------------- ---------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors ------- ---------------------------------------------------------------- --------- 40. Walls Studs -Nailing, Spacing & Bracing-Plates-Sound ----------------------------------------------------------- ---- --------------- 41. ------------ 41. Bearing Walls over Girders & Floor Nailing ------ ------ ----------------------------------------------------- ------------- 42. Draft Stop in Walls (rat proof) --------------------------------- ---------------- ----- ----------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub --------------------------------------------------------------------- 44. Headers & Beam -Size & Bearing 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing _51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Head room -Rise -Run- Landing Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ---------------- - - 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights- Plastic 58. Shear.Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------------------- - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection --------------- 64. --------- 64. Bedroom Exiting - ------ - - ---------------- 65. G.F.I & Bath Fixtures & Tub Access -Spa ------------------------------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------------- 67. -------- ------ 67. Stairs & Rails -------------------------------------- - 68. Fireplace or Stove: Clearances -Hearth -------------- 69. --------- 69. Elec. Outlets at Wood Panel; Int. & Ext. -- ----- -- - ---------------- 70. ---------------70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance -------------_----------- 71. --------. --------------71. Elec. Outlets & Receptacles at Kit. Counter ------------------------ 72. - ------------- --- 72. Garage Fire Door: Swing -Landing -Closer ---------------------------------- 9 --- p -- a -Dam er -------------- 73.-----A.C.---Duct in---------Gara---------- ------ 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic 0 Yes 78. Guard Rails & Deck Construction -Post Caps ----------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes -- ----------------------------------------------- 80. Following instld.; Drive 0 Yes 0 No: Walks 0 Yes 0 No: Planters 0 Yes 0 No --------------------------------------------- ----- 81. Stucco: Brown -Finish ----------------------------- --- 82. A.C. Unit: Disconnect. Electrical. Plumbing --------------------------------- - ------- 83. Vents Above Roof: Plb9-A pp liance-Firep lace. -Clearance to Openings 84. Water Well: Disconnect. Electrical, Plumbing ------------------------------- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House - ------ --------------------- 87. Glass Protection - ---------------------------------------------- 88. Corrections from Previous Inspections ------------ --------------------------------------- 89. Gas -Test -Meters -Tagged: Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval ------------------- 91. -- -- ------------ ------- 91. Energy Compliance Certificate -Other Certificates ------------------------------------------------------ --- Date Card B-1 Date Card B-1 --------------------------------------------- --------- Date Card B-1 Date Card B-1 ------------------------------------------- Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 Z 7 County Center Drive, Oroville, CA - (916) 538-75411 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE JOEE/ 6 Gly -.2l.ILI:W- OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please co act Phis office immediately. �7 O~ lei t0 C AL L v�v sup r -774 REV 11/81 '� S : Ih�'( i���� .1. I-,•.:.:; ;: RESIDENTIAL FIRE .... ..:: �' i .... .'�•�Y+. �._i....� \ HYDRAULICS 2.1 x,11 �:�•?!L._ "q .(r F'd IhS' .�. CONTRACTOR: Y 1 l_ i I' tR Y:: PF':t;' i'=..M !.._:':i'. .'y i. !_ , 3'-. s "- _ i. 1. Date: 06-13-1992 File: H-1 308 n 'I-il:FF1•"1AN RESIDENCE CE: STATIC "_n: ` S RESIDUAL 35;0 F7FLOW 4-rp R . r_:PAN K ER MANE. F CENTRAL MODEL g R-1. MIN SFR FLOW 12.0 Gpm MIN SPR PRES 21.9 Psi Node Elevation K. -Fac t or Pressure :taj.tJchape + n Ps i. n h m m . 8.5 _.. .I J. I_r 25.1 G(Mo BuiLO NG DEBAR.TME"T F \J j -•I".= P.,<O:.::: RESIDENTIAL FIRE.SPRANKLER H':D'R iUl .:i:i::::. 2.1 ANALYSIS. . r<: gel 2 CONTRACTOK HUGHES FIRE E='ROTE" CTTl: N. (91.6) 893-0110. Date: 01-18-1992, Fileg H-1 Ji::)S :. HOFFC1AN, kE:-s.::i:f.l:)F-:CdCF_ PIPE BEG— ,_..h.ii_i:_.. V E?_LO....; FLOW F._I__f.: SSi F- t....:-.Ni..:,TH F:.._L...._7SS L .f. F,M . f....... AL"f'C.E; ,JOI_( I`af 1DE (F/Sec) (Bum) tP,->i<..,.. .:= .: .i.°: A ... . q.6.1 18.2 0.0554 114.0 6's 1.109 J.._ (;i 1.109 1. •_ .. . HYDRONIC3: ` RESIDENTIAi FIRE SPRINKLER . . HYDRAULICS 2.1 ` . ' - ANALYSIS. Page 3 CONTRACTOR: HUGHES FIRE Psi PROTECTIO\�. � (916)-893-0110. 25.0 Date�: 06-18-1992 File: H-1 JOBi HOFFMAN RESIDENCE . ` WATER DEMAND''ANKAUPPLY ANALYSIS STATIC PRESSURE � : 40.0 Psi RESIDUAL PRESSURE : 35.0 Psi At A FLOW OF : 25.0 Gpm ` SPRINKLERS FLOWING : 1 AREA PER SPRINKLER : 196 Sq.Ft�. REQUIRED DENSITY : .09 Gpm/Sq.Ft. ' COMPUTED DENSITY .09 Gpm/Sq.Ft'. TOTAL SPRINKLER FLOW : 18.2 bpm. DOMESTIC FLOW : 0.0 Gpm TOTAL WATER REQUIRED : 18.2 SPRINKLER SYS PRESS : 36.3 Psi WATER METER LOSS : 0.0 Psi @ SOURCE (+) VALVE FIXED LOSS : 0.0 Psi @ SOURCE (1) ` TOTAL PRESSURE : 36.`3 PSI . SUPPLY PRESS AVAIL 1 370 Psi ' ' DEMAND PRESS REQ'D : 3613 Psi PRESSURE CUSHION 0.9 Psi ' MAXIMUM VELOCITY ANALYSIS ' PIPE'NUMBER : 1 . ' PIPE DIAMETER : 1.109 As C FACTOR 450 MAXIMUM VELOCITY : 6.1 , F/S ' FLOW : 18.2 Gpm HAZEN WILLIAMS FRICTION : 0.0554 Psi/Ft .Ll' I "'. i..l N c 7 .... : RESIDENTIAL FISPRINKLER HYDRAULICS i._. n 1, ANALYSIS. Page 1 CONTRACTOR: HUGHES -FIRE PROTECTION. (9164%320110. JOB A L I_., M _.. k D .,,, h t.,, E A .STATIC -!��.? n.'.l RESIDUAL P : I"'PsiPsi�'t f.::. .�_I t.. i'-!!._. n 35:0 Psi, FLOW n 25 GPM SPRINKLER h'Ir�P:ii_)F ...r.. CENTRAL L . MODEL R....:!:.. M I N SPR PLOW n 13.0 GPM MIN SPR PRr::S n 11.4 Psi. Nom1_'leVa'I:,:i,�"�I"', bFaf:=t,oi' Pressure rIis,ph.:a, i7e. r: 1' n Psi. A M n i,, A1 � n !:. 13.1 1405 F5 SOURCE. 27.3 3 S Ii. 0 HYDRONI RESIDENTIAL FlRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. ' ' Page 2 , CONTRACTOR: HUGHES FIRE PROTECTION. (916) 093-0110. . . Date: 06-18-1992 Wile: H-2 ' . JOB : HOFFMAN RESIDENCE ' r PIPE .B G- ^ END- VELOC FLOW F-LOSS/F ] LENGTH F2LOSS DIAM. C -FACTOR ' NODE NODE (F/Sec) (GPM) (Psi/Ft) (Ft) (Psi) (in.) ' J. 2 ' ' 1 4.4 13.1 � 0.0300 29.0 0.9 � 1.109 150 2 3 2 ` 8.9 26.7 0.1121 18.0 2.0 1^109 150- 2. 4 3 8,9 26.7 0.1121 114.0 12.8 1.109 150 � 4 5 4 8.9 ' 26.7 * 0.1121* 21.5 ' ^ 2.4 1.109 150 ' ' ' ' ` ' ' ` ' ' H ) 1 O 4 .:: n ,f, ;ir1-1 " !tF._ J`r_E4HYDRAULICS _aaANALYSIS. 'ge CONTRACTOR: HUGHES FIRE L'Ri!TI::I: i 1:1.11':.. ('ate AS --01.10. WATER D E _- Imo! A N D . I' -I NK a t._I L''= N' I_..'Y . A N A L._ 1' Al 7 -STATIC P1-'.i::.SSt.RE:. 40.0 4" s .l h E_. S .I. D t..J A L-- PRESSURE` '1er^ P : 7. 35.0 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 196 Sn.Ft. ' RE_OUIRE:D DENSITY n07 .I_ pmr' SQn COMPUTED DENSITY .07 C:!I b!m! :-7n „!"' t . TOTAL SPRINKLER FLOW 26.7 Gom DOMESTIC -FLOW 0.0 t'! o m. TOTAL WATER REQUIRED '26.7 Gpm SPRENKLER SYS PRESS amn Psi. WATER METER ,_..!.1;:'.:._? c 0,.0 f -:,;:;i. ;,f:11...iE=;t-:E; .i..} v I-:,.._ 4 4._FIXED LOSS •..., ...t 1 n Ps) SOURCE 4 TOTAL PRESSURE e : :n Wi' s . SUPPLY PRESS AVAIL 2 34.4 Psi .DEMAND PRESS—REO'D 9 33.4 Psi. PRESSUFE.CUSHIO,. , 0;9 Psi MAXIMUM VELOCITY ANAL_ YS:1. < 1",1: L"'L_: I'at..Jt-1F.E"F': PIPE DIAMEYER .1.109 ins C FACTOR 15() MAXIMUM VELOCITY, 8.9 F .: c FLC1W 26.7'Opt HAZEN WILLIAMS Fl::.,!IC T':I:..)N 3 r::: n 1. 1. i-:1. Psi/Ft COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916,'538-7541 APPLICATION ,AND PERMIT PERMIT NO. A9-7198 ASSE56OR PARCEL NUMBER 27-11-27 ZONING A 5 BUILDING PERMIT OWNER DREARY HOFFMAN TELEPHONE 534-7949 $O. FT. OCC. BUILDING VALUATION' 1948 3,116 OWNER'S MAILING ESS 3140 GRUBBS ROAD OROVILLE CONTRACTOR'S NAME HUGHES FIRE PROTECTION TELEPHONE 893-0110 CONTRACTOR'S MAILING ADDRESS 1900 PARK AVE CHICO 95928 FAX 313-006 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is 3,11 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 52.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 26.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3140 GRUBBS ROAD OROVILLE Permit fee $ 92.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: FIRE SPRINKLER _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200A TO IOOOA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions C e a my license is in full force nd effect. License .Jo. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.81 OR ADDNS. ACC. BLDGS. I 3.6Qsq.ft. NEW CONSTR. MULTI -OUTLET NON -REST BRANCH CIRCU ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 764 Ex. Occup. OUTLETS IRESID )FIXED APPLNS. RE A.) I 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Iyirin g '15.00 _F I Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling 9 LHood 6.50 ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date �Z ❑ Contractor ❑ Agent An OSHA permit is required f excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height.�,D Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEES 93.75 I HAz 1 DFEES I 1= DF CDF PARCEL I PD I HD ISS This permit is hereby issued under the sions of the Butte County Code and/or Work indicated above for which fees RECTOR OF PUBLIC BY / PER I EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatW y¢ -C4 I l Receipt No. 1 171 Rn WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE WEPARTMENT bF POBLIC WO - BUILDING DIVISION s; 7. COUNTY CENTER DRIVE - OR V,[V E;?CALIFO NIA 95965 - TELEPHONE (916) 53827541, - PERMIT ""APPLICATION DATA SHEET V OWNER �► v ' A P. Proposed Building Use L Building Inspector Date 47116V I � At time of per application, I was advised the following data must be submitted prior to permit processing avid/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans ...... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form.................... . ....................... 6. Energy,.Design Compliance and supporting documentation . .................. 7. Statement of `Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ ............. 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer ................... '--,14. Sanitation and plot plan approval Health Department . ............. 15.1%City of Chico plumbing permit. ......................... 16. 'Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: - (B) Parking: ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ... . 20. Pre -inspection for to Building Ins actor required. . . to Building Inspector (Dale) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 1. Existing violations/expired permits . ...................................... Plan chec list. .......... . �l�1 Cf�EC,� G�l�EI2- QFzD SvI��(,� sc Elv) 1Z, i4� � When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation / 9 Acreage Applicant Date / Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above . 1. Index permit for above items No. 2. Additional items 'required: on ractor, designer owner Contractor, designer, owner, Plans checked by advised of above required data by _ phone advised of above required data by _ phone Date Plans approved by Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works mail v Counter by` /"' Date I mail Court er by_ Date Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, Callfornla 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR AR L N�+yB �/r � 20N1 BUILDING PERMIT OWNERT 40E LE PHONE 9 SO. FT. OCC. BUILDING VALUATION E 11 OW�F A LIN DFj,E55C�(//�_UUb �' A!5 112D o CONT ACT E��E L E P F(eE DTEC71Fc1:a2ONE6 CON CZOR'15 MAI LIS D S( (fes) C//J �i Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDIND�RE I ��� Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION i NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFV Duplex❑ Mobilehome❑ Other ' SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer -FT -15.00 Mobile Home SGW 615.00 TYPE OF WORK New ❑ Addition jJ Remodel Utilities ❑ Installation❑ Other Describe w-FrklLGL� _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS SS 18.50 Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification IEx. _f I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OCCUR. E\ OR ADDN5. ACC. BLDGS. I 3.64 sq.f[. NEW CONSTR OUTLET NON.RESI BRRANCH CIRC ITS 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. TI Ex. Occup( OUTLETS OR FIXTURES 20 75FIXED APPLNSd Occup. OUTLETS ((RESID IREA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 I Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in y wa accrue against said County in consequence of the granting of this per X Date S nature of Applicant g pp - Owner❑ Contractor ❑ Agent An OSHA ion of structures toverr 34storiesoineheight ions over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE i TOTAL FEES 3, % I,Az DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. / L [/ WHITE-O.P.W.. Trl 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE 7-27-92 HUGHES FIRE PROTECTION RE: SPRINKLER SYSTEM 1900 PARK AVENUE CHICO CA 95928 A.P. # 27-11-27 With reference to the above subject: / / Attached is: Application for permit Mobilehome Utilities -Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet - Owner -Builder Verification Form List of Codes Enforced OTHER We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street.and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at:. - 1469 Humboldt Road, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd.., Paradise Planning approval from Butte County Planning Department,7 County Center Drive;- Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. / X / OTHER SFF ATTACHED RHFF.T Should you have any questions concerning the above, please contact _ JOHN R. HENRY of I this office. Yours very truly, cc: JACK HOFFMAN William Cheff 3140 GRUBBS ROAD Director of Public Works OROVILLE CA 95966 /J.F. Glander JFG/aj Permit Applicant: JACK HOFFMAN Permit No. 92-2128 e A.P. No . 027-110-027 - Date: 7-27-92 The above referenced building plans.were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: NFPA 13D, Section 2 -2 -requires a reliable water supply source. The contractor is required to design the supply system so that it complies with NFPA 13 D, and the design must be shown on the plan. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 3:00 PM and 5:00 PM, Monday through Friday. Johno/. Henry Plan Check Engineer RESIDENTIALOsd_ -� / 027-11-0 Z7 92-2946B �--- . HOFFMAN, Jack & Mary 3130'3140 Grubbs Rd,Oroville open deck/sf o JOB FINALE Signature J=OK O = Not OK =Not Applicable ' , =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /:'L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve. -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B=1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'J OK O = Not OK = Not Applicable Not Ready RESIDENTIAL '(Single & Duplex) ' = D i UNDERFLOOR PI OK a e ( ans) except # s 1. Zoning Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ _ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wra pped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test ' 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts: Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except s's -16. Water Htr.: Vent -Access -Combustion Air -Baffle ---------- --- - -------------------------- 17. Water Pipe: Test & Anchor -Nail Protection ---------------- -------- ---------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------ -- --- -_-- -------------- -- 19. Shower Pan: Test, First Floor -Tub Access ------------------------- - ----------------- 20. Test Tub & Shower, Second Floor -Tub Access - - --------- ------------ 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 --------------------- ------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's 22. Fixture & Transformer Clearance -Ins. Protection - -------------------- ------ ------ --------------- ------------------ -- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- ------------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled --------- ------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------------------------------- ------------------------ 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water --- -- ------------------------------------------- ------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ---------- -- ------------------------------------------------------------ 28. Subfeed Wire Size i r ga. Cu or AI-A.C. Wire Size / / ga. Cu or At ----------------------------- --- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No --------- -------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ---------------------------------------------- 31. Equip Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light ---------- -- -- -- - ---- -- - --------------------------------- - --- - - - -- 33. Smoke Detector ------------------------------- ------------------------------------------------ Date Card B-1 Date Card B-1 -------------- -------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except tt's 34. -A. -C. -Ducts Insulation & Support 35. Vent Fan: Exhaust above insulation -------------------------------------------------------------- ------------- 36. ------------------------------ 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet ------------- -------- ----- - ------------------------------------------------- 38 Attic Access & Platform if Furnance in Attic ------------ --------------------- --------------------------------------------- Date ----------------------------------- Date Card B-1 Date Card B-1 ---------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except M's 39. Sils. Proper Material & Anchors ------ -------------------------------------------------- ------------- 4-0.- Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing ----------- ------------ ------ -- ----------------------- 42. ----------------- 42. Draft Stop in Walls (rat proof) --------------------------------------- ----------------------- ------------- 43.. Fire -Stops: Furred Ceilings -Stairs -Chases -Tub ------ ---- ---------- ------------------------------ ----- 44. Headers & Beam -Size & Bearing „ate FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Head room -Rise-Run- Landing Fire Protection ----------- 54.-- plywood on Roof Overhang -Attic Vents -Rafter Outriggers --- ---- _ 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. -Insulation -Walls -Ceilings ------------- 60. Infiltration -Walls -Windows -------------- ----- ---- ------------------------ - Date Card B-1 Date Card B-1 ---------------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings --- -------------------- 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting 65. G F.I & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels -------- ------------ 67. Stairs & Rails --------------------- ---------- --- 68. Fireplace or Stove: Clearances -Hearth -------------- ------------------------- 69'-Elec.-Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ------ ---------------------- 71. - --- --------------71. Elec. Outlets & Receptacles at Kit. Counter ---------- ------------------------------ ----- 72. Garage Fire Door: Swing -Landing -Closer -------------------------------------- _ __ ____ 73. A.C._Duct in Garage -Damper __ _ 74. Wtr. Htr_Vents-Clearance-Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection 75. Plb. Elec. & Mech._Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps ---------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes Cl No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ----------------------- 81. ----------------------81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing ------------------------------- 83. ----------------------------83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing ------------------------------- as. Exterior Elec. Trim: G.F.I. Receptacle -Underground -� a6. Ventilation Throughout House - - - - - - - - - -------------- ----------------------------- --- 87. Glass Protection - - - - --------------------------------------- 88. Corrections from Previous Inspections ----------------------------------------------- - 89. Gas Test -Meters Tagged: Gas -Electric --------------------------------- ------- ---------- 90. Water & Sewer Connected -C/O to Grade -HO Approval ------ ---------------------------- - -------- 91. Energy Compliance Certificate -Other Certificates ------------------------------ Date---Card-B-1 Date - ' CardB-1- Date Card B-1 Comments at Final: Date _ Card B-1 Date Card B-1 Date Card B-1 027-11 R JACK & COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlllef Caifornla 95985 - Telephone: 918.'538-7541 APPM T' ON APERMIT I 7 BUILDING PERMIT LE .ONE SO. FT. OCC. UILDING VALUATION Y HOFFMAN 534-7949 , 3140 GRUBBS ROAD OROVILLE N I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s Co n i consequence of the granting of this permit. Date o,--/ ignature of Ap is nt — OwnerK Contractor ❑ Agent F1An OSHA permit is required for exc vations over 5'0" deep and demolition or construct. ion of structures over 3 stories In height. Receipt No. 122583 WHITC-O.P.W., TCLLOW-ASOC»Ow, PINIt•INePCCTOP. GOLDENII00-APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPt TOTAL FEE $ 72.50 I This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicat above which fees have been paid. T OF PUBLIC WORKS By 20 - Date %1qL PE EXPIRES Date q, Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1,974 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 37.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 20.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ROAD OROVILLE - Permit fee PermitGRUBBS $ 72:50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat. pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP d Z Water piping .7.00 Each Qas water heater or vent 7.00 USE OF STRUCTURE- SF EI Duplex❑ Mobilehome❑ Other ' SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S G FW @ 15.00 TYPE OF WORK NewF7, Addition[! Remodel ❑ Utilities ❑ Installation[ l Other ❑ Describe work: OPEN DECK Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 20CATO 1000Ai 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and ef fect. License No. Classification AZ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUPM OR ADONS. ACC. BLDGS. 3.64sq.ft. NEW CONSTR. ' ULTI.OUTLET@ 5 00 �ION.R£SIO. BRANCH CIRC 'ITS POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 76d RA 4 NS. OR PP XED L Ex. Occup. FoIEO A L SIO.1 £A.) 1 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. �Virin 9 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE "I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California.Ventilation Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s Co n i consequence of the granting of this permit. Date o,--/ ignature of Ap is nt — OwnerK Contractor ❑ Agent F1An OSHA permit is required for exc vations over 5'0" deep and demolition or construct. ion of structures over 3 stories In height. Receipt No. 122583 WHITC-O.P.W., TCLLOW-ASOC»Ow, PINIt•INePCCTOP. GOLDENII00-APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPt TOTAL FEE $ 72.50 I This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicat above which fees have been paid. T OF PUBLIC WORKS By 20 - Date %1qL PE EXPIRES Date q, COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlllet CW1Ifornis 95985 - Telephone: 918.'538-7541 APPLICATION AND PERMIT —ASSESSOR PARCUL. NUMORR IU'- OZ- 7 NIN" S BUILDING PERMIT OWNER ak ocrmA � TELEPHONE s - i SO. FT. OCC. BUILDING VALUATION L OWNER'S MAILING ADORE 31110 rus S &&J Ogo CONTRACTOR'S NAME 6Wtie2 TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 3 SO ARCHITECT OR ENGINEER, LICENSE NO. Plan Checking Fee Energy Plan CheckingFee "$ - ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS - - �rvb(Qs a permit fee $ 7 7- PLUMBING PERMIT FiiingFee 15.00 --PLUMBING Each Trap 1 5.00 Solar or heat_ pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping .7.00 -Each qas water heater or vent 7.00 "USE OF STRUCTURE S1702�-Duplex❑ Mobilehome❑ Other—Jame SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G I W @ 15.00 TYPE OF WORK New ❑ Addition % Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: C EN be -6< Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 20GATO1000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑VON I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST, DWELLING OCCUP.B OR oR ADONs. (Acc. BLOGs. ) 3. YEW CONST Ft -AULTBRANCH -RSI O. BRANCH CIRC 'ITS r1RCT @ 5'00 POWER APPARATUS e ( SINGLE OUTLET CIR, ) Ex. Occup(OUTLETS OR FIXTURES RAO 76d Ex. Occup. OUTL TS IIRESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring . 9 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE "I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ LContractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date $i nature of Applicant - owner g pp ❑ Cs o Contractor 5' ❑ Agent ❑ An OSHA permit is required for excavations over 5'Q" deep and demolition or construct- ion of structures over stories In height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE iTOTAL FEES So HAl 10FEES IMP FLOOD coF PARCEL Po RD IssuE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date j I3 Receipt No. 1 �—� 5 �� ~79 -0.P -W.. •fL LOW•A3eC»011, PINK•INSPCC Ta R, GOle CN110e•APPLICAMT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER j ^ Cts v{ ( AA) A. P. No. 647, (10-077 Proposed Building Use ae4 Building Inspector OQ Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................... 7. Statement of Intent for' Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... `• 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . (�K 14. Sanitation and plot plan approvalQ1,496 Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . •....... . 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19 Driveway permit (construction approval required prior to occupancy) 'Pre-lAs'ecti°" request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) ................ 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization..........r ............................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When u issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone.S'�and hold for pickup at 014501 office. Deliver with inspector. Other Parcel Creation 6�v: Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date -Z Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO FROM: SUBJECT: r` Buildincc' Department Environmental Health Sanitation Clearance a Owner Location r Plan Approved for: Sewage Disposal Water Supply -Hold final for: Final clearance O.K. for: oxe . Water Supply Water Supply Other g l� d X,23/ " r NOTE *** ------------ D :Sainitaria f COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature.. _ Please complete.and return this information at your earliest opportunity_ to avoid unnecessary delay in processing and issuing your-bulAdin.g permit.' No building permit will be issued until this verification is received. l-: I.personally plan to provide the-maj labor and matAaials for construction of the proposed property improvement.' es or no 2. Iave have not) signed an application for a building permit fo proposed wor 3. I have contracted with the following person.(firm).to provide the proposed.. construction: Name Address City Phone Contractors License No. - 4. o 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address. City. Phone. Contractors ..:License' No-. 5. I will provide some of the work but I have contracted (hired) the following. persons to provide the work indicated: Name Address Phone Type -of Work Signed: Q Property Own C Social Secure y Number Date ��- l g % Z NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. v9JOTE :—All Materials 8 Workmanship Shall Be iri. Accordance with Recognized : od Practices and of a quality. prescribed for the S eci` led use - -=----- --- Uniform :Build;ri�PWmbing-& . ical Codes ert� .. set of plans and specifications MUST be n the job at all times and It is unlawful to any changes or alterations on same withbut i permission from the Department of-Rublic B TTMOUNTY:,""', BMLDING°DEPARTMENT AP.PRO:V``ED 10 > A". P'P R'O V- ED.' ,. �= WTES l ' RESiDENT!/�L 027-11-0-051 „ �; 00=1331 . HOFFMAN, JACK & MARY 'PERMIT NO. 3130 GRUBBS ROAD, PALERMO CONT: ` NORTH VALLEY BUELDING PRIVATE GARAGE 30 X 50 STEEL BLUDING , ti CHECKED BY xl'SRA t FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. •� SPECIAL INSPECTION ITEMS .r VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER s ► JOB FINALED (Date) �` Signature V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth r 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued)- 411114, 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive Q Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V= OK 0 = Not OK = Not Applicable MOBILE HOMES ' = NohRea!Jy ,�� Date MO4W HOM"t UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 1. 4. Water; Location -Test -Easement Needed (Sketch) 2. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 3. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 4. 7. Well Clearance 6 Disconnect 5. 8. Utility Clearance 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit Card B-1 Date Card B-1 Date Health Department Approval Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J Date DECKS, COVE FIS,0005PORTS GARAGES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors e _ 7. Electrie�- _,,8!Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 11/22/00 09:38. FAX 5302231442 CCIRRYGROVP INC 002 20226 Charlanne Drive Cu�� Rcdding, CA 96002 Group 530-223-1277 Inc. 530-223-1442 FAX -9 www.0"f-vGroup.com Novennber. 21; 2000 CGI: 60A005-414 North Valley Building Systems Mr. Andy Wood No. 1 I Three Sevens Lane . Chico. Callfornia 95973 RE: High-Strangtlh ®oking Special Inspection Jack Hoiifrriah Building 3130 C;rubbi Road Oroville, California Dear Mr. Wood: On November 16, 2000, a CurryGroup representative observed tensioning of the 5/8 -inch ASTM A325 high-strength bolts at the project site. Saks and nuts were identified per the AISC Manual of Steel Construction. Tensioning was by the calibrated wrench method. Our "representative calibrated the erectors tensioning procedures using ihree-bok assemblages for each bolt length and diameter in our Skidmore Wilhelm Tension calibrator, Following calibration, our "representative verified that tensioning was completed at each tension connection. Based on the calibration tests and our observations, to the best of our knowledge, the work was completed in accordance with the approved pians and specifications. Tensioning at the observed connections meet the minimum tension requirements of the Uniform Building Code. We have employed generally accepted inspection and testing procedures. However. we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. No warranty is expressed or implied. If you have any questions regarding this information, please contact Cliff Curry at (530) 223-1277 at . your convenience. Regards, Cl1RRYGROUP, INC. Lor Curry President l CG;. cq*rthc 2600 11/21/00 15:19 TX/RX N0.1786 00-1005.44 P.002 OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75AI PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBErk 027-110-051 ZONING A—E; BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 97,00000 . OWNER'S MAILING ADDRESS PO BOX 9138 DROVITLE 99969 CONTRACTOR'S NAME NORTH VALLEY RITILDING SYSTEMS TELEPHONE 345-7996 CONTRACTORS MAILING ADDRESS #11 THREE SEVENS, T -N, CHICO 915973 CONSTRUCTION LENDER Fireplace LENDER'S MMUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $265 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3130 GRUBB RD Energy Plan Checking Fee ' $ $ PERMIT FEE$ 457.25 LOT NO. 2 SUBDIVISION'S NAME PARCEL MAP 125-82 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑X Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PRIVATE GARAGE 30X50 STEEL BUILDING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W - @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 000OR LE Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.`� License Class �� Lic. No. YO qCJ ^/ 4 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' consation insurance carrier a d policy number are: Carrier% tt - L LC%r�� Policy Number 7 Z — q6 tJ/y / ► 6 D DG r� % (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ./f�hwith comply with' se provisions. X ��,� �'�// Date , - c 6 gnature of Applcant - ❑ Owner 'R'Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. TO Main Service TO 46.00 NEW CONST. DWELL EE OCCUCUP. s0 OR ADONS. ( & ACC. BUDS. 3.5¢FT. ypµRESIDT MULTI -OUTLET 97,50 POWER APPARATUS a SINGLE 0UILEr CIR. EX. OCCU . OUTLET OR FIXTURES BAL O 1.00 .50 Ex. Occup. o� (RRD APPa.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ 11 CONST. TYPE VN TAL FEE $ HAZ. ...• p, FE IMP FLOOD CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or R olutions to do work indicate ove for which ees hav een paid. B Date PERMIT EXPIRES ON I Date Receipt No. 302032/$192.25 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -I PECTOR GOLDENROD -APPLICANT i' COUNTY OF BUTTE - DERAIUMENT OF DEyELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - O fOVille, Califgrnia 95965 ` - Telephone (916). 538-7541 CA 10 AP LI , .. � .. .T. _ N AND PERMIT ASSESSOR PARCEL NUMBER - ` abNI .. Z 7 - /1 (9 0 ! Q. .6 BUiLDINQ' PERMIT . OWNER Jig c 11442 �-1 vim' f 1A111TELOWNE 4 OWNER'S MAILING ADDRESS .., SQ. FT... OCC, 9UILDINGI VALUATION ' ' thLL(f I? iS cONTRACTO1i•s NAME ' ,r c>:T ♦ TELEPHONE . 4M?/ACTOR'S MAILING ADDRESS s Ll r G N Cy6C0Flreplace CO TRucnoN LENDER UNWJOWN $ v Total Valuatloq LENDER'S MAILING ADDRESS Filing Fee $ 20.00 �o ARCHITECT OR ENGINEER LICENSE Fee cEN3E No. 'Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS ~) , s / /+J L ' /LlL Ener 9Y Plan Checking Fee $ . BUILDING ADDRESS / , Penalty $ __L3 D v//L lJR'I�S r2D LL YJ PERMITFEE ir PLUMB NGPERMIT Each Trap LOT NO. BUBDNISpN'SHAME P CELSolar or heat pump waterheaterUSEOFSTRUCTURE Water piping . Each gas water heater or gent t 5, SFO Duplex O fvlobilehome ❑ Other Gas piping system 1 5 outlets 15.00 SPECIFY Building sewer TYPE OF WORK 16,00 Mobile Home S W 19720.00 New l� Addition O Remodel ❑ Utilities ❑ Installation 17 Other ❑ Describe Work: �/l J IB % L CAit "y . O x Sp / PEflMI_TFEE $ f -q-`-- Con cto�-- 1!l� ELECT"ICALPERMiT OOov OR IEBS lin Fee 20:00 , Main Service ,,,�oRLESS 3.0 [;iMaln4�4 Service if 200A TO I000A y . Date tNo. —.11- PERMITEXPIRESON D.D.S.•B.O. CANARY -ASSESSOR P K•INS ECTO / LDENROD•APPLICAN LICENSED CONTRACTOR'S DECLARA U hereb affir under anal of er ur that 1 am licensed rl? P tY P 1 Y �f " u.& ACC. LDS. ORAODN3. L ACC. BLDg,I NEW CONST. MULTI.OunETY �635 u nder vlsioes of Chapter e (commencing with Section 7000) of Division 3 of the Business NON•RESID. BRANCH CIRCUIT 7.50 nd Professions Code, and my license is In f II force and effect. (a SINOLEO I LET License Class Lic. No. 9 pqq 7 ¢ Ex. Occup, OLITWT LIRE& so ®i.00 1 OWNE -BUILD DECLARATION R . �Atfr. Ex. Occup,--"ED�LNS-OR 5.00 Ir I hereby affirm under penalty .of perjury that i am exempt frPn'1 the Contractors LlcensQ Law for the following reason: Temporary SQryice 23.00 j, 1 0 1, as owner of the property, or my employees with wage¢ ps their sole compensation, will do the work, and the structure' is not intended or offered for sal@; Mobile Home Facilities ' Mise: Wiring 20.00 O I, as owner of the Property, am exclyslvely contracting with iiceneel pgnV@1clors 23.00 to construct the project. t m t 4n D Ireasone P der Sec. Business and Professions rode for this PERMITFEE f• Contractor' WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: MEC AryiCAI_P R Heating F111ng Fee 20.p0 ❑ 1 have and will maintain a certificate of consent to self -insure for worker ' compensation, Cooling as provided for by section 3700 of the Labor Code, for the performance of the Work for Which this permit is Issued. Hood 13 1 have and will maintain Workers°compensation insurance, as required byy Section 3700 of the Labor Code, for ihp performance of work for yyhich this Yenlilation e.b0 permit l6 lssued. IviY Workeis' co pensation Insurance carrier and policy number pre: PERMITFEE Carrier - 7"j3 7 ���!/(jf Contractor Policy Number(/N! -- b (The above sections gleed not be completed if the is for Mobile Hornq Installee F " permit work , valuation of one hundred dollars ($100) or less.) E rler9 Ins 'e . ; F@e O 1 certify that In the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so es to become s b c CO T TQT ec 4 i t to Workers' compensation laws of California, and agree that if i should become Subject to the workers' ►LIF �. p E p 11A FL PA C% Po LIe compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. This permit Is hereby 1664011 under the ppplicable proyliloirg X Date �- S- GU -- Signature of the Puttq County rode pnd/or Resolutiont2 to �q work Indicated apova for hick fees ha e w v,- poen of Applicant - ❑ OWner j� Co tractor Agent An OSHA permit Is required for excavatl s o 5'0"deep an Oljtl5"rconatrL�ytioni of structures ova s ogles In ig r g Pal�1' y . Date tNo. —.11- PERMITEXPIRESON D.D.S.•B.O. CANARY -ASSESSOR P K•INS ECTO / LDENROD•APPLICAN .. .. 4�...,�-s- i,,r.;. w�.•i]�M"`""1,.�1-^^.►vY1�v.4r-v%.7�,�',�Srt G•V+.�T�+virv�'��yr9r.-.:v.:.et�i'rF�v>f0�:�,�, ,. �,4 ..�'1�n•�'j,: �'t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: ASSESSOR PARCEL TUMBERJ � / --l10 �-a Proposed Building Use: ,,. Building Inspector:Date: At time of permit application, I was Advised the following data moat be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .---------------------------------------------------=------------------ 7-------------- P.lot plans, 3/4 sets, signed by the preparer of plans. --------,,A=-------------------------------------------------- Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineeredd plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 1:15. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. -------------------------- / 7. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form.--------------------------------- anufactured Home data and installatW 'cticps of $--�-------. 1 Impact fees as shown on the attached schedule. ------- California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- Tie Down Specifications.------------------ / 9�? _/ r � . Sanitation and plot plan approval _0" Health Department. Ell 5. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- 1:119. ---------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on 1:12 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ------------------------------- 1124. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded'copy of Agricultural Acknowledgment Statement. ------------------------------------------- (Date) ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing vi6lations and/or expired permits. ---------------------------------------------------------------------- ❑299 E1433 A, ❑Gr t Deed, ❑ M.H. Title, ❑ Check to H.C.D $ -------------- ���J(!J. Other: � Wh you issue the permi roces follows ❑ Mail to owner, ❑Mail contr. tor. Telephone c and hold for pickup at' --6-Rice. ❑ Deliv inspector.., v(f 7 %e_-ev/€�.v 8/2/00 P/ t Applicant G��I — ` G�i Date: S U () Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, [Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: Cl Plan Check List 2. Additional items required: TS✓ Contractor, designer, owner, was advised of the above required data by ❑ phone, mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, OVTer, was advised of the above r data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: _� Date: zf Plans approved by: I Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. O i> c' TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance .JIJ���5 Owner Location E.M. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. m,cZe o Plan Approved for: Sewage Disposal Water Supply: Public Clearance for�!6weiling. Other AP# ...Private Well Hold final for: Final clearance O.K. for: NOTE: Environmental Healt , Speciali Date 6/96 (I E' MANUFACTURER: BUTLER MANUFACTURING: BUILDING NO: D00-062714 + BUILDING LINES: 2 CLIENT: NVBS r 'LOCATION: BUTTE CO, CA - • i REACTIONS: , rpF F ssld P. CRA/, 0 32934 u. a A LINE A 100% STRESS LEVEL H VH V DL 0.35 1.42 CL 0.98 - -0.00 0.00 LL 1.46 5.63 WLL -3.41 -5.01 WLR 0.98 -2.49 IP -0.26 -3.80 IS -1.19 -1.83 EQ -0.46 -0.38 SLL 0.73., 4.27 SLR 0.73 1.36 " EWP 0.32 -3.29 EWS 0.32 -3.29 CR1 • '0.15 ; PD 0.00 -0.44 rpF F ssld P. CRA/, 0 32934 u. a A 100% STRESS LEVEL MAXIMUM 2.52 7.05 0.00 0.00 MINIMUM 0.35 0.98 - -0.00 0.00 133% STRESS LEVEL i MAXIMUM 1.33 .1.04 0.00 0.00 MINIMUM -3.06 -3.59 0.00 0,00 MATERIALS AND ALLOWABLE STRESSES:; , SOIL: BASE BEARING CAP: '1.0 = ,_ KSF WIDTH INCREASE: 0%0, PER FOOT IN EXCESS OF 1' DEPTH INCREASE: "0% PER FOOT IN EXCESS OF 1' CONCRETE:.. F'c = _r 2.5 KSI '@ 28 DAYS WT = • '0.15 KCF REINFORCING: Fs= . 20 , - " KSI ' DESIGN CONSTANTS:'. N ` 10 ' J - . ' 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS)' , t buTTE couN I I safLDINGTEPART- MOO - A'PPo f 'SLAB: SLAB THICKNESS: T 6 INCHES, ' SLAB REINFORCING: WW M ' " ,@ 6 IN. O.C. As = 0.028 SQ. IN. / FT. ' WEIGHT OF SLAB TO RESIST UPLIFT: s ' SLAB Mr 133% x Fs x Asx T/2 x J/12 = •0.168 K- FT, 4 SLAB WT = 0.075 KSF . ' ` EFFECTIVE SLAB WIDTH SQRT( 2 x Mr / WT 2.12 FT v 4 EFFECTIVE SLAB WEIGHT = WIDTH x Wt = 0:459 K /LF - SIDEWALL PERIMEaTER FOOTINGi//zTHIGICENED SLAB � , � � �.. � ' a.• x �+'qp , ���� � {�.�''� . ^r r+��' �"a' .P' 'f�'d3:.y3: „3 Ys A ,''� '� P �jfg Y I. ' , REINF#®RCING � TOP r � �#4 TQTALvOF 1 N T®P As 0 2 �G��IN $OTTOM �A��� �''�'T.�Q�T;_A�OF.y r� .1 � ��� �,»'�g��AS�„ � re,�2 �SCl IN��� ��d • COMBINED WEIGHT OF PERMITER AND; SLAB TO RESIST UPLIFT: ` ? FOOTING WT = Wf = 0.15.0 KLF SLAB WT = Ws'= ° 0.159 KLF ` TS ,OTAL WT = Wf + W= 0.309 • PERIMETER Mr. = 133% x Fs x TOP As x ( d - 2") x j / 12 4.00 K-FT ' 6_ �. i' EFFECTIVE PERIMETER L = SQRT (2 x Mr / WT) 5.09 FT FOR 2-SIDES - TOTAL WT ='2 x L x TOTAL WT = r 3.14 K b �•�30 �_ N�� � . �,�� 1�8 ����j,�, � i. = 3 �42 �IN� �� RE1NF®RCING: T,OPt14 TOTALOF� `33 T®P A�p 0 6 ; ESQ IN " ' �• . ' BOTTOIVI���;#4�• TO�TEAL��, � 3 , B®sT As = 0�6 �' >S�Q IN Y WEIGHT: FOOTING • 1.71 K • ti SLAB AT FOOTING = * 0.56 OVERBURDEN @ 120 PCF:= 0.11 PERIMETER FOOTING AND SLAB = '3.14- TOTAL 3.14TOTAL DEAD WEIGHT = i 5.51 K a • UPLIFT: • SIDE " 100% 133% GOVERN LEFT 0 -3.59 3 59 .01K x- RIGHT 01 0 0 p' BEARING: AREA =. 3 8.75 SQ.' FT. _ • • " - INCREASE IN BEARING FOR WIDTH = 0% ,. INCREASE IN BEARING FOR DEPTH = • 0% . ALLOWABLE SOIL PRESSURE _ 1.00 KSF @100% " a 1.33 KSF @ 133% LOADS: SIDE 100% 133% SP 100% SP 133% ,- LEFT 1 7.051 1.04 0.81 'KSF 0.12 KSF OKE r , RIGHT 0 0 0.06 KSF 0.00 KSF > OK@Rri aT !/ ,RF2 s BENDING STRESSES IN CONCRETE AND REINFORCING: CANTILEVER FOOTING LENGTH = U2 = 1.75 FT POSITIVE MOMENT = SP x W x L^2/2 = 3.08 K-FT @ 100% P = 0.17% K = 0.1826 J= 0.9391 / fs = 4.4 KSI FS = fc = 80 PSI fc = 20 1125 OK ". ,.� , v OK NEGATIVE MOMENT DUE TO PERMITER FTG = 2.75 K-FT MOMENT DUE TO FOOTING WT '= 0.75 K-FT TOTAL NEG. MOMENT = 3.50 K-FT P = 0.17% K = 0.1826 J = 0.9391 fs = 5.0 KSI FS = fc = 73 PSI 20 €- OK s°OK2 n` fc = 1125 HAIRPIN ANGLE AT TO SIDEWALL = 45 DEG TENSION TO SLAB: SIDE 100% 133% GOVERNS LEFT 1.81 1.33 1.81 RIGHT 0 0 0.00 REQ'D As = 0.13 SQ IN TOTAL = 0.06 SQ IN/LEG STEEL: #4 TOTAL OF 1 --> As = 0.20 SOK REQ'D SPREAD FOR SLAB TO TIE FRAMES = 3.2 FEET TOTAL REQUIRED HAIRPIN LENGTH = 4.57 FEET RFS vp1p s ANCHOR BOLT STRENGTH DESIGN CALCULATION PER UBC 2624 Fc = 2500 PSI LAMBDA= 1.0 (NORMAL WT CONCRETE) PHI = 0.65 Fs = 60 KSI (A-307 BOLTS) APPROXIMATE LOAD FACTORS DEAD LOAD+ LIVE LOAD FACTOR <= 1.7 X 2 = 3.4. DEAD LOAD + WIND LOAD FACTOR —.75 X 1.4 X 2 _ r DIAMETER' = z 0:75 ;INCHES ' FY��". FULLAREA;= 0442 S.Q �IN`(USED IA ROOT AREA 030�F®RSTEEL xONO-y �� 2.1 `. ?, I-- F®'R C®NCRE,TESTRENGTH�)r STRENG�TIH) 31 ,� F fi {. MBE®MEN'T 5 . E®GEADIST STEEL: Ps = 16.3 K / BOLT = INCHES 32.6 , GAG��E - •4 NCHES KIPS TOTAL Vs = 13.6 K / BOLT = 27.2 CONCRETE: As = 111.1 SQ. IN. FOR EDGE DIST>= EMBEDMENT O.tC At = 'PITCH x GAGE = 0.0 'SQ IN PHI z Pc = 10.1 KIPS PHI x Vc = 11.5 KIPS/BOLT = . 23.0 KIPS TOTAL LOADING COMBINATIONS: LEFT SIDE MAXIMUM AT 100% MAX TENSION= 0.00 KIPS X LF = 0.000K :. SOK, w MAX SHEAR = 2.52 KIPS X LF = r 8.57. COMBINED CONCRETE = 0.21 OK COMBINED STEEL = 0.10 QK .. • V LEFT SIDE MAXIMUM AT 133% MAX TENSION = 159' KIPSX LF = 7.54 OKx g MAX SHEAR = 3.06 KIPS'X LF = 6.43 OK COMBINED CONCRETE = 0.98 SOK. COMBINED STEEL = 0.11 OK BRACE BAY AT 133% MAX TENSION = 1.00' KIPS X LF = 2.10 OK , MAX SHEAR =2.00 KIPS X LF = 4.20 COMBINED CONCRETE _ 0.12 OKE COMBINED STEEL – 0.03 OK . 29 -Jun -2000 11:26, AM RF4 . U Crandall Engu ei ening 49197 Road 429 Oakhurst, CA 93644 STEEL BUILDING FOUNDATION DESIGN - POST & BEAM ENDWALL SHEET: of 8 JOB NO: e200 *6 MANUFACTURER: BUTLER MANUFACTURING CO. BUILDING NO: D00-0062714 BUILDING GRID: GRID LINES 1 AND 3 CLIENT: NORTH VALLEY BUILDING SYSTEMS LOCATION: BUTTE CO., CA 100% STRESS LEVEL REACTIONS FROM BUILDING MANUFACTURER WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: LINE A H LINE B V H V Z H V Z H V LINE C Z H V DL " 0.02 0.42 1.00 0.00 -0.02 0.42 CL MAX: 0.13 2.17 LL 0.11 1.58 4.15 0.00 -0.11 1.58 SL -0.02 2.17 MIN: 0.02 0.26 WLL -1.54 -1.50 -2.16 0.00 1.16 0.00 WLR 1.16 0.00 -2.16 0.00 1.54 -1.50 IS -0.27 1 -0.11 1 -1.55 0.00 -0.19 -1.08 IP 0.19 -1.08 -1.55 0.00 0.27 -0.11 EQ -0.24 -0.21 0.00 0.00 -0.24 0.21 SLL 0.06 1.75 2.08 0.00 -0.06 1 -0.16 SLR •0.06 -0.16 2.08 0.00 -0.06 1.75 EWP 0.58 -0.91 -1.39 0.89 -0.58 -0.91 EWS 0.58 -0.91 -1.39 -0.77 0.58 -0.91 RKL _ MAX: 1:45 0.42 100% STRESS LEVEL 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' CONCRETE: F'c = 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs = 20 KSI i CORNER 10 J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) MAX: 0.13 2.17 -0.02 2.17 MIN: 0.02 0.26 -0.13 0.26 INTERIOR MAX: 0.00 5.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MIN: 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133% STRESS LEVEL CORNER _ MAX: 1:45 0.42 0.63 MIN: 2.16. -1.45 -2.16 INTERIOR MAX: 0.00 1.00 _ 0.89 0.00 0.00 0.00 0.00 0.00 0.00 MIN: 0.00 -2.71 -0.77 0.00 0.00 0.00 0.00 0.00 0.00 MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' CONCRETE: F'c = 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs = 20 KSI i DESIGN CONSTAI N= 10 J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) EW1 SLAB: SIA@`THICKNESS: T= 6 INCHES , • SLAB REINFORCING: WWM f • SPACING 6 IN. O.C. As = 0.028 SQ. IN. t WEIGHT OF SLAB TO RESIST UPLIFT: ' SLAB Mr = 133% x Fs x As x T/2 x J/12 0.168 K- FT SLABWI 0.075 KSF EFFECTIVE SLAB WIDTH = SQRT(2 x Mr / WT) _ 2.12 FT EFFECTIVE WIDTH Wt =,, 0.159 K /LF SLAB WEIGHT = x ISENDWALL�FOOTING ;X 3 K >" , _ Elrg�" - b12 ��REINFORCING "STOP . ' #4� TOTAL OFA x� 1 TOPS-- 020.,SQ IN AL�OF� � ''�BOT�As= 0?•20''k.�•S.Q11NI' ".;���.�'�`� �.BO�TfOM.x' #4 .TO �: 1, UPLIFT: COMBINED WEIGHT OF PERMITER AND SLAB TO RESIST UPLIFT: r FOOTING WT = Wf -,. 0.225 KLFSLAB WT = Ws = 0.159 KLF TOTAL WT = Wf + Ws 0.384 • ENDWALL Mr = 133% x Fs x TOP As x (d - 2") x j / 12 = 6.40 K-FT r. EFFECTIVE ENDWALL L = SQRT (2 x Mr / WT) = 5.77 FT • ^ " FOR 2-SIDES - TOTAL WT = 2 x L x TOTAL WT = 4.43 K 100% 133% GOVERNS CORNER 0.00 -2.16 2.161-1 INTERIOR 0.00 + 2.71 2.71>OK a BEARING: SOIL PRESSURE INCREASE FOR WIDTH = 0% + INCREASE FOR DEPTH = .0% ALLOWABLE = 1.00 KSF @100% OR 1.33 KSF @ 133% ' =EFFECTIVE LENGTH OF FOOTING FROM POST BASE t . ` 100% STRESS LEVEL Mr. _ , BOTTOM As x Fs x j x (D-3" )/12 _ 4.50 K-FT W = SP x B/12 = 1.00 KLF L= SQRT (2 x Mr / W) = 3.00 FT EACH SIDE • MAX VERTICAL LOAD = 2 x L x W = ' 6.00 K 133% STRESS LEVEL Mr 1.33 x BOTTOM As x Fs x j.x (D-3")/12 = 6.00 K-FT W = 1.3333 x SP x B/12 1.33 KLF +' L= SQRT (2 x Mr / W) _, 3.00 FT EACH SIDE • • MAX.VERTICAL LOAD =.2 x L x W = ` 8.00 K 100% 1 133% GOVERNS CORNER 1 2.17 + 0.63 217 (tJ , INTERIOR 5.15 1 5.15 ,OK TIES TO SLAB ' 100%-' 133% GOVERNS. H CORNERS 0. 131 1.451 1.45 @133°0 ` FOR 90° CORNER BAR REQUIRED As =' 0.054 SQ. IN: �Z ; F FOR #4 TOTAL OF 1 -> As = 0.20 ' 100% 133% GOVERNS -Z INTERIOR 0.00 0.77 0.77 ,.133°0 FOR 450•HAIRPIN REQUIRED As = . 0.020 SQ. IN. •- ` « + FOR #4 'TOTAL OF 1 -> As = 0.20; .''QK ; t ' REQ'D SPREAD FOR SLAB STEEL = 1.0 FEETI TOTAL REQUIRED HAIRPIN LENGTH = 1.46' FEET *1rs-r I EW 2 ANgHOR BQL T STRENGTH DESIGN CALCULATION PER UBC 1925 Fc = 2500 PSI 1.0 (NORMAL WT CONCRETE) 0 = 0.65 , Fs = 60 KSI (A-307 BOLTS) i -APPROXIMATE LOAD FACTORS. DEAD LOAD + LIVE LOD FACTOR — 1.7 X 2 = 3.4 DEAD LOAD +'WIND LOAD q FACTOR —.75 X 1,4 X 2.1 CORNER COLUMNS DI'AMETER6= 0 5 7INCHES FULL�AREA;„ 0� 2 ,�SQ�'IN (�SE® -�„ FOR C®NCRE�TE STRENGTH) NO`B®L�TS = � 1 ROWS�OF 2 F����B®L�T,,$,� 2 ��T®�TyAL+ }y/ r•'y� - • STEEL: Pss = 16.3 K /BOLT = 32.6 KIPS TOTAL .. Vss = 13.6 K / BOLT = 27.2 ." CONCRETE; { As = 111.1 SQ. IN. " ' t At = 0.0 c 0 Pc = 10.1 KIPS + Vc = 11.5 KIPS/BOLT = 23.0 KIPS TOTAL - LOADING COMBINATIONS: 100% STRESS LEVEL MAX TENSION = 0.00__ KIPS X LF = 0 - ' OK MAX SHEAR = 0.13 • `KIPS X LF = 0.44 SOK^ COMBINED CONCRETE _ • 0.001 OK ' COMBINED STEEL = . 0.000 133% STRESS LEVEL Vv MAX TENSION = 2.16 KIPS X LF = 4.536 MAX SHEAR 1.79 KIPS X LF = 6.09' COMBINED CONCRETE = 0.418 COMBINED STEEL = 0.069 OKE: ' BRACE BAY AT 133% 1 KIPS X LF = 2.1 O MAX TENSION = MAX SHEAR = 2 KIPS X LF = 4.20 . N, FIN, COMBINED CONCRETE = COMBINED STEEL = 0.118 0.028 EW3 INTERIOR COLUMNS RIM ER =_ INNER! U 442 ��SQ IN (USEQ�FOR�C®�N ROOT �f 0302, FORSTEESTRENGTH)�� � �f ROME iY ,RErTE�STRENGTH)�„ 5 Y i yNih�p�6 N06©LTrS1' ROWS OFy� STEEL: Pss = 16.3 K / BOLT = 2," BOL�TS2 32.6 KIPS TOTAL TOTAL Vss = 13.6 K /BOLT= 27.2 " CONCRETE: As = 159.9 SQ. IN. FOR EDGE DIST >= EMBEDMENT At = 0.0 SQ IN PC= 14.6 KIPS VC= 11.5 KIPS/BOLT = 23.0 KIPS TOTAL LOADING COMBINATIONS: 100% STRESS LEVEL MAX TENSION = 0.00 KIPS X LF = 0 OK , MAX SHEAR 0:00 KIPS X LF = 0.00 COMBINED CONCRETE = 0.000 COMBINED STEEL = �Or 0..000 0`K 133% STRESS LEVEL MAX TENSION = 2.71 KIPS X LF = 5.69OK MAX SHEAR 0.89 KIPS X LF = 3.03yOK COMBINED CONCRETE = 0.262 ,OK / COMBINED STEEL = 0.043 BRACE BAY AT 133% MAX TENSION = 0.00 KIPS X LF = 0.00. MAX SHEAR = 0.00 LF = 0.00 SOK COMBINED CONCRETE = 0.0 011 COMBINED STEEL = 0.0 OK.': • EW4 N: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING '0z-7-//0 "051-0 d OWNER: MAIL ADDRESS: / 14 C-,/< 1 PO 130 ONE: BUILDING PMT. S ` SITE ADDRESS: �� (Y ✓ �J �f' /G ` PROPOSED USE: fiw PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OR THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) ` GENERAL INFORMATION: 1. Is there \primary dwelling on the property? 2. Is the structure already built, under construction, or under notice of code'violation_? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of ]each lines? 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify existing access to a county maintained road? 13. Will the proposed structLre encroach within any recorded easement? CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? 15. Will this building be heated or cooled? 16. Will this building have a water closetttoilet? 17. Will this building have a sink? 18. Will this building have a water heater? 19. What type of floor covering will the building have? B 20. What type of wall covering will the building have? Yes: No: Yes: y No: ✓ Yes: V No• Yes: `* No:' Yes: No: Yes: No: !� Yes: No: Yes: No: Yes:. No: V Yes: No: Yes: No: Yes: Yes: No: No: ✓ Yes: No: I J Yes: No'. v Yes: No: Yes: No: Yes: No: Yes: No: ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. 1 understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information Nor when offered for sale. 7 12 X CG*NEF;rS SIGNATU DATE WNEKS SIGNATU 'DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: u COMMENTS: ti i H NOTES F RESIDENTIAL _ 027-110-051, 01-1656. HOFFMAN, JACK & MARY + 3130 GRUBBS RD. OROVILLE ' CONT: CALIFORNIA SUN ROOMS PATIO ENCLOSURE & DECK ,f 1 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f tt1 1 / 3 JOB FINALED (Date O Signature V= OK 0 = Not OK = Not Applicable Not, MOBILE HOMES = Date MOBILE HOML UTILITIES (Plans) OK except #'s 1: Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVED, CARPORTS GARAGES (Plans) OK except #'s 1 o ing Requirements -Setbacks -Easements / ootin s; Soils -S' -Depth-Sp ing-Co nectors-Steeail l s; Gird and/or Joi ' -Dec Bracing -Stairs -Rs e/'% .s'"1 4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date . Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghig. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test •11. Light.Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Sfeel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20, Shower Pan; Test, First Floor -Tub Access 21, Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing I Ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps-Anchors-C6nnectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes D No/Walks D Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: y COUNTY OF BUTTE - DEPARTMENT OF DE NT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. . (Rev. 12/96) APPLICATIdN AND PERMIT ASSESSOR PARCEL NUMBER 027-110-051 ZONING A 5 BUILDING PERMIT OWNER HOFFMAN JACK & MARY TELEPHONE SO. FT. OCC. BUILDING VALUATION 4,500.00 /�/� . OWNER'S MAILING ADDRESS 3130 GRUBBS RD. OROVILLE CONTRACTOR'S NAME CALIFORNIA SUN ROOMS (916)1631-8186 TELEPHONE CONTRACTORS MAILING ADDRESS 11292 A COLOMA RD, RANCHO CORDOVA, CA 95670 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ - ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $80 SUILDINGADDRESS 3130 GRUBBS RD. DROVITI.E., CA 99966 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New)7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PATIO ENCLOSURE & DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full for and effect. License Class Lic. No. />��Z,Occup. OWNER -BUILDER DEC ARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have an ll-imaintain a certificate of consent to self -insure for workers' com sation, as provided for by section 3700 of the Labor Code, for the ormance of the work for which this permit is issued. 13,01 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier andpolicy number are: Carrier1�T-¢.Fu� Go.•� 1''y J Policy Number 11 et Z f-01-0 1 (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'IMP compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith compI r with those provisions. X Date _� / Signature of Applicant - ❑ Owner El Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service zooA TO 1000A 46.00 NEW CONST. DWE111N1G OCCUR SO OR ADDNS. ( 8 ACC. S.3.5¢ NoN}p�ID MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIS. Ex. OCCU . OUTLET OR FDCTUREs 20 @''50 SAL p .w LNS Ex. Occup. oimtrs RE.,&) ER -A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEPE $ Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL FEE $ 165.10 EOCC]CONSTi.TAYPME❑ I FLOOD I CDP I PARCEL PD I HO SU This permit is hereby Issued under of the Butte Coun Code and/or indica above for hic9i fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date , J to ReceiptNo. 325068/165.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEV NT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Califo 5 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 'J10 ASSESSOR PARCEL NUMER 1 /\ �T ` U /� /ls �N�_ BUILDING PERMIT OWNER TeLiPHONe SO. FT. OCC. BUILDING VALUATION owNERg wwNn oases ` jun S�.co N NAME ` TELEPHONE LENDER'S MAILING ADDRESS ARCHRECT OR ENGINEER UCENSE NO. ARCH ECT OR ENGMIEERS MAl1NO ADDRESS OU LD04G ADDRESS 7 I Total Valuation 1 $ P Permit Fee Plan Checkii $ 20.00 i-4%15 60 v t ` k—j k r(,(, Energy Plan Checking Fee $ $ LOTNO. SUBD"C"SHUM - PARCEL MAP PERMIT FEE _ PLUMBING PERMIT USEOFSTRUCTURE ach Tra So r or heat um water heater SF Duplex 0 Mobilehome 0 Other Water i in SPECIFY TYPE OF WORK Each as star heater or vent New O Addition Remodel O tANes O installation ❑ Other (3 Gas I in m 1 - 5 outlets n Buildin sewer Describe Work: ' 4. n r- 11f°�/I t� �o/o{� Mobile Home S G W IWU � 1 � PERMIT FEE ! *PERMIT FEE PAID SRA '- SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NVMSER2,Sd (0 * TO BE PVT INTO COMPUTER -wing ree 20.00 7.00 23.00 15.00 15.00 15.00 15.00 020.00 ELECTRICAL PERMIT Flin Fee 20.00 Main ServiceIf800v OR LESS 200A OR Zs; 23.00 Main Service 2C0 TO IOOOA 46.00 NEIN CONST. ( Own a OCCUR OR ADONS. AACC. MOS. 3.SQf°:3U . NON•RESIO. MULTI.OUTLU 10L1nET @7.50 POWER APPARATUS 6 SINGLE CDL Ex. OCCU ovnET OR Fw-P RE9 I 200 1.00 SAL 0 .550 I Occu MDAEx. 5.00 1 Temporary Service 23.00 i Mobile Home Facilities 20.00 PERMIT FEE $ 30 MECHANICAL PERMIT Fling Fee 20.00 Heating 6.50 PERMIT FEP. I S Mobile Home Installation Fee S Energy Inspection Fee S occ coNST. TrPE TOTAL FEE Z /d HAZ. 1 0. FEES IMP I R=O I COF I PARCEL I PO I HD BSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNTYOF BUTTE -DEPARTMENT OF DE -.a ENT SERVICES -BUILDING DIVISIONr 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NLWER:, 02 7 - 1/6 - 0,51 Proposed Building Use: Building Inspector: (.(✓, Date:-�5'-j� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted-------------------------------------------------------------------------------------- ' Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- (9. Engineered plan/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------.------------ ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- anitation and plot plan approval QLrjV� Iealth Department. ------------------------------------------- Ell 5. ------------------------------------------ ❑15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- Ell 8. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------, ❑20. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------- E123. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. -------------------------------- 2 5. Recorded copy of Agricultural Acknowledgment Statement. - ❑ 26. Letter of intent on building use. ---------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: I�_ (Date) When you issue the permit, process as follows O Mail to owner, ❑Mail to contractor. Telephone 91&-6,31- 7/ ?L, and hold for pickup at O (0 v, i f- office. ❑ Deliver wi -inspector. 0 4 ``oi r') i� $ ,n cou rt 5 Applicant: noiu• Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuilVivi anter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Builunter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Builunter, by Plans reviewed by: Date: Plans approved by:Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY ' Plot Plan Attached A --- Floor Plan A ho �- Sant to B.D.� )IIv /d�ysz A 1 0 0 (�0-7 Owner Location AP# Plan Approved for: Sewage .Disposal Water Supply: Public Private Well' Clearance for x -,dWeft a. Other ']DOQAr� AVICQ77� I /.moi ( /a /' Hold final for: Final clearance O.K. for: NOTE: Environmental 8/96 alth Specialist J _. _•--- co 3130 (9i�i�6S�o. 5�v2oo�-►S p2a✓� LLQ C -A ��%%co�oMV,,� I�AV r4arjct4o Ca 200 UA CUIVE �A44ch.vs g .. . •_ - . GA�tLA G>� , 1 � 'sem \ � ._; 9 5 PT I c DROVED Butte County \ Enviro en - Health i b to c�� �/i 12 ACRES ,b Li Ln WRQ LOAD: 80 M. O r �.. SCD 3. STEEL BL91 MOW3 SHALL IN AN AlkGE-:RTiviED `. v, CD DEPARTh'DNT 92M th3C mr FOR APMQVva1 BT mi _. CD 9 5 PT I c DROVED Butte County \ Enviro en - Health i b to c�� �/i 12 ACRES ,b Li Ln WRQ LOAD: 80 M. SEISMI:1ow III i 3. STEEL BL91 MOW3 SHALL IN AN AlkGE-:RTiviED `. DEPARTh'DNT 92M th3C WOMIT CMrFIC.AV W - FOR APMQVva1 BT mi i SPECIAL IFWEC MW i I. Recqutred special: mopec i special hspedor per e Departmeot nsquirecomt. I� I Z. Thr contrador swi a,t Bulidwg Dg7aeum nt a. inspector amt to aVpr . � beglitllflg OOrlb t'VGefOK. 3. epeclaI kwpectroc. iw m Nigh StrengLh.B= CODE A)"LY& TYPE OP Cat m LOCAMN CM PRC .- ego, cusa • PL.DOR �A, a ALLO" 4 • -Y' ALL9--U : N!!MR OF e7DIF PFaow,• - . .... .. ALLOWA OCCU°'AP1T LOAD, i y OCCUF IF EXIT E �t AAtR AGE r7 -7L \9 i IWM LOAD: so ti.- SEI"c zoNE III (10 J, 3. STEEL 5UU-D;I`4G SHALL IN AN AW; CE-WirCD a DEPARTrIENT YVR U13i-_ SUBMIT INdLuDom FOR APMq2vA.L BT. ew. &L jjyRUorJM AND MOMENT eg SML V a CLEAR 0, ALLEASEMENTS. OMCIAL WWEcrdsqs OWRHAN I. RequIred op �5 , r--. I 0,61M, THE SIDE AND . aciai: ima.pac R_ C) I : i epmwa I lop"CLar pm- 6 A sET ISACK OF i , � 1.1, -, LIN Departmmt. requtrarmit 4',.,.o'4-WTY ES AND i I Z- A r,�m,4 FFOWW'.% 1 ' C-A '.w�F HALLM 2. The contraac,- _HLINES . (2-0 A FT.. FROM T�, t Dullding ospwv.-*rwnt j I: Exasm r4arjCt4D CdIZ06t/A CLEAR OF M, U&URES ANDEQUIPMENT limpector %ibe b*Tr, A2�-T-E�VE9VEr,"4ps 3. 7 t _,p, WI9h ttr"ti,. E%=,- c6m TZ1 OctwrANcy cvpxx 'o -c-: w, Tyre OF Ca*8T r LOCATAONCm pw __$60! CLW AN" GatZAG oe...A plRorm ALLO" AU.CUW oft.Lo" -AMr LOAD, U N OcZU ?e_vc A CRE E -S � 7 Oc-= PART F>MS, IWI'm I EXIT f V E 6A lz A—Ca E: t3 L J Ae_< - 13 y ;._ Woii-rH VAL I io-,, W I c c> . G6 7' 1f BUILDING DIVISION COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES _ 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING Z O -© , - 5 OWNER 1A ry PHONE NO. OWNER'S ADDRESS /a?o 6'er"Iggs f LOCATION OF BUILDING Sig /v/ USE OF BUILDING C _ Q eS SIZE OF STRUCTURE 31% X _'� 0— _ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL X CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ 17'7.7, AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows- I _ / r FRONT lJ!�./ny`L, SIDES 20 A"-" REAR � ti AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date & Signature of Owner J a'rd Permit Fee - $60.00 The above described AG Building is exempt f o 'Iding p mit. K1 FL P EL' RV141N I�S Receipt No. oma- FManager Building Division M By Date / A/0 6 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant ❑ APPROVED DflTONALLY APPROVED :_ ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit G- Date: Genera/Information AP#: O 2�- J) (5 -.3 s 7 Owners Name: �'� e, )-� �-t-1�^ �� Parcel Acreage: 7 /) e Owners Address: 032) &SUa S 2Q.&U? LC: CA C1S b5, Building Site Address: Pronertylnformat/on Permit Type: [aAgriculture Building ❑ Commercial ' ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multl-Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: General Plan Use Permit: .A-5 Date of Zoning Ordinance: Development Agreement: Variance: Parcel Is In: Land Conservation Agreement jj No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan I@ No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone ® No ❑ Yes, Check use Floodplain No ❑ Yes Zone: Watershed Protection Zone No ❑ Yes Proposed Use Complies With:General Plan ®Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are,OK;as'Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No • ❑ Yes Applicable Setbacks: ❑ Other Other ❑ Cohasset Panel Number: ❑ Accessory Building Use' r-_ Zcninq Ccde Street & Hi hwa s Fre Prevention •� v v v Front O C Side Side street Rear O Height Septic Permit Review: Wed Permit Review: Land Development Review: SMap Peri»it C/earar�ce Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ yes Drainage Plan (ConyInd/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Compiles with County Standards for Deed Creation: Comments - Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road'Name: ❑ No ❑ Yes Date of Recording: Lot: �— :onditions That Must Met Pricr to I lace of Permit ❑ Verify Legal Parcel ❑ Verify Legal Access Block. Book:' Page,O B3 ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed ❑ Construction across property lines is not permitted (See Land Development for a Merger Appikatlon/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot.Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ ConsUvct road to ❑ Meet parcel sizer required eq by zone El meet current EHO requirements,. - ❑ Other :ereral Commert_s: QC, S Pr" ) N O tti t>S T"0 at��AC.�: �./� 4�0 "w cy:�-t OBJ S 0 ' �: ? , + • � ,1 r �a.� it ' ' �. / v�-_`� • �l RESIDENTIAL �} 27-11-2792-967 HOFFMAN, Jack & Mary F r 3 31'40' Grubbs Rd, Oroville new sf le E 1. +. l 1'•� } 1 � �1 /,r,1` .. tO•: �i��/e�/�:'' ta"c.P;o �eiss Go.1 y�� ' � .. x'�/ • f #�"Ftr/y� /��/v �,,��„/ppJ� racy)}''�C� �i%�,•S''� ��/CY'� , r� 1 iw. �. ter,^ ; ' ', 1 0}�✓� `7/`` ` !/ 11 . /• •. - �'� - _ r , % � '�t j,�r r � -� mai,' - �� � •t s;J��a„pY1 r1FR � N '�` s � a �� i :y. 1. }`.r. ti ! � b• .. 1 ; � kms'.. r, It ✓ r - tLt. � r ZZs'• • ,.�i� �� � F.. CaP OFFS Oafe r Sri t GPS 8`l / _ � • • . t � F . ; ; tt. Mei / _ _- — — r' OFFICE COPY Address GAS Dates ,, • � i t - •t i '.x j Meter By / i ' `►, � ELECTRIC a Data ti Meter By r r {JOB FINALED (Date) '.•;' ''i'.^ fir` • 4 t' Signature Al Ic `t V 6 O = Not OK NotReadyatile MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements • 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG t 7. Well Clearance & Disconnect J 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector i 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector I' 6. Water; MH Test -Regulator -Connector -t 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged I 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUt ' . Date -DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists-Decking-Bracing-Stairs-Rails"O 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric \ 8. Frmg; Sils-Anchors'Studs-Rftrs-Trusses - 9. Siding; Nailing -Veneer -Stucco -Mesh �- 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 ! Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s J� 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 J Date Card B-1 Date Card B-1 ' a .0 r r' 1 'J OK O = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UN&RFLOOR (Plans) OK except n's 1 Zoning -Setbacks -Easements -Flood -Slope U 2. Ftg., Main; Soils-Elec. Grnd.-/ Ftg. Pepth 3. Ftg., Garage; Soils-Steel-Elec. Grnd. g. Dep 4. Ftg., Porches & Decks; Soils -Steel /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. j9rab; Steel -Wrapped firs -F•, e@ -Q@ Steel ✓tSD .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF. Gas Pipe; Size -Anchors - yard gas piping: size -test J ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pi nums & Ducts; Clearance -Material -Support -Ins. lef�G Bolts -Joists -Vents -Cripples 5. AccessVentilatio 16. Insulation Date - rd B-1 Date p 10-f Z- Card B A Date rd B-1 Date Card B-1 Date PLY NG (Permit).OK except M's --------- 16. er Htr.: Vent -Access -Combustion Air -Baffle ----------- ----- - - ----------- 17. er Pipe; Test & Anchor -Nail Protection --- --- - - 18. D.W.V.; Test -Fittings & Anchor -Nail Protection------ --- - --- - -- er Pan: Test. First Floor -Tub Access ------- est Tub & Shower, Second Floor -Tub Access ---------------------------------------- - -- 21. Gas Pipe: Size & Anchors ----------------- Date ------------------------------------------------ - -- -Card B_1 Date Card Date -B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's ---•ure & Transformer Clearance -Ins. Protection 3' Elec. Receptacles Spacing -Lights & Switches at Doors ------------ -------------------------- ----- -- ----- - - - - - -------- --- - -- Boxes & No. of Conductors -Stapled _ _Sze /25-�Tex lns fled Close to Edge of Studs & C.J. _ --`---------- 2 quip Gro_d made up w/Meth. Fastners-Bond Gas & Water 4 - V 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size i r ga. Cu or AI-A.C. Wire Size ! / ga. Cu or At ---- --------------------------------- ��ange Circ. ga. Cu or AI -Oven Circ. / / 9a. Cu or Al. I sulated eutral ❑ Yes No _- -- ------O -� e -Riser Conductors & Ground Main Disconnect - - ---- - --- ------------------------------ 1. Equip. Clearances Panels Motors Mech Equip Equip. ------ ----------------- --- - - - ----------------------- Clothes Closet Light -Shower Light -Spa Light ------------- - oke Detector ---------------------------------------------------------------------------------- Date ------------------ Card B-1 Date Card B-1 --------------------------------------------------------------- Date Card B -t Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support 35. Vent Fan: Exhaust above insulation _----5 ndensate Drain & OverflowSize & Grade I ------- Fur - -_ nance-Vent: Access-Comb_Air-Return Air Vent -115 -outlet - 8 Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- Date -------------------------- Card B-1 Date Card B-1 -------- ------ ----- --------------------------- -------- Date Card B-1 Date - Card B-1 Date F NG (Plans) OK except p's 3 it Proper Material & Anchors - Walls Studs -Nailing, Spacing & Bracing -Plates -Sound --------------------------------- ------------------- -- earing Walls over Girders & Floor Nailing -- - --- - --- - - - --- - - -- -- ----------------- -------------- -------- - -- ------ ----- -- --- 42.�adt Stop in Walls (rat proof) Stop ----- ire Stops: Furred Ceilings -Stairs -Chases -Tub ---- - ------------------------- 44. Headers & Beam -Size & Bearing 99 Date • i FRAMING (Continued) angers -Post Caps -Anchors -Connectors _ _Ging. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Firefilace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing -_ 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garaoe-3rd Storv. 2 Exits _ '---F s; Width -Head room -Rise -Run -Landing -Fire Protection 54, pl od on Roof Overhang -Attic Vents -Rafter Outriggers 5. Siding -Nailing Veneer ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ i1----57`-Glazing Area -Glass Protection -Skylights -Plastic ----------- - -- dear Walls: Nailing -Bolts ---59. Insulation -Walls -Ceilings Infiltration -Walls -Windows - Date r�� - Card B- D to _ Card B-1 --� - Dat , d B-1 ate Card B-1 Date F AL (Plans) OK except ft's - 1. E t. Steps -Door & Sidelight Protection -Landings Smoke Detector 6 . urnace: Vents -Clearance -Comb. Air -Connector - 1 - In Garage_ Above Floor -Ducts -Meeh. Protection 4. Bedroom Exiting - - - 66 G F. &-Bath Fixtures & Tub Access -Spa V6 lec. Trim & Subpanel: Breaker Sizes & Labels fairs 6 ireplace or Stove: Clearances -Hearth Elec. Outlets at Wood Panel: Int. & Ext. 0 Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter -- Garage Fire Door Swing -Landing -Closer 3 -.0.-Duct in Garage -Damper 4. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. I arage: Above Floor-Mech. Protection ---------- Equip. -------------------- - - - Plb..Elec. & Mech. EquiP Listed for Location ------ 6. --ec -R ceptacles in Garage: (G.F.I.)-Rome rotection Ins tion Foam -Looked in Attic Yes -- { uard Rails & Deck Construction -Post Caps Fdn nts & Crawl Hole Door-Drai a Wood -Earth arance Looked under Floor I Yes Following instld.'Drive ❑ Yes 0,<o: Walks ❑ Yes o; Planters C1Yes ❑ No Brown -Finish dy7 C Unit: Disconnect. Electrical, Plumbing V`�. nts Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings ----------- ----- - ----- ------- - - 8 ater Well: Disconnect, Electric . Plumbing �- d5. Exterior Elec. Trim; G.F.I. Receptacle -Underground ----------------- -- rs6. V tilation Throughout House _ --- --- - ----------------------------- Glass Protection - ---- - -- 8". orrections from Previous Inspections - --------------------------- ------------------ 9. Gas Test -Meters Tagged; Gas -Electric ------------ ------------- ----------------------- Water & Sewer Connected -C/O to Grade -HD Approval ---- - -- ------------------- -91.-. Energy Complian a Certificate -Other Certificates Date �i rd B-1 ate Card B-1 Daterr'� 1 -- Date - Card B-1 --- Date• ` and B-1 Date Card B-1 Comments at Final: LAS PLUMAS LUMBER CO. - OROVILLE CUSTOMER COPY PHONE (916) 533-0922 P.O. BOX 1947 OROVILLE, CA. 95965 YARD - 1245 ORO DAM BLVD. 5246 CUSTOMER ORDER NUMBER 'DATE 19 NAME OF JOB SOLD TO & ADDRESSG'>����/ KEEP THIS BILL: - ALL CLAIMS MUST BE MADE WITHIN FIVE DAYS AFTER RECEIPT OF GOODS. ALL MATERIALS RETURNED WHICH SHOW NO EVIDENCE OF HAVING BEEN USED OR REGRADED WILL BE CREDITED AT INVOICE PRICE LESS 10% HANDL. ING CHARGES. NOTICE Our . driver will make every effort to -place f material -where customer designates, but g 6Plurrias Lumber assumes no responsibility for damages inside curb or property line of lot. TERMS: ALL ACCOUNTS DUE & PAYABLE 10TH OF MONTH FOL- LOWING PURCHASE. MAXIMUM LEGAL RATE OF INTER- EST CHARGED ON ALL PAST DUE ACCOUNTS. KCI.CIVCV ADVVC IN WJVV CVNVIIIVN i, �•T��"�..�.T,.ti-r+•ar-_-�•�i-••'w-Ytic%y�.'3--'��l-,sa•��-"G'�,ti'`.��-.Nr.. r..� �"�'^.�-�-a•s�.�%-,r�.�7'1`.f`x �"�`f.'. "c'�."'�s COUNTY OF BUTTE "DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. c '17)Date �J� O2— Inspector REV 11/91 `iiLFi."rWt,���RA�L.'!.1.'�i+.� '""i€i�f.�edL �,iy��'^�d�ss*`'a•' �+-^.;as � _. COUNTY OF BUTTE-... DEPARTMENT OF PUBLIC WORKS 1-43 1469 Humboldt Road, Chico, CA - (916)-:891=2751 7 County Center Drive, Oroville, CA - (91'6) 538-7541 747 Elliott Road, Paradise, CA - (916) 87276307 CORRECTION NOTICE Y OWNER `PERMIT, O 3 A routine inspection indicates that the following violations of -Butte County Ordinances exist'at, the above address and should be corrected. Please notify this office when correction of :work. is cornlet . If you have any questions pertaining to this matter, or need additional explanation; 2 -a- " -cit t is office immediately. Q N 11 a v �.Y g tSs \ :� r3"! j fi t Date 'Inspector REV 11/91 r COUNTY OF BUTTE DEPARTMENT OF, PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 5388541 747 Elliott Road, Paradise, CA - (916) 872-6307' z,. CORRECTION NOTICE". OWNER 1 PERMIT NO. 7c A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction .of work 4 is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact is office immediately. y' GYI ._ Date /� ` '�/r- Inspector / 40 REV 11/91 Owner: �gCAA # /1) Permit No.!E � LOCATION ENERGY C ERTIF ICAT ION A.P. No. DESCRIPTION OF INSULATIdN ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material, Thickness(inches)__- CEILING S Batt or Blanket Type Thickness(inches) Loose Fill Type Minimum ThicknesWnches) Area covered(ft. ) -- —FLOOR, ELEVATED Material � 2 �1 [ Thickness(in hes) r �2 FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) t - Brand Name M AA y t t✓ L, Thermal Resistance(R Value) . r177 Brand Name (-IL Thermal Resistance(R Value) Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name [-111 Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that -the above insulation was installed in the above building in conformance with the State of California Energy RequLrements. FIRM NAME/0 R IGNATURE OF INSTAPATION APPLICATOR STATE CONTRACTOR'S LICENSE NO. --?- S- -2* DATE I hereby certify the above insulation and all required items. as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER lease print) SIGNATURE OF G CONTRACTOR OWNER STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 Thi: glulam members of the job covered by this certificate are stamped with one of thr; tollotwing type quality marks. Each qualified plant -has 4n individual qualification designation. The designation "P-143" shown on -,he•tylm.,al quality maiks•below is not :assigned to'any plant and is used only for the purposri•of illustration A. TYPICAL CUSTOM PRODUCT QUALITY-MARK P' 4" AITC • designation of 'qualified hcFin,ed' plant T --QUALITY INSPECTED ANSI/AITC A 1-90-x_ 1983 Indicates 'that the designated licensed plant hos met all . requirements for qualification ' -- -and maintains an acceptable quality -Control Indicates confotmance to ANSI/AITC system which is periodically inspected by ,A190.1-1983, Structural Glued Lamin- AITC ated.Timber -A TYPICAL NON-CUSTOM PRODUCT QUALITY MARK.. 1 Identification' of structural use, desig- a f nated.bysymbols: B-simple span bending member; C- cdmpressiorimember; T-tension mem- e' ® j ber: CB-continuous or .cantilever span 'USG ARCH �- I»bending member' . , Designates appearance grade. IND- P-143 Industrial. ARCH-Architectural. ` FR.EM -Premium ' SREC i,ES - �{xAITIC .designation of qualified licensed plant and uvet�use adhesives. When dry=use adhesives are used, the letter QUALITY w \ D is added INSPECTED ® _ .000-00100F _ .. _ . f Name of wood species used ANSI jAITC . / A190.1 "-1 933 Designates applicable--AITC laminating specification `and combination symbol; -� for example:, .117.82 24F or 117-82 3" Indicates that the designated, , licensed .plant Indicates conformance to ANSI/AITC has met all requirements • 4for qualification... `,q;l>:.1=1983,.'Structural Glued Lamin- and maintains an acceptable quality control ated Timber system which is periodically inspected., ,AITC. Iii! 0{y J jt j For custom products, the details covering the product are included in applicable doeumerts For non-custom products, essential details are included on the stamp. CER�IOF 1%JTE OF TIAIlk� AIT CONORMANCE0 z NS F /HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Swi.sshome, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code JOB NAME: .Keller Umber Sales, Inc. JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO. P O#S6S8-A DATE • -6-12 MFGR'S ORDER NO. 1952-A 24F -V4. WP Glue, Arch ADD. Indy Wrap. Ind ADD. Load SIGNATURE COMPANY AmeriCan LaMinatOKS TITLE Quality Control ADDRESS POB 99, Swisshome, ORDATE 7-13-92 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company. is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. -------"'--FORM IBCA AITC Certificate No. 77117 A AMERICAN INSTITUIJMVILMBER CONSTRUCTION JUL - 17 1992 KELLER LBR. SALES Q 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION CONSTRUCTION LENDER (UNKNOWN LENDER'S MAILING ADDRESS ENDEAVER HOMES ARCHITECT OR ENGINEER'S MAILING ADDRESS ' P.O. BOX 1947 OROVILLE 95966 BUILDING ADDRESS 3140 GRUBBS ROAD OROVILLE LOT NCS I SUBDIVISION NAME I PARCEL A USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY TYPE OF WORK New [y� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 3 RDRM _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ -I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) '❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ 'The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, posts, and expenses which may in any way accrue again aid County a ce of the granting of this permit. / !� X i1.�/'� Date Signature of Ap ant — Owne7Z Contractor ❑ Agent ❑ An OSHA per i is required for excavations over 5'11" dee and demolition or construct- ion of structures over 3 stories in height. Receipt No. !0- ZS 9 WNITE-D.P.W.,'rELLOW-ASSESSOR, PINK -INSPECTOR, GOLDEN R -APPLICANT Fireplace I "A" 1,500 Total Valuation $ 117,879 Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S I G 1W $ 15 $ 66n - sn $ 330.25 $ 20.00 Permit Fee COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 92-967 ' APPLICATION -AND PERMIT Main service 20CATO1000A1 37.50 NEW CONST. DWELLING OCCUP.& OR ADONS. ( ACC. BLDGS.sn ASSESSOR PARCEL NUMBER 27-110-27 NEW CONSTR. ULT"OUTLET NO N.RESID BRANCH CIRC ITS ZONING A 5 (POWER APPARATUS 6 l SINGLE OUTLET CIR. BUILDING PE IT Ex. Occup(OUTLETS OR FIXTURES OWNER JACK & MARY HOFFMAN • TELEPHONE 34-7949 SO. FT. OCC. BUILDING VALUATION 1672 R 90 288 OWNER'S MAILING ADDRESS Permit Fee $ 129.00 1066 M 19,188 IFilingFeel 15.00 3140 GRUBBS ROAD OROVILLE I I I Q nn CONTRACTOR'SNAME TELEPHONE 553 OPEN 3,731 OWNER , , -1 „ , CONSTRUCTION LENDER (UNKNOWN LENDER'S MAILING ADDRESS ENDEAVER HOMES ARCHITECT OR ENGINEER'S MAILING ADDRESS ' P.O. BOX 1947 OROVILLE 95966 BUILDING ADDRESS 3140 GRUBBS ROAD OROVILLE LOT NCS I SUBDIVISION NAME I PARCEL A USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY TYPE OF WORK New [y� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 3 RDRM _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ -I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) '❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ 'The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, posts, and expenses which may in any way accrue again aid County a ce of the granting of this permit. / !� X i1.�/'� Date Signature of Ap ant — Owne7Z Contractor ❑ Agent ❑ An OSHA per i is required for excavations over 5'11" dee and demolition or construct- ion of structures over 3 stories in height. Receipt No. !0- ZS 9 WNITE-D.P.W.,'rELLOW-ASSESSOR, PINK -INSPECTOR, GOLDEN R -APPLICANT Fireplace I "A" 1,500 Total Valuation $ 117,879 Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S I G 1W $ 15 $ 66n - sn $ 330.25 $ 20.00 Permit Fee $ 94-00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600vOR LESS 200A OR LESS 18.50 Main service 20CATO1000A1 37.50 NEW CONST. DWELLING OCCUP.& OR ADONS. ( ACC. BLDGS.sn 3.64 sq.ft. NEW CONSTR. ULT"OUTLET NO N.RESID BRANCH CIRC ITS ^ 5,00 (POWER APPARATUS 6 l SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REAT I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 129.00 Contractor MECHANICAL PERMIT IFilingFeel 15.00 Heating I I I Q nn Cooling 1 1 9.00 Hood 6.50 6.50 Ventilation Permit Fee $ 40.50 Contractor Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 X, � CONST TV TOTAL FEE $ This permit is hereby issued under the applicable provi- sions of the Butteunty Code and/or resolutions to do work indicate a ve f r which fees have been paid. TO OF UBLIC WORKS ByALA Date PEAMITE PI Date \ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916:538-7541 APPLICATION AND PERMIT PERMIT—NO. ASSESSOR PARCEL NUMB ']— "2-7 I ZO G, —� BUILDING PERMIT OWNER y/�,, S>b C, k Q 1 CL 1573q— T LEPHONE 79 r7lZ S0. FT. OCC. BUILDING VAL ATION Z OWNER'S MAI NG ADD ESS 3 /C10 Ir.b b at 6 ! 4 CONTRACTOR'SNAME _ - TELEPHONE 3u 'D7� / nPn Z_ 21 / `®V �f Z CONTRACTOR'S MAILIN AG DDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation I $ T1-797? Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ((y� ARCHIT CT OR ENGINEER tlai�auKi ko Y1, -as LICENSE No. Plan Checking Fee $ Ly Ener Plan Checking Energy g Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS d Q g Q - c G Penalty $ BUILDING ADDRESS Permit tee $ ZS PLUMBING PERMIT Filing Fee 15.00 - r�`� 6 Each Trap `J 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 7 —� USE OF STRUCTURE S4 Duplex❑ Mobilehome❑ Other SPECIFY SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 --� Mobile Home S G W @ 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: _ a eon 7-aory►3 Permit Fee $ 9 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200A TO 1o00AI 37.50 29 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.a) 3.6Q OR ADONS. ACC. BLDG S. II NEW CON ST FL ULTI.OUTLE NON -R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS SINGLE OUTLET CIR. ( a Ex. Occup( OR FIXTURES 20 764 A Ex. Occup. OUTLETS FIXED PRESID ILNSKEA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. VVirin 15.00 9 Permit Fee $ Z — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Z Q(0 9 Cooling ��' 9 Hood 6.50 Ventilation pennit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant — Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required For he j, .over 5'0" deep and demolition or construct- ion of structures over 3 stories in hei C/ Mobile Home Installation Fee S LJ Energy Inspection Fee S —f A 4&ft TOTAL EE $ HAz I DFEES IMP I Ft o CDF PAR PD D ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No - 11 . f, WHITE-D.P.W.. YELLOW -ASSESSOR, PINK-INSPEC OR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT. APPLICATION DATA SHEET Permit No. OWNER ll� V_ Q.� 9- 1 " 11'— 2 P. A. PNo. Proposed Building Use Building Inspector 0,0,10_ Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... ".4Plot plans in duplicate/triplicate, signed by preparer of plans ...... . 3. Complete plans in duplicate/a , signed by preparer. of plans .or-� �y LS 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. R. Engineered truss details and layout in duplicate (required prior to plan check) Mobilehome installation data including manufacturer's installation instructions. r 10. Fees of./.9.oy........ PA. ............. 11. Chico Urban Area fees paid ....................................... )W12. Park p�d.................................................... A3• School District fees paid ............ . 14. Sanitation approval from O2 6 Health Departm -�2- 15. City,of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) - �- 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Cmtractor's license information (No., Name Style, Classification) ... 22. Certificate of Workmans Compensation Insurance .................. t nner-Builder Verification (Given to owner ❑, Mail to owner 0). . Recorded copy of Agricultural Acknowledgment Statement ......... Z 2 Letter Of signature authorization �a �...,,,�:J_./e ff, 7 owner. Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitt or, 1. Index permit for above item 2. Additional items required _ ked a•t�gxe). �y c� ! Contractor, designer, ne was advised of above required d a by_phone___nail—counter be`'yyJ .,date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter. by date p / Plans checked by �5__ Dates/ Plans approved by Date �O L Sets of plans on hold in ' File cabinet AP folder Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance 3 2 �, �d�s owner location Driveway permit 9zvG 7 l si ature 2 `7- /l -�z 2 AP # has been issued for the above property. COUNTY OF BUTTE BUILDING DEPT date J U N 0 9 1992 TO Bui ldina Department COUNTY OF MUffk o BUIIDIyG DEPT FROM: Environmental Health JUN 0 g 1� SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewaae Disposal 'dater Supply Hold final for: �'i Water Supply 7inal clearance O -K'. for: Water Supply 11 Clearance for ,Ibedroom home. Other NOTE * * * Slain ittar i Date RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) -Bldg. Permit # OWNER A. P. # _?, 7 7 d Plan Checker_ y c, GENERAL -r_' `r. naming requirements: (sideyards and number of permitted living units). aluation. ans signed by designer. Proper description of work on application. 95 Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7-.--__Rec9rAeA notice of violation. PLOT PLAN �10 a AO Complete parcel size and dimensions. -etbacks, sideyards, easements, etc. Other buildings or structures. rading, fills, drainage. Flood hazard. 6. Special conditions on creation map, ustible, and foundations). U & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). ,Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). %Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical �r gas equipment. arage firewall, door size, and closer (Sec. 503(d)(3)). 3,1 - 3`0" exterior exit door (sec. 3304 (f). Srireplace and wood stove location., alcoves, and clearance. moke detectors (Sec. 1210). �-.�lumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. _Elevations and wall construction details complete enough to construct building Roof construction details complete enough'to construct building. an Fireplace construction details and caics if necessarv. Za er t' s or bearing ridge beam. Gar a door r porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails, (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). v Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. T.—Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). l-.�ttic access and ventilation (Sec. 3205). Z --Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. VCU.Flashing ise requirements on duplexes. ergy design. at all exterior openings. F responsible area requirements. COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-538-7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor -and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3 I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: Name Address _ City Phone Contractors License No. 5. will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner--- Soutat -5-e Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code..... - This verification must be completed and returned to our office before we are per- mitted to issue the permit. BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM d(One Form per Building) 0 qc� _ 000 A.P. N/umber % Building Department No. School District City F -_J County � Jurisdiction Property Owner (¢.CJcq((✓ Project Location/Address 300 c e -'6 lj s Subdivision Lot Number Residential Development: COUNTY OF BUTTE © a Sq. Footage Z4 9 'BUILDING DEPT # of Living MHI Addition (Group R) JUN 0 9 1992 Units Commercial/Industrial: F-1 ti O Sq. Footage New Addition (Including Exterior- Roofed Areas) Buildih§ Department Representative Date .(Floor P'lans reviewed by School District Personnel) District,.920480 AAld No. ''' 11 = V fXLe) L K.J School D ---� , �n !1 Y, kApplicant Names ,= U (Street Addre s). P-4 V trict certifies that (Phone Number) l (City) (state) k4lp coae) has complied with the requirements of Resolution No. D by the payment of $� �. representing .. ' !� square ,feet. School Dist ict Representative Date PAID BY CHECK NO. V BANK NO PAID BY CASH REMARKS: white -applicant, yellow -building department,,pink-school district SCHOOL.FEE (8/88) Return to DPW AGRICULTURAL STATEMENT OF AC30OWLEDGEr`'INT 9 2- 2 5 4 8 3 FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit.' ` _ -- — 92-0254831 Rec Fee 5.00 The property described herein is. adjacent I Check 5.00 to land or included within an -area zoned Recorded I for agricultural purposes, and residents Official Records I of this property may be subject to incon- County of I veniences or discomfort arising from the Butte I use of agricultural chemicals, including, Candace J. Grubbs but not limited to herbicides, pesticides, Recorder I and fertilizers; and from the pursuit 10:43am 9 -Jun -92 I PUBL XX 1 of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent .property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real. -property: situate in the County of Butte, State of California, described as follows: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE.OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 29, 1992, IN BOOK 125 OF MAPS, AT PAGES 82 AND 83. Date: June 9, 1992 State of California SS. County of Butte OFFICIAL SEAL • MICHELLE A. MILLER NOTARY PUBLIC -CALIFORNIA PdncIffJ Ofte in BUTTE Co. My Com. Exp. OCT. 20,1905 • PROPERTY OWNERS: X MARY r OFFMAN On this the 9th day of June:.: , 19 92 , before me, the undersigned Notary Public, personally appeared Mary M. Hoffman Personally known to me. ® Proved to me on the basis of satisfactory evidence. to be the person(4) whose name M is subscribed to the within instrument and acknowledged that she executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. X27-110-27 Parcel 2 Notarys.Public - EN® OF DOCUMENT �� � � ._ �, �_� �6`�!� `, f `.QOM �n9 .t �!� , n '��ly ; r .. � ��_' (� �� F . NW ENGINEERED TO LAST A5942 9L I$O 9001 r Y crm Fled Fox urslcannu FANNICA'flll\' Butler Manufacturing Company 7440 Doe Avenue B07EN Visalia, CA 93279 Phone: (559) 651-5344 Fax: (559) 651-5370 June 19, 2000 Bob Parsons North Valley Ready Mix Chico, CA. To Whom It May Concern: 30x50x14 LRF 2:12 Jack Roffman Oroville, CA. BMC ORDER NO. 04-062714-1 BUILDER NO. 00-45 Please accept this letter as our certification that the Butler Mfg. Co. (an RISC Class MB Certified Fabricator) components of the subject building, when ordered in accordance with Butler standards; will be designed in accordance with the 1989 Edition of the RISC Specification for the Design, Fabrication and Erection of Structural Steel and the 1986,Edition of the AISI Specification for the Design of Cold -Formed Steel Structural Members. The basic loads of the subject building meet or exceed the County Climatic Data as published in the 1986 Edition of the MBMA Low Rise Building Systems Manual. Loads applied to the subject building are in accordance with the 1997 Edition of the Uniform Building Code. The subject building is designed to carry a basic roof live load of 20 pounds per square foot and a collateral load of 0.0 pounds per square foot in addition to the dead load of the structure. Components are designed for reduced roof live loads in accordance with Section 1607.5 AND 1607.6 of the Uniform Building Code. Roof live load for each component is based on the following schedule! Tributary Loaded Area (Sq. Ft.) Design Live Load (p.s.f.) 0 to 200 20 psf 200 to 600 16 psf Greater than 600 12 pef The building is designed for a basic Wind speed of 80 M.P.H., exposure factor "B" applied in accordance with Section 1615 of the Uniform Building Code. The building is designed for Seismic Zone 3 in accordance with Section 1626 of the Uniform Building Code and importance factor 1.0. Soil type SD. I Load combinations are in accordance with Section 1612.3.2 of the Uniform Building Code. These Butl'e'r Components, when properly erected on an adequate foundation in accordance with the erection drawings as supplied .and using the components as furnished, will meet the above loading requirements. The design of this building for Wind load assumes that doors not 'supplied by Butler are designed to sustain the same wind pressures and suctions a6 the walls in which they are installed. This certification does not cover field modification's or design of material not furnished by Butler Manufacturing Company: The design of this building will be performed in one or more of Butler Manufacturing Company's facilities located in Annville, PA', Birmingham, AI,; Burlington, ONT, Galesburg, IL, Kansas City; MO, Laurinburg, NC, San Marcos, Tx; and Visalia; CA: Components for this building will be produced in one or more of Butler Manufacturing Company,s facilities located in Annville, PA, Birmingham, AL; Galesburg, IL, Latdrinburg; NC, San Marcos, TX and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel Construction; Tally our OUTTE COUN ry BUILDING' DEPART _HV /)nald &OGo,. P.E. Project Engineer A P P R O u F D 3 3C CUSTOMER: JACK HOFFMAN LOCATION: OROVILLE, CA. BUILDER: NORTH VALLEY READY MIX BUILDING SIZE UNIT 1: 30X50X14 LRF 2:12 BMC ORDER NO.: 04-062714-1 BUILDER ORDER NO: 00-45 DESIGNER: DONALD 0. 0, P.E. DATE: 6/19/00 TABLE OF CONTENTS UNIT 1 DESIGN CRITERIA: D1 SPECIFICATIONS: 1 ROOF SECONDARIES: 5 WALL SECONDARIES: 15 ENDWALL STRUCTURALS: 19 LONGITUDINAL BRACING: 23 WALL PANEL: 25 ROOF PANEL: 26 FRAME DESIGN: F1 FRAME CONNECTIONS: S1 DATE: 06/19/00 D E S I G N C R I T E R I A R E P O R T PD1200DDC TIME: 09:04 AM PAGE D1 -------------------------------------------------------------------------------------7---------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04,-007790 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT)* (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" •50' 0" 14'. 4" 20 PSF 80 MPH UBC 97 2.000:12 (COLUMN SHAPE) . (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) ------------------------------------------------------------------------------------------------------------------------------------ LSW: TAPERED RSW: TAPERED LSW: HORIZONTAL RSW: HORIZONTAL LSW: 1 1/4" RSW: 1 1/4"' LSW: 9 1/2" RSW: '9 1/2" --------------------------------------------------------------------- 1. DESIGN SPECIFICATIONS 1.1 All structural mill sections or welded -up plate sections are designed in accordance with the 1989 edition of the AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 1.2 All cold -formed structural members are designed in accordance with the 1986 edition of the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL'STRUCTURAL MEMBERS. 1.3 All welding shall be done in accordance with the AMERICAN WELDING SOCIETY CODE FOR BUILDING CONSTRUCTION. 2. MATERIAL SPECIFICATIONS (Minimum Fy and Fu in ksi) Built-up Sections matl <=1" thick and <=12" wide .. Fy = 55. Built-up Sections matl >1" thick or >12" wide .. Fy = 50. Wide flange Sections (unless noted) Fy = 36. Cold -formed Members up to .120 thickness .......... Fy = 60. over .120 thickness .......... Fy = 55. Galvanized Material .......... Fy = 42. Brace Rods up to 3/4" diameter Fu = 80. over 3/4" diameter .................... Fu = 70.. Roof Cover BRII 26 Gage Fy = 80. Wall Cover SHWAL 26 Gage ................... Fy = 50. --------------------------------------------------------------------- The 1997 edition of the "Uniform Building Code" by the International Conference of Building Officials (ICBO). Terrain Cat/Wind Exp B Dead Load 2.4 + Frame Weight Roof Live Load • 20 psf Exposure of Roof Partial Exposed Rf Thermal Condition Normal Collateral Load 0 psf Wind Speed 80 mph Seismic Zone 3 Snow Importance Factor 1.000 Wind Importance Factor 1.000 Seismic Importance Factor 1.000 Min County Ground Snow 0 psf ,Building Use Category 4 (GENERAL USE) DATE: 06/19/00 D E S I G N C R I T E R I A R E P O R T PD120ODDC TIME: 09:04 AM PAGE 1>2 ----------------------------------------------------------------------------------------------------------------------------.-------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH). (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC .97 2.000:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) ------------------------------------------------------------------------------------------------------------------------------------ LSW: TAPERED RSW: TAPERED LSW: HORIZONTAL RSW: HORIZONTAL LSW:' 1 1/4" RSW: 1 1/4" LSW: 9 1/2" RSW: 9 1/211 ---------------------------------------------------------------------------------------------------------------------------------- ACTUAL DESIGN LOADS LIVE LOAD INTERMEDIATE FRAME ENDWALL STRUCTURALS ROOF STRUCTURALS 15.0 psf FRAMES: 1 16.0 psf FEW 20.0 psf BAYS: 1, 2 16.0 psf REW COLLATERAL LOAD INTERMEDIATE FRAME ENDWALL STRUCTURALS none none WIND SPEED ENDWALL SIDEWALL INTERMEDIATE FRAME STRUCTURALS STRUCTURALS 80.00 mph FRAMES: 1 80.00 mph FEW 80.00 mph RSW 80.00 mph REW 80.00 mph LSW ROOF STRUCTURALS none BRACING ROOF STRUCTURALS 80 mph 80.00 mph BAYS: 1, 2 WIND COEFFICIENT (* INDICATES OVERRIDE) PRESSURE SUCTION UPLIFT All girts 0.900 -0.900 B&P EW Roof Beams -1.100 "C" EW Posts 0.800 -0.700 Roof Structurals -1.000 Bracing 0.800 -0.500 ---------------------------------------------------------------------------------------------------------------------------------- DATE: 06/19/00 D E S I G N" D A T A R P O R T PD1200DSN TIME: 09:04 AM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 1 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia •, COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE)(WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" 14' 4"20 PSF 80 MPH UBC 97 2.000:12 1 DESCRIPTION 1.1 GENERAL The primary structural system consists of rigid frames designed as clear span or with interior columns as a modular rigid frame. The end frames consist of "C" Section simple beams and posts or an H -Section modular rigid frame. Purlins and eave struts spanning between the frames support the roof panels. The wall panels span from the base to the eave and may be supported at the intermediate points by girts spanning between the frames. 1.2 RIGID FRAMES The rigid frames consist of tapered or straight welded -up plate section exterior columns and roof beams with bolted splices. For modular frames, interior columns are straight sections. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.3 END FRAMES Endwall framing has two options: (1). Light gage "C" section members composed of endwall posts and endwall roof beams. The members are fabricated from 60 ksi minimum yield material except that material greater than 0.120" thick is 55 ksi minimum yield. (2) H -Section roof beams and posts designed as a modular rigid frame. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.4 SECONDARY FRAMING The secondary framing consists of purlins, girts, and eave struts cold -formed from 60 ksi minimum yield material. Purlins and girts are Z-shaped members and eave struts are C-shaped. 2 DESIGN SPECIFICATIONS All structural mill sections or welded -up plate sections are designed in accordance with the AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. All cold -formed structural members are designed in accordance with the AISI. SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. DATE: 06/19/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 09:04 AM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 2 ------------ ------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX -------------- BLDR ORDER --------------------------------------- # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP — Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION -------------------------------------------------------------- LRF 30' 0" 50' 0" =---------- 14' 4" =------------------------------- 20 PSF 80 MPH UBC 97 2.000:12 .--------------------------- 3 METHOD OF ANALYSIS 3.1 RIGID FRAMES The rigid frame is designed using the stiffness analysis method. The frame is designed with pinned connections at the column bases. Modular frames with interior columns are, designed with pinned connections at the column top. The indeterminate reaction analysis for this frame uses the energy method 'considering bending only. To account for the changing sections of the frame, summations are obtained by'dividing the frame into a number of individual sections and adding the frame coefficients of.these sections. 3.2 ENDWALL FRAMING Endwall framing has two options. Option 1 consists of light gage "C" section endwall roof beams designed as simple span, simple span with cantilever, or two span continuous supported by endwall posts designed as pinned end members. Option 2 consists of H -Section roof beams and posts designed as modular rigid,frames with or without endwall bracing. 3.2.1 Light Gage "C" Section Option 3.2.1.1 Endwall Posts Endwall posts will be designed as pinned end members (simple span) to resist the moment and shear caused by wind load from the tributary wall area; the axial load caused by the vertical forces (dead load, live load, uplift) from the tributary roof area; and the bending moment caused by the eccentricity of. the vertical forces (roof beam attached to the endwall post flange). All. roof and wall loads will be considered uniformly distributed. Except for the addition of the moment caused by the roof beam eccentricity, endwall posts will be -assumed to be loaded through the shear center. The posts will be considered adequately braced against torsional- f lexuraly buckling by the panels and girts. Girt locations will be considered inner and outer flange brace points. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.1.2 Endwall Roof Beams Endwall roof beams will be designed as simple span, simple span with cantilever, or two span continuous members. All connections will be considered to provide pinned end support. The roof beams will be designed to resist the shear and moment caused by the dead load, live load, and wind uplift applied to the tributary .roof area. The endwall panel weight (1.1 psf x eave height) will be deducted from the applied uplift load. The purlin clips will brace the top and bottom flange of all roof beams. Allowable moment capacity will be computed in accordance with the AISI Specification. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.2 H -Section Option The rigid frame endwall consists of straight welded -up plate section corner columns, endwall posts, and roof beams with bolted splices. The minimum yield of the steel used for flanges and webs is 55 ksi. Endwall posts are designed as pinned end members (simple span) to resist the moment and shear caused by the wind load on the endwall and axial load caused by the vertical forces from the roof. Some frames will also be designed with rod bracing attached at the base and top of the endwall post to act in conjunction with the rigid frame action of the frame to resist the force caused.by the wind load on the sidewalls. DATE: 06/19/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 09:04 AM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 3 --------------------------------------------------------------------=--------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04.-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 3.3 SECONDARY FRAMING 3.3.1 Purlins, Eave Struts,. And Girts Purlins and girts may be designed as simple span or continuous beams. Eave struts are designed as simple span beams. All members are designed' using the stiffness analysis method. The purlins and eave struts are designed for the shear.and moment caused by live load or uplift on the tributary roof area and the axial load caused by wind on the tributary endwall area. The girts are designed for the shear and moment caused by wind pressure or suction applied to the tributary wall area. All loads are assumed uniformly distributed, but tapered and concentrated loads can be input and considered in the design. The section is optimized for either allowable forces, moments, or live load deflection in accordance with the above listed specifications and procedures. 3.3.2 Roof Panels Panels will be designed as continuous span members. All live or snow loads and wind pressure or suction are assumed uniformly distributed. 3.3.3 Wall Panels Panels will be designed as simple span (no girts) or continuous span (with girts) members. The panels will be., designed assuming a uniformly distributed wind pressure or suction. Maximum panel spans will be developed in accordance with the above specifications and procedures. 3.4 WIND BRACING The standard wind bracing is provided by using brace rods. Alternate wall bracing can be provided by using portal frames, wind posts; or panel diaphragms. Brace rods will be designed as tension members in accordance with the applicable provisions of RISC. Rods 0.75 inch in diameter and.less will have a minimum 80 ksi ultimate tensile strength. Rods larger than 0.75 inch in diameter will have a minimum 70 ksi ultimate tensile.strength. Bracing design based on panel diaphragm action will require.a lineal footage of full height panels determined by eave height and wind loading. DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE -4 ------------- ORDER ----------------------------------------------------------------------------------------------------------------------- # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT = BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------- # 1 BLDG DESCRIPTION =--------------------- LRF 30' 0" 50' 0" --------------------------------------------------------- 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 ---------------------------- 3.4.1 Roof And Sidewall Bracing The standard wind bracing to be provided in all buildings is.a parallel chord Pratt truss in the roof and "X" diagonal rod members in the wall. The rod loads are computed by summing the windward and leeward endwall post reactions which act between the ridge of the building and the strut whose load the brace rod is transferring down the roof. If more than one braced bay exists, it is assumed that the accumulated. wind load is distributed equally to each braced bay. Hence the sum computed above is divided by the number of braced bays. The rod load is determined by dividing the strut load by the cosine of the angle between the strut and the brace rod. The braced bay sidewall reactions are the horizontal and vertical resolution of the load in the sidewall rods. 3.4.2 Endwall Bracing The endwall bracing for the "C" Section endwall will be designed to resist a concentrated load at the top of the corner, post equal to the wind load times the tributary sidewall.area. The endwall bracing for the H -Section endwall will be designed to act in conjunction with the rigid frame action of the frame to resist the forces caused by the wind load on the sidewalls. DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS LEFT SIDEWALL EAVE STRUTS PAGE 5 -------=----=----------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) .(SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 ------------------------------------------------------------=----------------------------------------------------------------------- SPANS AND UNIFORM LOADS( FT & PSF) -------------------------------------------------------- BAY ----------------------------------------------------- BAY SPAN LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +----------------------------------------------------------+ 1 19.50 2.00 1.4 0.0 20.0 0.0 0.0 2 29.50 2.00 1.4 0.0 20.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS +---------------------------------------------------------------------------------------------------------------+ BAY LOCATION/ NUMBER POSITION +- ------------------------------------------------------------------------------------------ --------------- - - - - -+ 1 10.50 TOP 2 14.00 TOP NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL -0.02 0.06 -0.02 -0.06 2 DL + WL (S) 0.00 0.00 0.00 0.00 SECTION PROPERTIES (ACTUAL FURNISHED PART)• ------------------------------------------- ----------------------------------- =------------------------- ---------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) -----+ 1 0540519 239-4 8.00 0.096 0.060 60.00 3.50 0.31 1.38 1.61 15.98 2.94 2 0540519 359-4 8.00 0.096 0.060 60.00 3..50 0.31 1.38 1.61 ,15.98 2.94 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS LEFT SIDEWALL EAVE STRUTS PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER.- NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-067-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME-- JACK.HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 ------------------------------------------------------------------------------------------------------------------------------------ DESIGN DATA SUMMARY +----------------------------------------------------------------------------------------------------------------------------------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ALTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1 0.0 0.4 10.3 0.044 1 9.7 26.3 132.6 0.00 35.60 0.198 1 9.7 0.1 26.3 0.039 1 1.3 33.1 2 29.5 -0.7 10.3 0.066 1 .14.7 60.1 132.6 0.00 35.60 . 0.453 - 1 14.7 -0.1 60.1 0.206 1 0.4 .31.4 NOTES:. XV ACTV ALLV CSRV XM ACTM ALLM ACTA ALLA CSRB XC ACTVC ACTMC CSRC LD ACT ALLOW = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF.CRITICAL SHEAR = CRITICAL SHEAR (KIPS) = ALLOWABLE SHEAR (KIPS) = COMBINED STRESS RATIO AT CRITICAL SHEAR = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT = CRITICAL MOMENT (IN -KIPS) = ALLOWABLE MOMENT (IN -KIPS) = ACTUAL AXIAL FORCE (KIPS) = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT = COMBINED STRESS RATIO AT CRITICAL'MOMENT (* indicates overstress condition) = DISTANCE (FEET) FROM LEFT SUPPORT TO'POINT OF CRITICAL COMBINED SHEAR AND BENDING = SHEAR (KIPS) AT COMBINED LOCATION = MOMENT (IN -KIPS) AT COMBINED LOCATION = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 06/19/00 END FORCES D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 - BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ---------------------------------------------------------------=-------------------------------------------------------------------- LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 SPANS AND UNIFORM LOADS( FT & PSF) +----------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +---.-------------------------------------------------------+ 1 19.50 2.00 1.4 0.0 20.0 0.0 '0.0 2 29.50 2.00 1.4 0.0 20.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS +-----------------=---------------------------------------------------------------------=-----------------------+ BAY LOCATION/ NUMBER POSITION +---------------------------------------------------------------------------------------------------------------+ . 1 10.50 TOP 2 14.00 TOP NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +----------------------=-------+-----------------------------------------+ 1 DL + LL -0.02 0.06 -0.02 -0.06 2 DL + WL (S) 0.00 0.00 0.00 0.00 SECTION PROPERTIES (ACTUAL FURNISHED PART) +-----------------------------------------------------------------------------------------=----------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +------------=-----------------------------------------------------------------------------------------=---------+ 1 0540519 239-4 8.00 0.096 0.060 60.00 3.50 0.31 1.38 • 1.61 15.98 2.94 2 0540519 359-4 8.00 0.096 0.060 60.00 3.50 0.31 1.38 1.61 15.98 2.94 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 06/19/00 D E S I.G N D A T A R E.P O R T PD120ODSN TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 ------------------------------------------------------------------------------------------------------------------------------------ DESIGN DATA SUMMARY ---------------------------------------------- -------------- ---------------------- =-------------------------------------------------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD . ACT ALLOW +--------------------------------------------------=-------------------------------------------------------------------------------+ 1 0.0 0.4 10.3 0.044 1 9.7 26.3 132.6 0.00 35.60 0.198 1 9.7 0.1 26.3 0.039 1 1.3. 33.1 2 29.5 -0.7 10.3 0.066 1 .14.7 60.1 132.6 0.00 35.60 0.453 1 14.7 -0.1 60.1 0.206 1 0.4 31.4 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED.STRESS RATIO AT CRITICAL MOMENT (* indicates -overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS).AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT --BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------------------------------------=----------------------- LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 SPANS AND UNIFORM LOADS (FT & PSF) -0.05 0.16 +-------------------------------------------------------------------------------------+ 2 BAY SPAN LOAD UNIFORM LOADS LAP PURLIN -0.06 NUMBER WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE +-------------------------------------------------------------------------------------+ 1 19.50 5.00 1.4 0.0 20.0 0.0 10.0 2.00 CONTINUOUS 2 29.50 5.00 1.4 0.0 20.0 0.0 10.0 2.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) END FORCES +------------------------------ -------------------- ----- - - - - -+ BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +-------------------=----------------------------------------+ MOMENT 1 19.50 4:50 1.4 0.0 20.0 0.0 11.1 2 29.50 4.50 1.4 0.0 20.0 0.0 11.1 PURLIN BRACE LOCATIONS +---------------------------------------------=-----------------------------------------------------------------+ BAY LOCATION/ NUMBER POSITION +-----------------=---------------------------------------------------------------------------------------------+ 1 10.50 TOP 2 14.00 TOP NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL -0.05 0.16 -0.05 -0.16 2 DL + WL (S) 0.02 -0.06 0.02 0.06 DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 10 --------------------------------------= ORDER # 062714 --------------------------------------------------------------------------------- BUILDER - NORTH VALLEY READY MIX' BLDR ORDER # 00-45 BLDR ACCOUNT # ------------ 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF -------------------------------------------------- 30' 0" 50' 0" m 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 PROPERTIES (ACTUAL FURNISHED PART) +------------------------------------ -------------------------------- -------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY • NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +------------------------------- - - - - - "-------------- --------------------------------- ---------------------- - - - - -+ 1 0530874 263-4 8.00 0.082 0.068 60.00 2.63 0.25 1.13 1.23 '11.95 2.51 2 0530874 383-4 8.00 0.082 0.082 60.00 2.63 0.25 1.13 1.23 11.95 2.51 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +--------------------------------------------------------=-------------------------------------------------------------------------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1' 17.5 -1.3 6.3 0.210 .1 17.5 -73.6 98.8 0.00 25.00 0.745 1 17.5 -1.3 -73.6 0.585 1 21.6 2 2.0 1.7 6.3 0.274 1 17.7 96.1 100.0 0.00 16.80 0.960 1 17.7 -0.2 96.1 0.923 1 8.9 NOTES: XV ACTV ALLV CSRV XM ACTM ALLM ACTA ALLA CSRB• XC ACTVC ACTMC CSRC LD ACT ALLOW = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR = CRITICAL SHEAR (KIPS) = ALLOWABLE SHEAR (KIPS) = COMBINED STRESS RATIO AT CRITICAL SHEAR = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT = CRITICAL MOMENT (IN -KIPS) = ALLOWABLE MOMENT (IN -KIPS) = ACTUAL AXIAL FORCE (KIPS) = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING = SHEAR (KIPS) AT COMBINED LOCATION = MOMENT (IN -KIPS) AT COMBINED LOCATION, = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 06/19/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 11 --=--------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-34577296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) .(SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 DESIGN DATA SUMMARY - WEB CRIPPLING +-------------------------------------------------------------------------------------+ BAY START **** WEB CRIPPLING **** .*****-COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP CSRBC LD ------ -------------------------------------------------------------.-------------------+ 1 S 0.6 1.6 0.385 1 -0.1 100.0 0.60 1.60 0.000 1 1 E 3.5 7.0 0:499 1 -107.8 200.1 3.50 7.00 0.758 1 2 S 3.5 7.0. 0.499 1 -107.8 200.1 3.50 7.00 0.758 1 2 E -1.3 1.6 0.835 1 0.0 100.0 -1.30 1.60 0.000 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC = COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT•(IN-KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 06/19/00 D E S I G N D A T A R E P O R T PD1200DSN, TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 12. ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE.# 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------------------------------------------------------ LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPHUBC 97 2.000:12 SPANS AND UNIFORM LOADS (FT & PSF) 0.02 0.06 +---------------------------------------------- ---------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP PURLIN NUMBER WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE +-------------------------------------------------------------------------------------+ 1 19.50 5.00 1.4 0.0 20.0 0.0 10.0 2.00 CONTINUOUS 2 29.50 5.00 1.4 0.0 20.0 0.0 10.0 2.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION.TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) -----------------+ BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------+ 1 19.50 4.50 1.4 0.0 20.0 0.0 11.1 2 29.50 4.50 1.4 0.0 20.0 0.0 11.1 PURLIN BRACE LOCATIONS ------------------------ -----=--------------------------+ BAY -- LOCATION/ NUMBER POSITION ---------------------=------------------ ------------------------------+ 1 10.50 TOP 2 14.00 TOP NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN -K) -----+ 1 DL + LL -0.05 0.16 -0.05 -0.16 2' DL + WL (S) 0.02 -0.06 0.02 0.06 DATE: 06/19/00 D E S I G N D A T A R E P.0 R T PD120ODSN TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 13 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) ----------------------------------------------------------- --------------- =-------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) ----------------------------------------------------------------------------------------------------------------+ 1 0530874 263-4 8.00 0.082 0.068 60.00 2.63 0.25 1.13 1.23 11.95 2.51 2 0530874 383-4 8.00 0.082 0.082 60.00 2.63 0.25 1.13 1.23 11.95 2.51 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +----------------------------------------------------------------------------------------------------------------------------- - - -- -+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1 17.5 -1.3 6.3 0.210 1 17.5 -73.6 98.8 0.00 25.00 0.745 1" 17.5 -1.3 -73.6 0.585 1 21.6 2 2.0 1.7 6.3 0.274 1 17.7 96.1 100.0 0.00 16.80 0.960 1 17.7 -0.2 96.1 0.923 '1 8.9 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT.(IN-KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB. = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING AC.TVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK . ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 14 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------------------------------------------------------------ LRF 30' 0" 50' 0" 14' .4" 20 PSF 80 MPH UBC 97 2.000:12 DESIGN DATA SUMMARY - WEB CRIPPLING +-------------------------------------------------------------------------------------+ BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP CSRBC LD +-------------------------------------------------------------------------------- - - - - -+ 1 S 0.6 1.6 0.385 1 -0.1 100.0 0.60 1.60 0.000 1 1 E 3.5 7.0 0.499 1 -107.8 200.1 3.50 7.00 0.758 1 2 S 3.5 7.0 0.499 1 -107.8 200.1 3.50 7.00 0.758 1 2 E -1.3 1.6 0.835 1 0.0 100.0 -1.30 1.60 0.000 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC = COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-03-01 SIDEWALL STRUCTURALS LEFT SIDEWALL Z-GIRTS PAGE 15 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------7----------------------------------------------------- LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 SPANS AND UNIFORM LOADS (FT & PSF) +----------------------------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP GIRT NUMBER WIDTH WPRESS WSUCT LEFT RIGHT TYPE -------------------------------------------------- =--------------------------+ 1 19.50 6.67 9.0 9.0 SIMPLE 2 29.50 6.67 9.0 9.0 SIMPLE GIRT BRACE LOCATIONS +------------------------------------ - -------+ BAY LOCATION/ NUMBER POSITION +--------------------------------------------+ 1 NO BRACES FOR THIS SECTION 2 7.38 14.75 22.13 INNER INNER INNER NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +-----------------=------------+ 1 WIND PRESSURE 2 WIND SUCTION GIRT LOCATIONS ----------------- =-------------------------------------------------------------------------------------------------------+ BAY GIRT NUMBER LOCATIONS +------------------------------------------------------------------------------------------------------------------------+ 1 7.50 2 7.50 DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-03-01 SIDEWALL STRUCTURALS LEFT SIDEWALL Z-GIRTS PAGE 16 ---------------------------------------------------------- -------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" ------=---------------------------------------------------------------- 14' 4" ------------------------------------------------------------- 20 PSF 80 MPH UBC 97 2.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) +-------------------------------------------------------------------------------------------=------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +--------------------------------------=-------------------------------=-----------------------------------------.-----+ 1 0550303 223-2 9.50 0.060 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1.98 2 0550303 343-2 9.50 0.060 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1.98 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +------------------------------------------------------------------------------------------------.-------------------------=---+ BAY ************ SHEAR ***+******** *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD XM ACTM ALLM CSRB LD XC ACTVC ACTMC CSRC LD +-----------------------------------------------------------------------------------=-----------------------------------------+ 1 0.0 0.6 2.7 0.216 1 9.7 -34.2 53.6 0.639 2 9.7 0.1 34.2 0.103 1 2 0.0 0.9 2.7 0.327 1 14.8 78.4 107.2 0.731 1 14.8 0.1 78.4 0.535 1 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN. -KIPS) ALLM = ALLOWABLE MOMENT (IN•. -KIPS) CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR AT COMBINED LOCATION ACTMC = MOMENT AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK DATE: 06/19/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 09:04 AM 1-03-01 SIDEWALL STRUCTURALS RIGHT SIDEWALL Z-GIRTS PAGE 17 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia. COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # .1 BLDG DESCRIPTION LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 ---------------------------------------------------------------------7-------------------------------------------------------------- SPANS AND UNIFORM LOADS (FT & PSF) +----------------------------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP GIRT NUMBER WIDTH WPRESS WSUCT LEFT RIGHT TYPE ------------- =---------------------------------------------------------------+ 1 19.50 6.67 9.0 9.0 SIMPLE 2 29.50 6.67 9.0 9.0 SIMPLE GIRT BRACE LOCATIONS . +------------------=-------------------------+ B.AY LOCATION/ NUMBER POSITION +--------------------------------------------+ 1 NO BRACES FOR THIS SECTION 2 7.38 14.75 22.13 INNER INNER INNER NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------.------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION GIRT LOCATIONS +--------------------------------------- -------------------------------------------------------------------------------- -+ BAY GIRT NUMBER LOCATIONS +------------------------------------------------------------------------------------------------------------- ------ - - - - -+ 1 7.50 2 7.50 DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-03-01 SIDEWALL STRUCTURALS -------------------=-------------------=------------------------------------------------------------- RIGHT SIDEWALL Z-GIRTS PAGE 18 ------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR - ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) • (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" ---------------------------------------------------------------------------------------------------------------------------------.--- 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) --------------------------- -------------- =-----------------------------------------------------------------------------+ •BAY PART LENGTH DEPTH • THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +--------------------------------------------------------------------------------------------------------------------+ 1 0550303 223-2 9.50 0.060 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1.98 2 0550303 343-2 9.,50 0.060 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1.98 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +------------------------------------------------------------------------------------------------------------------------ -- -- -+ BAY ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD XM ACTM ALLM CSRB LD XC ACTVC ACTMC CSRC LD +-------------------------------------------=---------------------------------------------------------------------------------+ 1 0.0 0.6 2.7 0.216 1 9.7 -34.2 53.6 0.639 2 9.7 0.1 34.2 0.103 1 2 0.0 0.9 2.7 0.327 1 14.8 78.4 107.2 0.731 1 14.8 0.1 78.4 0.535 1 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN. -KIPS) ALLM = ALLOWABLE MOMENT (IN. -KIPS) CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR AT COMBINED LOCATION ACTMC = MOMENT AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK DATE: 06/19/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 09:04 AM 1-04-01 ENDWALL STRUCTURALS FRONT ENDWALL Z-GIRTS PAGE 19 ---------------------------------------- -------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------------------------------------------------------------ LRF . 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 SPANS AND UNIFORM LOADS (FT & PSF) IY NUMBER NUMBER (IN) (IN) ---------------------------------------------------------- ---------- =--------+ (KSI) (IN) BAY SPAN LOAD UNIFORM LOADS LAP GIRT (IN**4) (IN**4) NUMBER WIDTH WPRESS WSUCT LEFT RIGHT TYPE +----------------------------------------------------------------------------+ 1 15.00 7.29 9.0 9.0 SIMPLE 0.060 60.00 2 15.00 7.29. 9.0 9.0 SIMPLE 1.00 13.47 GIRT BRACE LOCATIONS +--------------------------------------------+ BAY LOCATION/ NUMBER POSITION ----------------------------------------------- 1 NO BRACES FOR THIS SECTION 2 NO BRACES FOR THIS SECTION NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS ---------------------=---.------- NO DESCRIPTION. +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION GIRT LOCATIONS +------------------------------------------------------------------------=-----------------------------------------------+ BAY GIRT" NUMBER LOCATIONS --------------------- ------------------------------------------------------------------.----------------------------------+ 1 7.50 2 7.50 SECTION PROPERTIES (ACTUAL FURNISHED PART) +--------------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +------------------------------------------------------------------------------------------------------------=-------- 1 0550303 157-2 9.50 0.060 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1.98 2 0550303 157-2 9.50 0.060 0.060 60.00 2.75 0.25 1:06 1.00 13.47 1.98 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 06/19/00 D E S I G N D A A R E P O R T PD1200DSN TIME: 09:04 AM 1-04-01 ENDWALL STRUCTURALS FRONT ENDWALL,Z-GIRTS PAGE 20 ---------------------------------------------------------------------------------------------------------------=-------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP — Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT.# 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 -------------------------------------------- ---------------------------------------------------------------------------- DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +-----------------------------------------------------------------------------------------------------------------------------+ BAY ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD XM ACTM ALLM CSRB LD XC ACTVC ACTMC • CSRC LD +-----------------------------------------------------------------------------------------------------------------------------+ 1 x-0.0 0.5 2.7 0.182 1 7.5 -22.2 53.6 0.413 2 7.5 0.1 22.2 0.044 1 2 15.0 -0.5 .2.7 0.182 1 7.5 -22.2 53.6 0.413 2 7.5 0.1 22.2 0.044 1 NOTES: XV ACTV ALLV CSRV XM ACTM ALLM CSRB XC ACTVC ACTMC CSRC LD = DISTANCE (FEET) FROM LEFT SUPPORT TO.POINT OF CRITICAL SHEAR = CRITICAL SHEAR (KIPS) = ALLOWABLE SHEAR (KIPS) = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT = CRITICAL MOMENT (IN. -KIPS) = ALLOWABLE MOMENT (IN. -KIPS) = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING = SHEAR AT COMBINED LOCATION = MOMENT AT COMBINED LOCATION = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK DATE: 06/19/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 09:04 AM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL Z-GIRTS PAGE 21 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ----------------------------------------------7------------------------------------------------------------------------------------- LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 SPANS AND UNIFORM LOADS (FT & PSF) LIP AREA +------------------------------------------------------------ ----------------+ NUMBER BAY SPAN LOAD UNIFORM LOADS LAP GIRT (KSI) NUMBER WIDTH WPRESS WSUCT LEFT RIGHT TYPE (IN**2) +-------------------------------------------------------------- --------------+ ------------------------------------- =--------------------=----------------------------------------------------------+ 1 15.00 7.29 9.0 9.0 SIMPLE 2 15.00 7.29 9.0 9.0 SIMPLE 1 GIRT BRACE LOCATIONS ----------------------------------------------- BAY LOCATION/ NUMBER POSITION +--------------------------------------------+ 1 NO BRACES FOR THIS SECTION 2_ NO BRACES FOR THIS SECTION NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE' 2 WIND SUCTION GIRT LOCATIONS +------------------------------------------------------------------------------------------------------------------------+ BAY GIRT NUMBER LOCATIONS ------------------ ---------------------------------------------------------------------- =--------------------------------+ 1 7.50 2 7.50 SECTION PROPERTIES (ACTUAL FURNISHED PART) +------------------------------------------------------------------------_---------------------------------------------- ------------------------------------------ +BAY BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN* *A) (IN**4) ------------------------------------- =--------------------=----------------------------------------------------------+ 1 0550303 157-2 9.50 0.060 0.060 60.00 2.75 0.25 . 1.06 1.00 13.47 1.98 2 0550303 157-2 9.50 .0..060 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1.98 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 06/19/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 09:04 AM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL Z-GIRTS PAGE 22 -------------------------------------------------- ---------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) .(WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF . 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 ------------------------------------------------------------------------------------------------------------------------------ ------ DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +-----------------------------------------------------------------------------------------------------------------------------+ BAY ************ SHEAR ***+**+***** *+********* BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD XM ACTM ALLM CSRB LD XC ACTVC ACTMC CSRC LD +-----------------------------------------------------------------------------------------------------------------------------+ 1 0.0 0.5 2.7 0.182 1 7.5 -22.2 53.6 0.413 2 7.5 0.1 22.2 0.044 1 2 15.0 -0.5 2.7 0.182 1 7.5 -22.2 53.6 0.413 2 7.5 0.1 22.2 0.044 1 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN. -KIPS) ALLM = ALLOWABLE MOMENT (IN. -KIPS)' CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR AT COMBINED LOCATION ACTMC = MOMENT AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK DATE: 06/19/00 BAY D E S I G N D A T A R E P O R T PD1200DSN TIME: 09:04 AM .1-05-01 LONGITUDINAL BRACING ROOF BRACING PAGE 23 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 • BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 . 2.000:12 ROOF BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE BRACING SECTIONS STARTING WITH THE LEFT SIDEWALL STRUCTURE LINE AND THE FIRST BRACED BAY FROM THE FRONT ENDWALL. ANY DIRECTIONS INDICATED ASSUME YOU ARE LOOKING AT A PLAN VIEW OF THE ROOF BRACING WITH THE FRONT. ENDWALL AT THE BOTTOM OF THE DRAWING. +------+-----+--------+-------+-------+--------+----------+------------+ ROD BAY DIST BAY ROD ROD CONNECTION PART DIR- NUM FROM LEN LOAD DIA DET NUMBER ECTION FROM EAVE FEW (FT) (FT) (KIPS) (IN) LEFTIRIGHT +------+-----+--------+-------+-------+--------+----+-----+------------+ ! / ! 1 1 0.00 1 20.00 1 1.04 1 0.5000 1B0011B00l 1 544047 1 ! \ ! 1 1 0.00 1 20.00 1 1.04 l 0.5000 1BOO11B00l ! 544047 1 ! / 1 1 1 15.00 1 20.00 1 1.04 l 0.5000 1B0011B00l 1 544047 1 ! \ ! 1 1 15.00 1 20.00 1 1.04 1 0.5000 1B0011B00l ! 544047 ! +------+-----+--------+-------+-------+--------+----+-----+------------+ DATE: 06/19/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 09:04 AM 1-05-01 LONGITUDINAL BRACING WALL BRACING PAGE 24 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 �PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 50' 0" 14' 4" 20 PSF 80 MPH UBC 97 2.000:12 LEFT SIDEWALL BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE SIDEWALL BRACE RODS STARTING WITH THE FIRST BRACED BAY FROM THE FRONT ENDWALL. THE ROD DIR. INDICATES THE ROD DIRECTION AS VIEWED FROM THE OUTSIDE. THE ROD DIR HAS 3 VALUES WHICH MAY BE X , \ , OR / . +------+-----+-------+-------+-------+--------+----------------+------------+-------------+-------------+ ROD BAY BAY BR NOM ROD ROD CONNECTION PART REACTIONS REACTIONS DIR-. NUM SIZE EA LOAD DIA DET NUMBER HORIZI VERT HORIZI VERT ECTION FROM HT ANCH (WIND) (SEISMIC) .. FEW (FT) (FT) (KIPS) (IN) BASET TOP (BOLT l(KIPS)I(KIPS)I(KIPS)I(KIPS) (KIPS)I(KIPS) (KIPS)I(KIPS) +------+-----+-------+-------+---------------------+-----+-----+------------+------+--------------7-----+ 1 / ! 1 1 20.00 1 14.33 1 1.81 1 0.5000 1B0011 B0011 N/R 1 0544047 ! 1.541 0.971 0.911 0.581 1 \ 1 1 1 20.00 1 14.33 ! 1.81 1 0.5000 1B0011 B00l! N/R I \ I 1 l 20.00 1 14.33 l 1.81 1 0.5000 1B0011 B0011 N/R 1 0544047 1 1.541 .0.971 0.911 0..581 ! / 1 1 1 20.00 1 14.33 1 1.81 l 0.5000 1B0011 B0011 N/R ! 0544047 1 1.54! 0.971 0.911 0.581 +------+-------------+---------------+-----------.--+-----+-----+------------+------+------+-=----+------+ RIGHT SIDEWALL BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE SIDEWALL BRACE RODS STARTING WITH THE FIRST BRACED BAY FROM THE FRONT ENDWALL. THE ROD DIR. INDICATES THE ROD DIRECTION AS VIEWED FROM THE OUTSIDE. THE ROD DIR HAS 3 VALUES WHICH MAY BE X , \ ,'OR / . +------+-----+---------------+-------+--------+----------------+--------------------------+-------------+ ROD BAY BAY BR NOM ROD ROD CONNECTION PART REACTIONS REACTIONS DIR- NUM SIZE EAVE LOAD DIA DET NUMBER HORIZI VERT HORIZI VERT ECTION FROM HT ANCH (WIND) I (SEISMIC) .. FEW (FT) (FT) (KIPS) (IN) BASET TOP (BOLT l(KIPS)I(KIPS)I(KIPS)I(KIPS) +------+-----+---------------+-------+-------------+-----+-----+------------+------+------+------+------+ 1 / ! 1 1 20.00 1 14.33 1 1.81 1 0.5000 1B0011 B0011 N/R 1 0544047 ! 1.541 0.971 0.911 0.581 1 \ 1 1 1 20.00 1 14.33 ! 1.81 1 0.5000 1B0011 B00l! N/R ! 0544047 ! 1.54! 0.971 0.91! 0.581 -------------+-------+-------+-=-----+--------+----------+-----+------------+---------------------------- ShadowalITM Wall System - Panel PANEL DESIGN DATA calculated section properties for ShadowallTm wall panel materials use the 1996 edition of AISI design manual. It is important to note that the design data reflects the allowable values of the panel alone. Outside 'ra;;e ' ! f I ! 1-7/10 12' C ---r 2' 35, Section Through Panel Section Properties for One root of Width ane esi n Y I eignt I om in., on utsioe ompression_ ns� Material hickness (in.l (ksi) I(ksi (ISq. ff.)' x in.� �0 2. teel . i i rum i in. ) x in. in. Huowawe Unitorm oa (pst) ane o. 11 I pan = �. japan = /. Material I Spans pan = I I I I 26 Ga. Steel D/ 124 Ga. Steel i /j i -- i .S, i i L� o Legend P =Pressure on Outside face; do S = Suction on Outside face• Values shown have been increased 1.> Allowable as allowed by section „5 1 3 of the 1996 AlSI Specification. uniform load values are tested in accordance with Section r of the 1996 sdition of the AIS, design manual. Refer t0 file technical screening information for additional details. Butlerib® II Roof System - Panels PANEL DESIGN DATA Calulated sectional properties for Butlen5DI.I roof system panel materials using 1966 edition of AISI design manual with 1969 Addendum and representative center section. 36" 12" i 12" —I 4112 3" i 412" I 412" i 3" . 412" I 412" 3" 412" I I I I Outside Face I I I Section Throuah Panel Section Properties for One Foot of Width . -S = Suction on Outside Tace; The above values are computed for the panel only in accordance with.1966 AISI. Suction values shown have been increased 1.33 as allowed by section A4.4 of the 1966 AISI Specification with 1989 Addendum. All values shown are for continuous conditions of spans areater than 2. Weight of panel has been deducted from "P" values and. added to "S" values. Pressure values must be limited to 160 psf as this can exceed normal system capacity. The suction values shown in the above allowable load table do not take into account panel deformation and fastener pullout. FINAL FRAME DESIGN - CONTENTS DATE: 06/19/00 CADDS TIME: 09:02 AM- --------------------------------------------------------------------------------------------------------- ------------------- F ------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX- BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ----------------------------------------------------------=------------------------------------------------------------------------ BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) =----- (CODE/YEAR) (SLOPE) (UNIT) ------ (FRAMELINES) ------------ PAGE NO. -------- DESIGN FRAME # ------ -------------- 1 EWDS 30'-0" 14',-4" ------ 16 PSF 80 MPH ------------ UBC 97 ------- 2.00 TO 12 1 FEW,REW F 1 DESIGN FRAME # 2 LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.00 TO 12 1 2 F 23 F R A M E D E S I G N - G E N E R A L I N F O R M A T I O N DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 2 --- --------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT #• 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 LEFT SIDE RIGHT SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES EAVE HEIGHT = 14.009 FT. 14.009 FT. 1 TO 2 = 15.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME HEIGHT = 13.333 FT. 13.333 FT. COL. CLEAR HT. = 12.509 FT. 12.509 FT. CMX = 0.850 SLOPE (P/12.) = 2.000 2.000 CMX(stepped column/no wind) = 0.950 SW R -BEAM OFFSET = 0.125 IN. 0.125 IN. CMY(pinried in minor axis) = 0.600 DIST. TO RIDGE = 15.000 FT. 15.000 FT. CmY(fixed in minor axis) = 0.400 COLUMN OFFSET = 1.000 IN. 1.000 IN. GIRT DEPTH = 9.500 IN. 9.500 IN. ENDWALL PURLIN DEPTH = 8.000 IN. 8.000 IN. FRAME OFFSET = 6.000 IN. (PURLIN UNINSULATED) POST OFFSET = 1.000 IN. --------------------- JOINT DATA --------------------- ----- '-------------------------- MEMBER DATA ----------- ------------------ JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE K VALUES NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 0.578 0.000 1 1 0 1 0 1 1- 2 0 0 1.50 1.00 2 0.578 12.928 0 0 0 1 0 2 2- 3 0 0 0.75 1.00 3 15.000 14.923 0 0 0 1 0 3 4- 3 Rotated 0 1 1.00 1.00 4 15.000 0.000 1 1 0 1 0 4 5- 3 0 0 0.75 1.00 5 29.422 12.928 0 0 0 1 0 5 6- 5 0 0 1.50 1.00 6 29.422 0.000 1 1 0 1 0 ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) F R A M E D E S I G N - S E C O N D A R Y / B R A C E L.0 C A T I O N S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 3 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" ----------------------------------------------------------------------------------------------------------------------------------- 16 PSF 80 MPH UBC 97 2.000 TO 12 DIST - Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. No support ID - B Base, G Girt, P Purlin, E Eave strut, 0 Other, 0 FL Outside flange only braced L Landmark 2000 truss purlin. O-IF Outside and Inside flange braced MAJOR - Major axis brace point indicator. ( YES or NO ) O-SF Outside braced and inside Single flange brace NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange.. COLUMN 1- 2 BRACE COLUMN 4- 3 BRACE COLUMN 6- 5 BRACE ROOFBEAM 2- 3 BRACE DIST ID BRACE MAJOR FORCE DIST ID BRACE MAJOR FORCE DIST ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE 0.00 B O-IF YES 0.00 B O-IF YES 0.00 B O-IF YES 0.00 0.00 E O FL 7.50 G O-IF NO 7.50 G O-IF NO 7.50 G O-IF YES 4.00 4.00 P O-SF 12.51 0 O-IF YES 14.01 0 O-IF YES 12.51 0 O-IF YES 9.00 9.00 P O FL 14.01 E O-IF NO 16.51 E NO 14.01 E O-IF NO 14.00 14.00. P O-SF ROOFBEAM 5- 3 BRACE DIST ACCUM ID BRACE FORCE 0.00 0.00 E 0 FL 4.00 4.00 P O-SF 9.00 9.00 P 0 FL 14.00 14.00 P O-SF FRAME CONSTRAINTS - SPLICE LOCATION RESTRICTIONS LOCATION - Distance is referenced from previous location #. FLOOR LINE OFFSET. - Distance from bottom of restriction WIDTH/HEIGHT - Clear opening size, used to locate posts to baseline reference of frame and perform the frame profile interference check. UNIT #1 - FEW - LOCATIONS FROM LEFT TO RIGHT (Normal) LOC RESTR. FLOOR LINE # TYPE LOCATION WIDTH/HEIGHT OFFSET DESCR. 1 Door 8.00 10.00 x 8.00 0.00 Ovrhd door GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. . The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal •), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of. the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member'. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured. from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is. counter clockwise about the X axis ( near side rotating down ). F R A M E D E S I G N - C O N V E N T I O N S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 4 ---------------------------------------------------------------------------=------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF • 80 MPH UBC 97 2.000 TO 12 GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. . The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal •), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of. the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member'. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured. from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is. counter clockwise about the X axis ( near side rotating down ). BUILDING USE AND LOCATION F R A M E D E S I G N - L 0 A D S U M M A R Y DATE: 06/19/00 USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP CADDS TIME: 09:02 AM BUILDING CODE = UBC - 1997 PAGE:F 5 -------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX ---------------------------------------------- BLDR ORDER # 00-45 ----------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" --------------------- ------------------------------------------------------------------------------------------------------------- 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 GENERAL BUILDING INFORMATION DESIGN BAY = 15.250 FT. TOTAL BUILDING LENGTH = 50.000 FT. PANELS TYPE DESCRIPTION WEIGHT LEFT SIDEWALL SHWAL 26STL 1.12 PSF ROOF BRII 26STL 2.37 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) RIGHT SIDEWALL SHWAL 26STL 1.12 PSF ENDWALL SHWAL 26STL 1.12 PSF- BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE (INLAND) USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = B APPLIED LOADINGS BUILDING CODE = UBC - 1997 DEAD LOAD (DL ) = 2.370 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 16.000 PSF Roof Exposure Thermal Condition COEFFICIENTS LEFT ROOF RIGHT ROOF = Partially Exposed Roof = Normal TRIBUTARY LOAD FACTOR 100.00$ 100.00% MIN COUNTY GROUND SNOW LOAD MIN County Rain on Snow LOAD NET ROOF LOAD COEFF (PSF) 1.00 16.00 1.00 16.00 = 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR 0.0 PSF UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 16.000 PSF COEFFICIENTS LEFT ROOF RIGHT ROOF WIND LOADS WIND LOAD LEFT WIND LOAD RIGHT WIND UPLIFT WIND LOAD CASE WIND ENCLOSURE COEFFICIENTS TRIBUTARY LOAD FACTOR 100.00% 100.00% = 80.000 MPH (.10.006-PSF) = 80.000 MPH ( 10.006 PSF) = 80.000 MPH ( 10.006 PSF) = 1 = ENCLOSED F R A M E D E S I G N - L O A D S U M M A R Y LEFT ROOF -0.900(SUCTION ) DATE: 06/19/00 -0.700(SUCTION ) RIGHT SIDEWALL -0.500(SUCTION ) ENDWALL WIND PRESURE CADDS TIME: 09:02 AM -0.700(SUCTION ) ROOF -0.700(SUCTION ) ENDWALL 0.800(PRESSURE) SIDEWALL CANOPY/OVERHANG PAGE:F 6 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80' MPH UBC 97 2.000 TO 12 UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 16.000 PSF COEFFICIENTS LEFT ROOF RIGHT ROOF WIND LOADS WIND LOAD LEFT WIND LOAD RIGHT WIND UPLIFT WIND LOAD CASE WIND ENCLOSURE COEFFICIENTS TRIBUTARY LOAD FACTOR 100.00% 100.00% = 80.000 MPH (.10.006-PSF) = 80.000 MPH ( 10.006 PSF) = 80.000 MPH ( 10.006 PSF) = 1 = ENCLOSED LOAD NET ROOF LOAD COEFF (PSF) 1.00 16:00 1.00 16.00 MIN COUNTY WIND SPEED = 76 MPH INCLUDES 1.00 IMPORTANCE FACTOR WIND FROM RIGHT (WLR) -0.500 (SUCTION ) -0.700(SUCTION ) -0.900(SUCTION ) 0.800(PRESSURE) ENDWALL WIND SUCTION (EWS) -0.700(SUCTION ) -0.700(SUCTION ) -0.700(SUCTION ) -1.200(SUCTION ) -0.700(SUCTION ) INTERNAL PRESSURE (IP ) 0.000 1.200(PRESSURE) 0.000 0.000 INTERNAL SUCTION (IS ) 0.000 0.000 1.200(PRESSURE) 0.000 WIND FROM LEFT (WLL) LEFT SIDEWALL 0.800(PRESSURE)• LEFT ROOF -0.900(SUCTION ) RIGHT ROOF -0.700(SUCTION ) RIGHT SIDEWALL -0.500(SUCTION ) ENDWALL WIND PRESURE (EWP) SIDEWALLS -0.700(SUCTION ) ROOF -0.700(SUCTION ) ENDWALL 0.800(PRESSURE) SIDEWALL CANOPY/OVERHANG -1.200(SUCTION ) ENDWALL CANOPY/OVERHANG -1.200(SUCTION ) LOAD NET ROOF LOAD COEFF (PSF) 1.00 16:00 1.00 16.00 MIN COUNTY WIND SPEED = 76 MPH INCLUDES 1.00 IMPORTANCE FACTOR WIND FROM RIGHT (WLR) -0.500 (SUCTION ) -0.700(SUCTION ) -0.900(SUCTION ) 0.800(PRESSURE) ENDWALL WIND SUCTION (EWS) -0.700(SUCTION ) -0.700(SUCTION ) -0.700(SUCTION ) -1.200(SUCTION ) -0.700(SUCTION ) INTERNAL PRESSURE (IP ) 0.000 1.200(PRESSURE) 0.000 0.000 INTERNAL SUCTION (IS ) 0.000 0.000 1.200(PRESSURE) 0.000 F R A M E D E S I G N - L O A D S U M M A R Y DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 7 ----------------------------------------------7------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" ----------------------------------------------------------------------------------=------------------------------------- 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 ----------- SEISMIC LOADS (EQ ) PERCENT SNOW LOAD. = 0.000w Seismic W - LEFT ROOF = 4.370 PSF Seismic W - RIGHT ROOF = 4.370 PSF SEISMIC ZONE = 3 R FACTOR = 4.500 MIN CTY SEISMIC ZONE = 3 I FACTOR = 1.000 Na LATERAL FACTOR = 1.000 STORY DRIFT LIMIT = 0.025 SOIL PROFILE = D OMEGAO DEFLECT AMPLIF FACTOR = 2.800 Nv FACTOR = 1.000 Ct FACTOR = 0.035 T FACTOR = 0.244 Ca FACTOR = 0.360 Cv FACTOR = 0.540 p FACTOR = 1.000 NET SEISMIC FACTOR = 0.200 F R A M E D E S I G N - L.O A D C O M B I N A T I O N S DATE: 06/19/00 CADDS PAGE:F 8 TIME: 09:02 AM ------------------------------ ORDER # 062714 BUILDER -------------------------7----------------------------------------------------------- NORTH VALLEY READY MIX BLDR ORDER #'00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 --------------------------------------------------------------------------------.----------------------------------------- DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + LL 1.000 N N N Std Des 100.00 DL 100.00 LL 2 DL + WLL 1.333 N N N Std Des 100.00 DL 100.00 WLL 3 DL + WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 4 DL + EQL/1.4 1.333 N N N Std Des 100.00 DL 72.00 EQ 5 DL + EQR/1.4 1.333 N N. N Std Des 100.00 DL -72.00 EQ 6 PDL+0.70PL+2.80EQL 1.700 Y N N Axial C 100.00 DL 70.00 LL 200.00 EQ 7 PDL+0.70PL+2.80EQR 1.700 Y N N Axial C 100.00 DL 70.00 LL -200.00 EQ 8 0.85PDL + 2.80EQL 1.700 Y N N Axial T 85.00 DL 200.00 EQ 9 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -200.00 EQ 10 DL +2.80EQL 1.700 Y N N Conns 100.00 DL 200.00 EQ 11 DL +2.80EQR 1.700 Y N N Conns 100.00 DL -200.00 EQ 12 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP 13 DL + EWS 1.333 N N N Std Des 100.00 DL 100.00 EWS 14 DL + WLL - IP 1.333 N N N Std Des. 100.00 DL 100.00 WLL -100.00 IP 15 DL + WLR - IS 1.333 N N N Std Des 100.00 DL 100.00 WLR -100.00 IS LOAD CASE (DL ) DEAD LOAD LOAD F RAM E D E S I G N - A P P L I E D L 0 A D S DATE: 06/19/00 DIRECTION/ LABEL NO (START -END) CADDS TIME: 09x02 AM ----------------------------------------------------------------------------------------------------------------------------------- FT X Y Z PAGE:F 9 ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 0.00 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 4 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) -0.036 DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------=------------------------------------------------ # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS, LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION DL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.036 K/FT 0.000 K/FT DL 4 5 - 3 UNIF 15.00 30.00 0.000 K/FT -0.036 K/FT 0.000 K/FT LOAD CASE (LL ) LIVE LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION LL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.244 K/FT 0.000 K/FT LL 4 5 - 3 UNIF 15.00 30.00 0.000 K/FT -0.244 K/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLL 1 1 - 2 UNIF. 0.00 14.01 0.122 K/FT 0.000 K/FT 0.000 K/FT WLL 2 2 - 3 UNIF 0.00 15.00 -0.137 K/FT 0.137 K/FT 0.000 K/FT WLL 4 5 - 3 UNIF 15.00 30.00 0.107 K/FT 0.107 K/FT 0.000 K/FT WLL 5 6 - 5 UNIF 0.00 14.01 0.076 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLR 1 1 - 2 UNIF 0.00 14.01 -0.076 K/FT 0.000 K/FT 0.000 K/FT WLR 2 2 - 3 UNIF 0.00 15.00 -0.107 K/FT 0.107 K/FT 0.000 K/FT WLR 4 5 - 3 UNIF 15.00 30.00 0.137 K/FT 0.137 K/FT 0.000 K/FT WLR 5 6 - 5 UNIF 0.00 14.01 -0.122 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (IP ) WIND INT PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION IP 2 2 - 3 UNIF 0.00 15.00 -0.183 K/FT 0.183 K/FT 0.000 K/FT LOAD CASE (IS ) WIND INT SUCTION LOAD F R A M E D E S I G N - A P P L I E D L 0 A D S DATE: 06/19/00 DIRECTION/ LABEL NO CADDS TIME: 09:02 AM FT FT X Y PAGE:F 10 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 4 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 0.000 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 LOAD CASE (IS ) WIND INT SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION IS 4 5 - 3 UNIF 15.00 30.00 0.183 K/FT 0.183 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EQ 1 1 - 2 UNIF 0.00 14.01 0.003 K/FT 0.000 K/FT 0.000 K/FT EQ 2 2 - 3 CONC 0.00 0.200 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 4 5 - 3 CONC 30.00 0.200 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 5 6 - 5 UNIF 0.00 • 14.01 0.003 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (SLL) MIN SNOW LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y "Z LOCATION SLL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.244 K/FT 0.000 K/FT LOAD CASE (SLR) MIN SNOW LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION SLR 4 5 - 3 UNIF 15.00 30.00 0.000 K/FT -0.244 K/FT 0.000 K/FT LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS _ DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWP 1 1 - 2 UNIF 0.00 14.01 -0.107 K/FT 0.000 K/FT 0.000 K/FT EWP 2 2 - 3 UNIF 0.00 15.00 -0.107 K/FT 0.107 K/FT 0.000 K/FT EWP 3 4 - 3 UNIF 0.00 16.51 0.000 K/FT 0.000 K/FT -0.120 K/FT EWP 4 5 - 3 UNIF 15.00 30.00 -0.107 K/FT 0.107 K/FT 0.000 K/FT EWP' 5 6 - 5 UNIF 0.00 14.01, 0.107 K/FT 0.000 K/FT 0.000 K/FT F R A M E D E S I G N - A P P L I E D L 0 A D S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 11 ---------------------------------------------------------------------------------.-------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWS 1 1 - 2 UNIF 0.00 14.01 -0.107 K/FT 0.000 K/FT 0.000 K/FT' EWS 2 2 - 3 UNIF 0.00 15.00 -0.107 K/FT 0.107 K/FT 0.000 K/FT EWS 3 4 - 3 UNIF 0.00 16.51 0.000 K/FT 0.000 K/FT 0.105 K/FT EWS 4 5 - 3 UNIF 15.00 ' 30.00 0.107 K/FT 0.107 K/FT 0.000 K/FT EWS 5 6 - 5 UNIF 0.00 14.01 0.107 K/FT 0.000 K/FT 0.000 K/FT MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 . 4 MEMBER NO. SECTION NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 2 6 7 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 1 1 DIST (FT) 0.00 3.75 7.50 12.50 2 1 2 DIST (FT) 0.91 4.00 9.00 9.99 10.01 14.00 14.85 3 1 DIST (FT) 0.00 3.75 7.50 10.75 14.01 JOINTS 1 - 2 OUTER FLANGE DEPTH F R A M E D E S I G N - S E C T I O N P R O P E R T I E S 11.88 3.26 DATE: 06/19/00 3.26 11.88 3.26 12.01 3.28 19.87 CADDS TIME: 09:02 AM 4.42 H/T LUBO (IN4) (IN4) (IN) PAGE:F 12 --------------------------------------------------7-------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 (IN) BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 12.63 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 1.29 DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 7.50 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 . 4 MEMBER NO. SECTION NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 2 6 7 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 1 1 DIST (FT) 0.00 3.75 7.50 12.50 2 1 2 DIST (FT) 0.91 4.00 9.00 9.99 10.01 14.00 14.85 3 1 DIST (FT) 0.00 3.75 7.50 10.75 14.01 JOINTS 1 - 2 OUTER FLANGE DEPTH AREA (IN) (IN2) 11.88 3.26 11.88 3.26 11.88 3.26 11.88 3.26 JOINTS 2 - 3 OUTER FLANGE OUTER FLANGE DEPTH AREA (IN) (IN2) 11.88 3.26 11.88 3.26 11.88 3.26 11.88 3.26 12.01 3.28 19.87 4.22 21.55 4.42 JOINTS 4 - 3 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 7.88 2.78 7.88 2.78 7.88 2.78 7.88 2.78 7.88 2.78 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 7.50 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 7.50 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 7.50 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 5.01 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) 79.42 3.92 1.29 1.29 5.54 1.10 1.29 1.29 12.63 12.63 95.83 4.04 79.42 3.92 1.29 1.29 5.54 1.10 1.29 1.28 12.63 14.36 95.83 5.05 79.42 3.92 1.29 1.29 5.54 1.10 1.29 1.28 12.63 14.36 95.83 5.05 79.42 3.92 1.29 1.29 5.54 1.04 1.26 1.28 16.09 14.36 95.83 5.05 81.44 3.92 1.29 1.29 5.54 1.04 1.26 1.28 16.09 14.36 .96.95 5.05 256.14 3.92 1.21 1.21 5.54 1.04 1.26 1.28 16.09 14.36 162.44 5.05 309.29 3.92 1.20 1.20 5.54 0.95 1.21 1.21 22.03 22.03 176.42 1.72 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T. LUBO (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) 32.00 3.92 1.34 1.34 3.39 1.19 1.34 1.34 8.38 8.38 62.50 7.50 32.00 3.92 1.34 1.34 3.39 1.19 1.34 1.34 8.38 8.38 62.50 7.50 32.00 3.92 1.34 1.34 3.39 1.19 1.34 1.34 8.38 8.38 62.50 7.50 32.00 3.92 1.34 1.34 3.39 1.19 1.34 1.34 8.38 8.38 62.50 6.51 32.00 3.92 1.34 1.34 3.39 1.19 1.34 1.34 8.38 8.38 62.50 6.51 LUBI (FT) 7.50 7.50 7.50 5.01 LUBI (FT) 3.12 10.10 10.10 10.10 10.10 10.10 1.72 LUBI (FT) 7.50 7.50 7.50 6.51 6.51. NO. SECTION NO. SECTION NO. ANAL -SEC PTS. NO. 1 1 2 3 4 5 2 6 7 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 4 1 2 DIST (FT) 0.91 4.00 9.00 9.99 10.01 14.00 14.85 5 1 DIST (FT) .0.00 3.75 7.50 12.50 JOINTS 5 - 3 OUTER FLANGE OUTER FLANGE DEPTH AREA (IN) (IN2) 11.88 3.26 11-.88 3.26 11.88 3.26 11.88 3.26 12.01 3.28 19.87 4.22 21.55 4.42 JOINTS 6 - 5 OUTER FLANGE DEPTH AREA (IN) (IN2) 11.88 3.26 11.88 3.26 DATE: 06/19/00 3.26 11.88 3.26 INNER FLANGE = 5.000 X.0.188 IX CADDS TIME: 09:02 AM RTI WRX WRY WRTO WRTI WDAFO PAGE:F 13 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 (IN) BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 1.29 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 95.83 DESIGN SYSTEM FRAME -------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 14'-4" ------------------------- 16 PSF 80 MPH UBC 97 2.000 TO 12 1.28 NO. SECTION NO. SECTION NO. ANAL -SEC PTS. NO. 1 1 2 3 4 5 2 6 7 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 4 1 2 DIST (FT) 0.91 4.00 9.00 9.99 10.01 14.00 14.85 5 1 DIST (FT) .0.00 3.75 7.50 12.50 JOINTS 5 - 3 OUTER FLANGE OUTER FLANGE DEPTH AREA (IN) (IN2) 11.88 3.26 11-.88 3.26 11.88 3.26 11.88 3.26 12.01 3.28 19.87 4.22 21.55 4.42 JOINTS 6 - 5 OUTER FLANGE DEPTH AREA (IN) (IN2) 11.88 3.26 11.88 3.26 11.88 3.26 11.88 3.26 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 5.000 X 0:188 WEB = 0.120 INNER FLANGE = 5.000 X.0.188 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 79.42 3.92 1.29 1.29 5.54 1.10 1.29 1.29 12.63 12.63 95.83 79.42 3.92 1.29 1.29 5.54 1.10 1.29 1.28 12.63 14.36 95.83 79.42 3.92 1.29 1.29 5.54 1.10 1.29 1.28 12.63 14.36 95.83 79.42 3.92 1.29 1.29 5.54 1.04 1.26 1.28 16.09 14.36 95.83 81.44 3.92 1.29 1.29 5.54 1.04 1.26 1.28 16.09 14.36 96.95 256.14 3.92 1.21 1.21 5.54 1.04 1.26 1.28 16.09 14..36 162.44 309.29 3.92 1.20 1.20 5.54 0.95 1.21 1.21 22.03 22.03 176.42 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 IX IY RTO RTI WRX WRY WRTO WRTI WDA FO WDAFI H/T (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63' 95.83 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63, 12.63 95.83 LUBO (FT) 4.04 5.05 5.05 5.05 5.05 5.05 1.72 LUBO (FT) 7.50 7.50 7.50 5.01 LUBI (FT) 3.12 10.10 10.10 10.10 10.10 10.10 1.72 LUBI (FT) 7.50 7.50 7.50 5.01 ZT T 80'0 00'0 00'0 80'0 SL'T 98'0 66'0 TL'ZZ 9S'O- 00'££ T9'Z£ £0'£Z 00'0 So'S £T'8 £T'8 8L'Z 88'L *S ZT T 80'0 00'0 00'0 80'0 SCT 58'0 66'0 TL'ZZ 9S'0- 00'££ T9'Z£ £0'£Z 00'0 60'S £T'8 £T'8 8L'Z 88'L b ZT ZT TT'0 TT'0 TT'0 00'0 SCT S8'0 66'0 TL'ZZ 9S'O- 66'£b 60'Zb 66'£b LT'6£ Sb'0- £T'8 £T'8 8L'Z 88'.L £ ZT T 60'0 00'0 00'0 60'0 SL'T S8'0 66'0 TL'ZZ bb'0 00'££ LS'T£ L8'0Z 00'0 9T'S £T'8 £T'B 8L'Z 88'L Z ZT T' 90'0 00'0 00'0 90'0 SL'T 58'0 66'0 TL'ZZ bb'0 00'££ LS'T£ T9'Z£ 00'0 9T'S £T'8 £T'8 8L'Z 88'L *T A W OI M JQNHH OaNES rIKIXK (SdIX) (SdIX) (ISX) (ISX) (ISX) (d IX-NI) (SdIX) (£NI) (ENI) (ZNI) (NI) 'ON HWOO SSaHLS ria' I rIa'O HO Flb SO HVHHS aDdoa IHM OHd Fla .LNHWOW HO2iOM XIS XOS F auv H.Ld3Q ' Ld .LNOO HWO3--SOIlvH SSHUIS--- MOrIriv UVSHS -S3SSaHIS MOrIrIK- rIFIIXK SaaaBaP 06 P91VIOU £ - b NWnrIO3 T T £T'O £T'O OT'0 00'0 ST'T 00'T 08'0 T6'9 TS'Z- SZ'SZ 00'££ 00'££ 6b'T6- 80'0- TL 8z TL'8Z Zb'b SS'TZ +L T T OT'O OT'O 80'0 00'0 BU Z 00'T 08'0 TS'L OS'Z- 90'.9Z 00'££ 00'££ 6b'S9- 80'0- Z£'SZ Z£'SZ ZZ, t, L8'6T 9 T ST ST'0 ST'0 ZT'0 00'0 Z9'T 00'T 98'0 SL'ZT Lb'T- OZ'b£ 66'£b 66'£b S8'69- LZ'0 95'£T 9S'£T 8Z'£ TO'ZT *S T ST 9T'0 ST'0 ZT'O 00'0 Z9'T 00'T 98'0 06'ZT 9b'T- OZ'b£ 66'£b 66'£b 00'OL- 9£'0 L£'£T L£'£T 9Z'£ 88'TT •rb T ST 6T'0 8T'O ST'0 00'0 Z9'T 00'T 98'0 06'ZT Sb'T- OZ'b£ 66'£b 66'£b b6'ZB- Ob'0 9T'£T L£'£T 9Z'£ 88'TT £ T ST 6Z'0 6Z'0 bZ'O 00'0 Z9'T 00'T 98'0 06'ZT 9Z'T OZ'b£ 66'£b 66'£b L6'BZT- £b'0 9T'£T 9T'£T 9Z'£ 88'TT Z T ST 6Z'O 6Z'0 SZ'O 00'0 90'T 00'T 98'0 06'ZT 9V T SB'L£ 66'£b 66'£b T£'9bT- £b'0 L£'£T L£'£T 9Z'£ 88'TT *T A W OIJVH JaNHH JQNHH rIKIXK (SdIX) (SdIX) (ISX) (ISX) (ISN) (d DI-NI) (SdIX) (£NI) (£NI) (ZNI) (NI) 'ON HWOO ssauiS rIa'I rIa'O so VO SO 'HVHHS 302I0a IHM OHM Fla' .LNHWOW a3HOa XIS XOS FIHHV H.LdHa '.Ld ZNOO HWOJ--SOI.LVH SSSHIS--- MOr1w HVHHS -SHSSaHJS MOrIrly- rIFfIXK £ - Z WFIHH a002I ST ST 6Z'O 8Z'0 bZ'0 00'0 bT'T 00'T 98'0 OZ'LT £9'0- W L£ 66'£b 66'£6 SO'£bT- Sb'O L£'£T LE-ET 9Z'£ 88-TT *b bT bT ZZ'0 6T'O ZZ'O 00'0 SCT 00'T 98'0 OZ'LT SZ'T - 66'£b W L£ 66'£6 8Z'ZTT 80'0- L£'£T L£'£T 9Z'£ 88'TT £ bT -K TT'0 OT'0 TT'0 00'0 SL'T 00'T 98'0 OZ'LT SVT 66'£b S8'L£ 66'£b bT'9S bolo- L£'£T L£'£T 9Z'£ 88'TT Z VT T ZO'0 00'0 00'0 ZO'0 SCT £L'0 98'0 OZ'LT TCT 00'££ Ob'8Z Ob'8Z 00'0 TO'Z L£'£T L£'£T 9Z'£ 88'TT +T A W OI.LVH OCINHH JQNHS rIFIIXK (SdIX) (SdIX) (ISI) (ISX) (ISX) (dIX-NI) (SdIX) (£NI) (£NI) (ZNI) (NI) ON HWOJ SSHHIS rld' I rIa'O HJ VO Sb HVSHS 302I0a I8:a OHM KM .LNHWOW 302I0a XIS XOS VHHV H.Ldaa ' Ld ZNOO HWOO--SOIZK2i SSEHIS--- MO`IrIFI HVHHS -S3SSEHIS MOrIrIFI- rIFIIXK Z - T NWnrIOO ----------------------------------------------------------------------------------------------------------------------------------- ZT O.L 000'Z L6 OHn HdW 08 dSd 9T ub- ,bT 110-,O£ Sams NOI.LdIdDSHa T # 3WVHA WH.LSAS NJISHa (Hd0'IS) (HVHA/HQOO) (aNIM) (9AIrI) (.I.H`JISH) (Maim) (HdA.L) Ett2sTA - dUf) HE)NH NFIWMaOH XDVr - HWVN fOHd 96ZL-Sb£-0£S # HNOHd EMU SNOSHVd HOH - .LJFLLNOJ uarIH 06-L0040-0Z # .LNnOOJK EMS ----------------------------------------------- Sb-00 # Hac[-d0 HurIH ------------------------------------------------------------ XIW 7.aF1HH AHrIIKA HIHON - daariIne VTLZ90 # 2i3Q2I0 ------------------------ bT a:SE)Vd WK ZO:60 :HWIL Saavo 00/6T/90 : HS.FIa S S H 2I Z S J N I rI rI O d L N O D - N D I S H a 3 W K d a F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 06/19/00 CADDS . TIME: 09:02 AM PAGE:F 15 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 ROOF BEAM 5 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 11.88 3.26 13.37 13.37 0.43 -146.31 43.99 43.99 37.85 1.26 12.90 0.86 1.00 1.06 0.00 0.25 0.29 0.29 14 1 2 11.88 3.26 13.16 13.16 0.43 -128.97 43.99 43.99 34.20 1.26 12.90 0.86 1.00 1.62 0.00 0.24 0'.29 0.29 14 1 3 11.88 3.26 13.37 13.16 0.40 -82.94 43.99 43.99 34.20 -1.45 12.90 0.86 1.00 1.62 0.00 0.15 0.18 0.19 14 1 4* 11.88 3.26 13.37 13.37 0.36 -70.00 43.99 43.99 34.20 -1.46 12.90 0.86 1.00 1.62 0.00 0.12 0.15 0.16 14 1 5* 12.01 3.28 13.56 13.56 0.27 -69.85 43.99 43.99 34.20 -1.47 12.75 0.86 1.00 1.62 0.00 0.12 0.15 0.15 14 1 6 19.87 4.22 25.32 25.32 -0.08 -65.49 33.00 33.00 26.06 -2.50 7.51 0.80 1.00 2.28 0.00 0.08 0.10 0.10 1 1 7* 21.55 4.42 28.71 28.71 -0.08 -91.49 33.00, 33.00 25.25 -2.51 6.91 0.80 1.00 1.15 0.00 0.10 0.13 0.13 1 1 COLUMN 6 - 5 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V . 1* 11.88 3.26 13.37 13.37 2.01 0.00 28.40 28.40 33.00 1.71 17.20 0.86 0.73 1.75 0.02 0.00 0.00 0.02 1 15 2 11.88 3.26 13.37 13.37 -0.04 56.14 43.99 37.85 43.99 1.25 17.20 0.86 1.00 1.75 0.00 0.11 0.10 0.11 15 15 3 11.88 3.26 13.37 13.37 -0.08 112.28 43.99 37.85 43.99 1.25 17.20 0.86 1.00 1.75 0.00 0.22 0.19 0.22 15 15 4* 11.88 3.26 13.37 13.37 0.45 -143.05 43.99 43.99 37.85 -0.63 17.20 0.86 1.00 1.14 0.00 0.24 0.28 0.29 14 14 F R A M E D E S I G N - W E L D S U M M A R Y DATE: 06/19/00 CARDS TIME: 09:02 AM PAGE:F 16 ----------------------------------------------------------------------------------------------------------=------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 301'-0" 14'-4" 16 PSF 80 MPH' UBC 97 2.000 TO 12 PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV63232 1 0.120 0.088 1/8 2.620 1 1 14 OV63234 1 0.120 0.101 1/8 2.620 2 4 1 OV63236 1 0.120 0.100 1/8 2.620 4 5 1 OV63238 1 0.120 0.047 1/8 2.620 3 3 12 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS F I N A L F R A M E D E S I G N - S PLI CE SUMMARY DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 17 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 2.0-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE LOCATION MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT NO TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN -KIPS 01 COLUMN 00 1 1 1 DL + WLL -1.08 1.52 0.00 DL + WLL -1.08 1.52 0.00 02' 2 4 DL + WLL - IP -0.14 0.39 135.88 DL + WLR - IS 0.45 -0.63 -143.05 03 COLUMN 01 1 3 1 DL + WLR -1.16 0.00 0.00 DL + WLR -1.16 0.00 0.00 04 2 5 DL + WLR -1.30 0.00 0.00 DL + WLR -1.30 0.00 0.00 05 COLUMN 02 1 5 1 DL + WLR -1.08 1.52 0.00 DL + WLR -1.08 1.52- 0.00 06 2 4 DL + WLR - IS -0.14 0.39 135.88 DL + WLL - IP 0.45 -0.63 -143.05' 07 BEAM 01 1 2 4 DL + WLL - IP -0.10 -1.19 70.78 DL + WLR - IS 0.36 1.07 -70.00 08 BEAM 01 1 4 4 DL + WLR - IS -0.10 -1.19 70.77 DL + WLL - IP 0.36 1.06 -70.00 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right V V KIPS Vertical Force Up Z KIPS Horizontal Out of Plane +---H No. Loading Combination 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0.70PL+2.80EQL 7 PDL+0.70PL+2.BOEQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP 13 DL + EWS 14 DL + WLL - IP 15 DL + WLR - IS ID Load Case DL ,DEAD LOAD LL LIVE LOAD WLL WIND LOAD LEFT WLR WIND LOAD RIGHT IP WIND INT PRESSURE IS WIND INT SUCTION EQ SEISMIC LOAD SLL MIN SNOW LOAD LEFT SLR MIN SNOW LOAD RIGHT EWP EW WIND PRESSURE EWS EW WIND SUCTION / Z 1H 1V 0.13 2.01 -1.52 -1.08 1.18 0.43 -0.15 0.27 0.20 0.57 not applicable not applicable not applicable not applicable not applicable not applicable -------3------- 11 4 6 3Z F R A M E D E S I G N. - R E A C T I 0 N,S Sum H Sum V DATE: 06/19/00 0.00 5.16 0.00 -0.13 2.01 CADDS TIME: 09:02 AM 0.00 0.00 -1.16 0.00 -1.18 PAGE:F 18 ------------------------------------------------7---------------------------------------------------------------------------------- ORDER # 062714 BUILDER = NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia -0.20 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE). 1.00 DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF BO MPH UBC 97 2.000 TO 12 0.00 POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right V V KIPS Vertical Force Up Z KIPS Horizontal Out of Plane +---H No. Loading Combination 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0.70PL+2.80EQL 7 PDL+0.70PL+2.BOEQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP 13 DL + EWS 14 DL + WLL - IP 15 DL + WLR - IS ID Load Case DL ,DEAD LOAD LL LIVE LOAD WLL WIND LOAD LEFT WLR WIND LOAD RIGHT IP WIND INT PRESSURE IS WIND INT SUCTION EQ SEISMIC LOAD SLL MIN SNOW LOAD LEFT SLR MIN SNOW LOAD RIGHT EWP EW WIND PRESSURE EWS EW WIND SUCTION / Z 1H 1V 0.13 2.01 -1.52 -1.08 1.18 0.43 -0.15 0.27 0.20 0.57 not applicable not applicable not applicable not applicable not applicable not applicable -------3------- 11 4 6 3Z 4V 4Z 6H 6V Sum H Sum V Sum Z 0.00 5.16 0.00 -0.13 2.01 0.00 9.17 0.00 0.00 -1.16 0.00 -1.18 0.43 -2.70 -1.81 0.00 0.00 -1.16 0.00 1.52 -1.08 2.70 -1.81 0.00. 0.00 1.00 0.00 -0.20 0.57 -0.35 1.85 0.00 0.00 1.00 0.00 0.15 0.27 0.35 1.85 0.00 . 0.60 -0.49 1.10 0.60 -0.49 -0.96 -1.71 0.00 0.00 1.45 0.54 0.00 1H 1V 3Z 0.02 0.42 0.00 0.11 1.58 0.00 -1.54 -1.50 0.00 1.16 0.00 0.00 0.19 -1.08 0.00 -0.27 -0.11 0.00 -0.24 -0.21 0.00 0.06 1.75 0.00 0.06 -0.16 0.00 0.58 -0.91 1.10 0.58 -0.91 -0.96 -0.38 0.89 -0.60 -0.49 0.00 -1.36 1.98 -0.38 -0.77 -0.60 -0.49 0.00 -1.36 -1.73 0.40 0.00 -1.45 0.54 -3.16 0.93 0.00 0.40 0.00 1.71 0.00 3.16 0.93 0.00 4V 4Z 6H 6V Sum H Sum V Sum Z 1.00 0.00 -0.02 0.42 0.00 1.85 0.00 4.15 0.00 -0.11 1.58 0.00 7.32 0.00 -2.16 0.00 -1.16 0.00 -2.70 -3.66 0.00 -2.16 0.00 1.54 -1.50 2.70. -3.66 0.00 -1.55 0.00 0.27 -0.11 0.46 -2.75 0.00 -1.55 0.00 -0.19 -1.08 -0.46 -2.75 0.00 0.00 0.00 -0.24 0.21 -0.48 0.00 0.00 2.08 0.00 -0.06 -0.16 0.00 3.66 0.00 2.08 0.00 -0.06 1.75 0.00 3.66 0.00 -1.39 0.89 -0.58 -0.91 0.00 -3.21 1.98 -1.39 -0.77 -0.58 -0.91 0.00 -3.21 -1.73 FINAL FRAME DESIGN - S T R E S S S.0 M M A R Y DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 19 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER- NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) ' (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 1 JOINT 1 - 2 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 12.51 55. 3 5.00 FT 11.88 IN 11.88 IN 5.000 X .188 .120 5.000 X .188 0.286. 15 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR ----=---------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 0.45 -143.05 0.14 -10.70 -10.70 43.99 43.99 37.85 1.71 17.20 ' 0.099 14 MEMBER NO. 2 JOINT 2 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO, COND 1 10.00 55. 3 5.00 FT 11.88 IN 11.88 IN 5.000 X .188 .120 5.000 X .188 0.292 15 2 5.00 55. 2 3.99 FT 11.88 IN 21.84 IN 5.000 X .188 .120 5.000 X .188 0.152 15 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 0.43 -146.31 0.13 -10.94 -10.94 43.99 43.99 37.85 -1.46 12.90 0.114 1 2 0.27 -69.85 0.08 -5.15 -5.15 43.99 43.99 34.20 -2.51 6.91 0.363 1 MEMBER NO. 3 JOINT 4 - 3 Rotated 90 degrees ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK.. INNER FL. RATIO COND 1 14.01 55. 4 3.75 FT 7.88 IN 7.88 IN 5.000 X .188 .120 5.000 X .188 0.115 12 CONTROLLING ACTIONS- --- AXIAL --- CTIONS---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -0.45 39.17 -0.16 4.82 4.82 43.99 42.09 43.99 =0.56 22.71 0.024 12 SECT. FINAL FRAME DES I G N - STRES S SUMMARY DEPTH AT DEPTH AT NO. DATE: 06/19/00 STRESS SEGS SIZE START END 1 CADDS TIME: 09:02 AM 3 5.00 FT 11.88 IN 11.88 IN •2 5.00 PAGE:F 20 ---------------------------------------------------------------------------------------------------=------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM --------------- FRAME # 1 DESCRIPTION EWDS ------------------------------------------------------------------------------------------------------------------ 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 MEMBER NO. 4 JOINT 5 - 3 SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT NO. (FT) STRESS SEGS SIZE START END 1 10.00 55. 3 5.00 FT 11.88 IN 11.88 IN •2 5.00 55. 2 3.99 FT 11.88 IN 21.84 IN CONTROLLING ACTIONS WEB COMB. STRESS LOAD OUTER FL. THK._ INNER FL. RATIO GOND S.00O.X .188 .120 5.000 X .188 0.292 14 5.000 X .188- .120 5.000 X .188 0.152 14 ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES --- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 0.43 -146.31 0.13 -10.94 -10.94 43.99 43.99 37.85 2 0.27 -69.85 0.08 -5.15 -5.15 43.99 43.99 34.20 MEMBER NO. .5 JOINT 6 - 5 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. 1 12.51 55. 3 5.00 FT 11.88 IN 11.88 IN 5.000 X .188 .120 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES --- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 0.45 -143.05 0.14 -10.70 -10.70 43.99 43.99 37.85 --------------SHEAR-------------- FORCE ALLOW STRESS LOAD (KIPS) (KIPS) RATIO GOND -1.46 12.90 0.114 1 -2.51 6.91 0.363 1 COMB. STRESS LOAD INNER FL. RATIO COND 5.000 X .188 0.286 14 --------------SHEAR-------------- FORCE ALLOW STRESS LOAD (KIPS) (KIPS) RATIO COND 1.71 17.20 0.099 15 POSITIVE DEFLECTION DIRECTION H INCHES Horiz. Deflection to Right . V 2-------3-------5 V INCHES Vertical Deflection Up +---H V 1 4 6 z No. Loading Combination FRAME DES IGN - J O I N T D E F L E C T I-0 N S 5H 5V DATE: 06/19/00 + LL N -0.001 -0.003 0.000 -0.011 CADDS TIME: 09:02 AM DL + WLL N 0:857 0.002 0.857 PAGE:F 21 ----- ORDER -------------- # 062714 ----=-------------------------- BUILDER - NORTH VALLEY READY ------------------- MIX ------------ BLDR ORDER -------- # 00-45 ------------- ---------- - - - - - BLDR ACCOUNT # ------- - - - - - - 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 0.000 0.187 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) N DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 DL POSITIVE DEFLECTION DIRECTION H INCHES Horiz. Deflection to Right . V 2-------3-------5 V INCHES Vertical Deflection Up +---H V 1 4 6 z No. Loading Combination Cd 2H 2V 3H 3V 5H 5V 1 DL + LL N -0.001 -0.003 0.000 -0.011 0.001 -0.003 2 DL + WLL N 0:857 0.002 0.857 0.003 0.856 -0.001 3 DL + WLR N -0.856 -0.001 -0.857 0.003 -0.857 0.002 4 DL + EQL/1.4 N 0.187 0.000 0.187 -0.002 0.187 -0.001 5 DL + EQR/1.4 N -0.187 -0.001 -0.187 -0.002 -0.187 0.000 12 DL + EWP N -0.002 0.001 0.000 0.001 0.002 0.001 13 DL + EWS N -0.002 0.001 0.000 0.001 0.002 0.001 14 DL + WLL - IP N 1.213 0.000 1.214 -0.001 1.213 -0.001 15 DL + WLR - IS N -1.213 -0.001 -1.214 -0.001 -1.213 0.000 POSITIVE DEFLECTION DIRECTION H INCHES Horizontal to the Right V INCHES Vertical Up MAXIMUM MEMBER DEFLECTIONS FRAME DES IGN - M E M B E R D E F L E C T I O N S 1H No. DATE: 06/19/00 PT DEFL 1 DL + LL 3 CADDS TIME: 09:02 AM DL + WLL 5 0.857 3 DL PAGE:F 22 ---------------------------------------------------------------------------------------------------------------------------=------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 5 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia -0.010 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DL DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80.MPH UBC 97 2.000 TO 12 -1.213 POSITIVE DEFLECTION DIRECTION H INCHES Horizontal to the Right V INCHES Vertical Up MAXIMUM MEMBER DEFLECTIONS MEMBER 1H No. Loading Combination PT DEFL 1 DL + LL 3 -0.014 2 DL + WLL 5 0.857 3 DL + WLR 5 -0.856 4 DL + EQL/1.4 5 0.187 5 DL + EQR/1.4 5 -0.187 12 DL + EWP 3 -0.010 13 DL + EWS 3 -0.010 14 DL + WLL - IP 5 1.213 15 DL + WLR - IS 5 -1.213 MEMBER 2V PT DEFL 3 -0.031 3 -0.068 3 0.085 3 -0.024 3 0.014 8 .0.001 8 0.001 3 -0.136 3 0.135 +---2---+---4---+ 1 3 5 MEMBER 3H PT DEFL 6 0.000 6 0.857 6 -0.857 6 0.187 6 -0.187 3 0.099 3 -0.087 6 1.214 6 -1.214 MEMBER 4V PT DEFL 3 -0.031 3 0.085 3 -0.068 3 0.014 3 -0.024 8 0.001 8 0.001 3 0.135 3 -0.136 MEMBER 5H PT DEFL 3 0.014 5 0.856 5 -0.857 5 0.187 5 -0.187 3 0.010 3 0.010 5 1.213 5 -1.213 1 • 2 FINAL FRAME DESIGN - F R AM E L A Y O U T DATE: 06/19/00 CADDS TIME: 09:02 AM -----------------------------------------------------------------------------------------------------------7----------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 --------------------------- DESCRIPTION EWDS 30'-0" 14'-4" ----------------------------------------- 16 PSF 80 -------------- MPH --------- UBC -------- 97 --- 2.000 TO 12 ----------------------------- LEFT SIDE RIGHT SIDE SLOPE (P/12.) = 2.000 SLOPE (P/12.) = 2.000 DIST. TO RIDGE = 15.000 FT. DIST. TO RIDGE = 15.000 FT. COLUMN OFFSET = 1.000 IN. COLUMN OFFSET = 1.000 IN. GIRT DEPTH = 9.500 IN. GIRT DEPTH = 9.500 IN. PURLIN DEPTH = 8.000 IN. (PURLIN UNINSULATED) PURLIN DEPTH = 8.000 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 = 15.000 FT. SPAN 2 = 15.000 FT. -R- OV63234 OV63236 OV63234 0 0 0 V V V 6 6 6 3 3 3 2 2 2 3 3 3 2 8 2 1 • 2 FINAL FRAME DESIGN DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 23 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ---------------------------=------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 F R A M E D E S I G N - G E N E R A L I N F O R MA T I O N DATE:" 06/19/00 CADDS TIME: 09:02 AM - PAGE:F 24 --------------------- ORDER # 062714 ----------------------------- BUILDER - NORTH VALLEY READY ------- MIX ----------- ------------ BLDR ORDER ------------------------------------- # 00-45 BLDR ACCOUNT # ------------- 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # ----------------------------------------------------------------------------------------------------------------------------------- 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 LEFT SIDE RIGHT SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES EAVE HEIGHT = 14.009 FT. 14.009 FT. 1 = 30.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME HEIGHT = 13.333 FT. 13.333 FT. COL. CLEAR HT. = 12.511 FT. 12.511 FT. CMX = 0.850 SLOPE (P/12.) = 2.000 2.000 CMX(stepped column/no wind) = 0.950 SW R -BEAM OFFSET = 0.125 IN. 0.125 IN. CMY(pinned in minor axis) =.0.600 DIST. TO RIDGE = 15.000 FT. 15.000 FT. CMY(fixed in minor axis) = 0.400 COLUMN OFFSET = 1.062 IN. 1.062 IN. GIRT DEPTH = 9.500 IN. 9.500 IN. PURLIN DEPTH = 8.000 IN. 8.000 IN. (PURLIN UNINSULATED) ** P Delta Analysis ** --------------------- JOINT DATA --------------------- ------------------------------ MEMBER DATA ------------------------------ JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE K VALUES NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 0.422 0.000 1 1 0 1 0 1 1- 2 0 0 1.50 1.00 2 0.594 12.931 0 0 0 1 0 2 2- 3 0 0 1.50 1.00 3 15.000 15.332 0 0 0 0 0 3 4- 3 0 0 1.50 1.00 4 29.406 12.931 0 0 0 1 0 4 5- 4 0 0 1.50 1.00 5 29.578 0.000 1 1 0 1 0 ('0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) F R A M E D E S I G N - S E C O N D A R Y / B R A C E L O C A T I O N S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 25 ------------------ ---------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 ----------------------------------=------------------------------------------------------------------------------------------------ DIST _ Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. 0 FL Outside flange only braced ID - B Base, G Girt, P Purlin, E Eave strut, 0 Other, O -IF Outside and Inside flange braced L Landmark 2000 truss purlin. O -SF Outside braced and inside Single flange brace MAJOR - Major axis brace point indicator. ( YES or NO ) NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange COLUMN 1- 2 BRACE COLUMN 5- 4 BRACE ROOFBEAM 2- 3 BRACE ROOFBEAM '4- 3 BRACE DIST ID BRACE •MAJOR FORCE DIST ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE DIST ACCUM ID BRACE FORCE 0.00 B O -TF YES 0.00 B O -IF YES 0.00 0.00 E O FL 0.00• 0.00 E O FL 7.50 G O -IF NO 7.50 G O -IF NO 4.00 4.00 P O -SF 4.00 4.00 P O -SF 12.51 O O -IF YES 12.51 0 O -IF YES 9.00 9.00 P 0 FL 9.00 9.00 P 0 FL 14.01 E O -IF NO 14.01 E 0 -IF NO 14.00 14.00 P O -SF 14.00 14.00 P O -SF GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi-. tive upward. The Z axis is normal to the X and Y axis, and is positive out of�•this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column.' UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis: The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). F R A M E D E S I G N - C O N V E N T I O N S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 26 --------------------------------------------------------------------------------------------------------=-------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi-. tive upward. The Z axis is normal to the X and Y axis, and is positive out of�•this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column.' UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis: The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). APPLIED LOADINGS. F R A M E D E S I'G N - L O A D S U M M A R Y = UBC - DATE: 06/19/00 DEAD LOAD (DL ) = 2.960 PSF + FRAME DL COLLATERAL LOAD CADDS TIME: 09:02 AM PSF ROOF LIVE LOAD (LL ) = 12.000 PSF PAGE:F 27 ----------------------------------------7----------------------------------------=------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" ----------------------------------------------------- ------------------------------------------------------------------------------- 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 GENERAL BUILDING INFORMATION' DESIGN BAY = 25.000 FT. TOTAL BUILDING LENGTH = 50.000 FT. PANELS TYPE DESCRIPTION WEIGHT LEFT SIDEWALL SHWAL 26STL 1.12 PSF ROOF BRII 26STL 2.37 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) RIGHT SIDEWALL SHWAL 26STL 1.12 PSF BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE (INLAND) USE CATEGORY =.4 (GENERAL USE) TERRAIN CAT/WIND EXP = B APPLIED LOADINGS. BUILDING CODE = UBC - 1997 DEAD LOAD (DL ) = 2.960 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 12.000 PSF Roof Exposure Thermal Condition COEFFICIENTS LEFT ROOF RIGHT ROOF = Partially Exposed Roof = Normal TRIBUTARY LOAD FACTOR 100.00$ 100.00$ MIN COUNTY GROUND SNOW LOAD MIN County Rain on Snow LOAD NET ROOF LOAD COEFF (PSF) 1.25 15.00 1.25 15.00 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR 0.0 PSF UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 12.000 PSF COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 100.00% 1.25 15.00 RIGHT ROOF 100.00$ 1.25 15.00 WIND LOADS WIND LOAD LEFT F R A M E D E S I G N - L 0 A D S U M M A R Y WIND LOAD RIGHT DATE: 06/19/00 PSF) INCLUDES 1.00 IMPORTANCE FACTOR WIND UPLIFT CADDS TIME: 09:02 AM WIND LOAD CASE = 1 PAGE:F -28 ------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia INTERNAL SUCTION (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) (IS ) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 LEFT ROOF UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 12.000 PSF COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 100.00% 1.25 15.00 RIGHT ROOF 100.00$ 1.25 15.00 WIND LOADS WIND LOAD LEFT = 80'.000 MPH ( 10.006 PSF) MIN COUNTY WIND SPEED = 76 MPH WIND LOAD RIGHT = 80.000 MPH ( 10.006 PSF) INCLUDES 1.00 IMPORTANCE FACTOR WIND UPLIFT = 80.000 MPH ( 10.006 PSF) WIND LOAD CASE = 1 WIND ENCLOSURE = ENCLOSED COEFFICIENTS WIND FROM LEFT WIND FROM RIGHT INTERNAL PRESSURE INTERNAL SUCTION (WLL) (WLR) (IP ) (IS ) LEFT SIDEWALL 0.800(PRESSURE) -0.500(SUCTION,) 0.000 0.000 LEFT ROOF -1.125(SUCTION ) -0.875(SUCTION ) 1.500(PRESSURE) 0.000 RIGHT ROOF -0.875(SUCTION ) -1.125(SUCTION ) 0.000 1.500(PRESSURE) RIGHT SIDEWALL -0.500(SUCTION ) 0.800(PRESSURE) 0.000 0.000 ENDWALL WIND PRESURE ENDWALL WIND SUCTION (EWP) (EWS) SIDEWALLS -0.700(SUCTION ) -0.700(SUCTION ) ROOF -0.875(SUCTION ) -0.875(SUCTION ) SIDEWALL CANOPY/OVERHANG-1.500(SUCTION ) -1.500(SUCTION ) F R A M E D E S I G N - L 0 A D S U M M A R Y DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 29 ------------------------------------------------------------ 7----------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY -READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- SEISMIC LOADS (EQ ) PERCENT SNOW LOAD 0.000% Seismic W - LEFT ROOF = 4.963 PSF Seismic W - RIGHT ROOF SEISMIC ZONE = 3 R FACTOR MIN CTY SEISMIC ZONE = 3 I FACTOR Na LATERAL FACTOR STORY DRIFT LIMIT = 0.025 SOIL PROFILE P DELTA LIMIT = 0.100 Nv FACTOR OMEGAO DEFLECT AMPLIF FACTOR = 2.800 Ct FACTOR T FACTOR Ca FACTOR Cv FACTOR p FACTOR NET SEISMIC FACTOR Maximum P Delta Stability Coefficient = 0.01, Associated Load Combination 05 4:963 PSF 4.500 1.000 = 1.000 D . 1.000 0.035 0.258 0.360 0.540 1.000 . 0.200 F R A M E D E S I G N - L O A D C O M B I N A T I O N S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 30 ------------------------ ------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION LRF 30'-0" 14'-4" 12 PSF. 80 MPH UBC 97 2.000 TO 12 LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL.+ LL 1.000 'N N N Std Des 100.'00 DL 100.00 LL 2 DL + WLL 1.333 N N N Std Des 100.00 DL 100.00 WLL 3 DL + WLR 1.333 N N N. Std Des 100.00 DL 100.00 WLR 4 DL + EQL/1.4 1.333 N Y N Std Des 100.00 _ DL 72.00 EQ 5 DL + EQR/1.4 1.333 N Y N Std Des 100.00 DL -72.00 EQ 6 PDL+0.70PL+2.80EQL 1.700 Y. N N Axial C 100.00 DL 70.00 LL 200.00 EQ 7 PDL+0.70PL+2.80EQR 1.700 Y N N Axial C 100.00 DL 70.00 LL -200.00 EQ 8' 0.85PDL + 2.80EQL 1.700 Y N N Axial T 85.00 DL 200.00 EQ 9 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -200.00 EQ 10 DL +2.80EQL 1.700 Y N N Conns 100.00 DL 200.00 EQ 11 DL +2.80EQR 1.700 Y N N Conns 100.00 DL -200.00 EQ 12 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP 13 DL + WLL - IP 1'.333 N N N Std Des. 100.00 DL 100.00 WLL -100.00 IP 14 DL + WLR - IS 1.333 N N N Std Des 100.00 DL 100.00 WLR 7100.00 IS LOAD CASE (DL ) DEAD LOAD LOAD F R A M E D E S I G N - A P P L I E'D L O A D S DATE: 06/19/00 DIRECTION/ LABEL CADDS TIME: 09:02 AM TYPE FT FT X PAGE:F 31 ---------------------------------------------------------------------------------=------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 DL BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia K/FT (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 4 - 3' DESIGN SYSTEM FRAME ------------------- # 2 DESCRIPTION LRF 30'-0" 14'-4" -------------------------------------------------- 12 PSF ------------ 80 MPH -------- UBC 97 ------------- 2.000 TO 12 --------------- -------- - - - --- LOAD CASE (DL ) DEAD LOAD LOAD MEMBER• JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION DL 2 2 - 3 UNIF 0.00 15.00 .0.000 K/FT -0.074 K/FT 0.000 K/FT DL 3 4 - 3' UNIF 15.00 30.00 0.000 K/FT -0.074 K/FT 0.000 K/FT LOAD CASE (LL ) LIVE LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION LL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.375 K/FT 0.000 K/FT LL 3 4 - 3 UNIF 15.00 30.00 0.000 K/FT -0.375 K/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLL 1 1 - 2 UNIF 0.00 14.01 0.200 K/FT 0.000 K/FT 0.000 K/FT WLL 2 2 - 3 UNIF 0.00 15.00 -0.281 K/FT 0.281 K/FT 0.000 K/FT WLL 3 4 - 3 UNIF 15.00 30.00 0.219 K/FT 0.219 K/FT 0.000 K/FT WLL 4 5 - 4 UNIF 0.00 14.01 0.•125 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLR 1 1 - 2 UNIF 0.00' 14.01 -0.125 K/FT. 0.000 K/FT 0.000 K/FT WLR 2 2 = 3 UNIF 0.00 15.00 -0.219 K/FT 0.219 K/FT 0.000 K/FT WLR 3 4 - 3 UNIF 15.00 30.00 0.281 K/FT 0.281 K/FT 0.000 K/FT WLR 4 5 - 4 UNIF 0.00 14.01 -0.200 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (IP ) WIND INT PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION IP 2 2 = 3 UNIF 0.00 15.00 -0.375 K/FT 0.375 K/FT 0.000 K/FT F R A M E D E S I G N - A P P L I E D L O A D S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 32 -------------------- ORDER # 062714 -_-------------------------------------------------------------------------------------------------------------- BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00=45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME --------------- # 2 ----------- DESCRIPTION LRF .30'-0" ------------------------ 141.-4" --------------------------------------------------------------------------------- 12 PSF 80 MPH, UBC 97 2.000 TO 12 LOAD CASE (IS ) WIND INT SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START-END) TYPE FT FT X Y Z LOCATION IS 3 4 - 3 UNIF 15.00 30.00 0.375 K/FT 0.375 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD MEMBER JOINTS LOAD DISTANCES. LOADS DIRECTION/ LABEL NO (START-END) TYPE FT FT X Y Z LOCATION EQ 1 1 - 2 UNIF 0.00 14.01 0.006 K/FT 0.000 K/FT 0.000 K/FT EQ 2 2 - 3 CONC 0.00 0.372 KIP 0.000 KIP 0.000 IN-K Outside flange EQ 3 4 - 3 CONC 30.00 0.372 KIP 0.000 KIP 0.000 IN-K Outside flange EQ 4 5 - 4 UNIF 0.00 14.01 0.006 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (SLL) MIN SNOW LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START-END) TYPE FT FT X Y Z LOCATION SLL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.375 K/FT 0.000 K/FT LOAD CASE (SLR) MIN SNOW LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START-END) TYPE FT FT X Y Z LOCATION SLR 3 4 - 3 UNIF 15.00 30.00 0.000 K/FT -0.375 K/FT 0.000 K/FT LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START-END) TYPE FT FT X Y Z LOCATION EWP 1 1 - 2 UNIF 0.00 14.01 -0.175 K/FT 0.000 K/FT 0.000 K/FT EWP 2 2 - 3 UNIF 0.00 15.00 -0.219 K/FT 0.219 K/FT 0.000 K/FT EWP 3 4 - 3 UNIF 15.00 30.00 0.219 K/FT 0.219 K/FT 0.000 K/FT EWP 4 5 - 4 UNIF 0.00 14.01 0.175 K/FT 0:000 K/FT 0.000 K/FT LOAD CASE (EWS) EW WIND SUCTION LOAD F R A M E D E S I G N - A P P L I E D L O A D S DISTANCES DATE: 06/19/00 LOADS CADDS TIME: 09:02 AM NO (START -END) TYPE FT PAGE:F 33 -----------------------------7----------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 14.01 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 0.000 DESIGN SYSTEM FRAME ---- ----------------------------------------- # 2 DESCRIPTION LRF 30'-0" 14'-4" ------------------------------------------ 12 PSF 80 MPH UBC 97, ---------------- 2.000 TO 12 ---------------------------- UNIF LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWS 1 1 - 2 UNIF 0.00 14.01 -0.175 K/FT 0.000 K/FT 0.000 K/FT EWS 2 2 - 3 UNIF 0.00 15.00 =0.219 K/FT 0.219 K/FT 0.000 K/FT EWS 3 4 - 3 UNIF 15.00 30.00 0.219 K/FT 0.219 K/FT 0.000 K/FT EWS 4 5 - 4 UNIF 0.00 14.01 0.175 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (PDE) P Delta Unit Story S LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION C 1 1 1 - 2 CONC 0.00 -0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 1 1 1 - 2 CONC 12.93 0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 4 4 5 - 4 CONC 0.00 -0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 4 4 5 - 4 CONC 12.93 0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 1 1 DIST (FT) 0.00 3.75 7.50 12.51 2 1 DIST (FT) 0.93 4.00 9.00 14.00 14.92 3 1 DIST (FT) 0.93 4.00 9.00 14.00 14.92 4 1 DIST (FT) 0.00 3.75 7.50 12.51 JOINTS 1 - 2 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 2.79 9.20 . 2.94 10.40 3.08 12.00 3.27 JOINTS 2 - 3 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 11.88 3.49 11.88 3.49 11.88 3.49 11.88 3.49 11.88 3.49 JOINTS 4 - 3 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 11.88 3.49 . 11.88 3.49 11.88 3.49 11.88 3.49 11.88 3.49 JOINTS 5 - 4 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 2.79 9.20 2.94 10.40 3.08 12.00 3.27 5.000 F.R A M E D E S I G N - S E C T I O N P R O P E R T I E S = 5.000 X 0.188 IX DATE: 06/19/00 RTO RTI WRX WRY WRTO WRTI CARDS TIME: 09:02 AM H/T (IN4)' (IN4) (IN) (IN) ----------------------- PAGE:F 34 ------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 33.12 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 45.04 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 1.32 DESIGN SYSTEM FRAME -------------------------------------------- # 2 DESCRIPTION LRF ---------------------------------------------------------------------------------------- 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 .2.000 TO 12 4.22 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 1 1 DIST (FT) 0.00 3.75 7.50 12.51 2 1 DIST (FT) 0.93 4.00 9.00 14.00 14.92 3 1 DIST (FT) 0.93 4.00 9.00 14.00 14.92 4 1 DIST (FT) 0.00 3.75 7.50 12.51 JOINTS 1 - 2 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 2.79 9.20 . 2.94 10.40 3.08 12.00 3.27 JOINTS 2 - 3 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 11.88 3.49 11.88 3.49 11.88 3.49 11.88 3.49 11.88 3.49 JOINTS 4 - 3 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 11.88 3.49 . 11.88 3.49 11.88 3.49 11.88 3.49 11.88 3.49 JOINTS 5 - 4 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 2.79 9.20 2.94 10.40 3.08 12.00 3.27 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T (IN4)' (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 33.12 3.92 1.34 1.34 4.22 1.16 1.32 1.32 9.79 9.79 63.53 45.04 3.92 1.32 1.32 4.22 1.16 1.32 1.32 9.79 9.79 73.52 59.06 3.92 1.31 1.31 4.22 1.16 1.32 1.32 9.79 9.79 83.52 81.26 3.92 1.29 1.29 4.22 1.11 1.30 1.30 11.91 11.91 96.85 5.000 X 0.188 WEB = 0.140 INNER FLANGE = 5.000 X 0.188 IX IY. RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 81.96 3.92 1.27 1.27 4.85 1.06 1.27 1.27 12.63 12.63 82.14 81.96 3.92 1.27 1.27 4.85 1.06 1.27 1.27 12.63 12.63 82.14 81.96 3.92 1.27 1.27 4.85 1.06 1.27 1.27 12.63 12.63 82.14 81.96 3.92 1.27 1.27 4.85 1.06 1.27 1.27 12.63 12.63 82.14'' 81.96 3.92 1.27 1.27 4.85 1.06 1.27 1.27 12.63 12.63 82.14 5.000 X 0.188 WEB = 0.140 INNER FLANGE = 5.000 X 0.188 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI 'H/T (IN4) (IN4) (IN) (IN) .(IN) (IN) (IN) (IN) (IN) (IN) RATIO 81.96 3.92 1.27 1.27 4.85 1.06 1.27 1.27 12.63 12.63 82.14 81.96 3.92 1.27 1.27 4.85 1.06 1.27 1.27 12.63 12.63 82.14 81.96 3.92 1.27 1.27 4.85 1.06 1.27 1.27 12.63 12.63 82.14 81.96 3.92 1.27 1.27 4.85 1.06 1.27 1.27 12.63 12.63 82.14 81.96 3.92 1.27 1.27 4:85 1.06 1.27 1.27 12.63 12.63 82.14 5.000 X 0.188. WEB = 0.120 INNER FLANGE = 5.000 X 0.188 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 33.12 3.92 1.34 1.34 4.22 1.16 1.32 1.32 9.79 9.79 63.53 45.04 3.92 1.32 1.32 4.22 1.16 1.32 1.32 9.•79 9.79 73.52 59:06 3.92 1.31 1.31 4.22 1..16 1.32 1.32 9.79 9.79 83.52 81.26 3.92 1.29 1.29 4.22 1.11 1.30 1.30 11.91 11.91 96.85 LUBO (FT) 7.50 7.50 7.50 5.01 LUBO (FT) 4.06 5.07 5.07 5.07 1.86 LUBO (FT) 4.06 5.07 5.07 5.07 1.86 LUBO (FT) 7.50 7.50 7.50 5.01 LUBI (FT) 7.50 7.50 7.50. 5.01 LUBI (FT) 3.12 10.14 10.14 10.14 1.86 LUBI (FT) 3.12 10.14 10.14 10.14 1.86 LUBI (FT) 7.50 7.50 7.50 5.01 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 35 --------=-------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 - BLDR ACCOUNT # 20-04-007-90. BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 ----------------------------------------------------------------------------------------------------------------------7------------ COLUMN 1 - 2 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 8.00 2.79 8.28 8.78 7.06 0.00 32.61 31.45 33.00 3.02 22.69 0.99 0.85 1.75 0.08 0.00 0.00 0.08 1 2 2 9.20 2.94 9.79 9.79 7.06 -76.97 19.12 33.00 29.24 -1.71 16.92 0.89'1.00 1.75 0.13 0.24 0.24 0.37 1 1 3. 10.40 3.08 11.36 11.36 7.03 -153.96 33.00 33.00 28.84 -1.71 14.87 0.87 1.00 1.75 0.07 0.41 0.47 0.54 1 1 4* 12.00 3.27 13.55 13.55 6.99 -256.78 33.00 33.00 28.36 -1.71 12.76 0.86 1.00 1.23 0.06 0.57 0.67 0.73 1 1 ROOF BEAM 2 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 11.88 3.49 13.80 13.80 2.77 -243.60 33.00 33.00 28.90 5.63 20.49 0.88 1.00 1.60 0.02 0.53 0.61 0.63 1 1 2 11.88 3.49 13.57. 13.57 0.84 -231.19 43.99 43.99 34.44 5.63 20.49 0.88 1.00 1.67 0.01 0.41 0.49 0.50 14 1 3 11.88 3.49 13.80 13.57 2.43 183.65 33.00 28.90 33.00 3.60 20.49 0.88 1.00 1.96 0.02 0.46 0.40 0.48 1 1 4 11.88 3.49 13.57 13.57 2.05 261.91 33.00 28.90 33.00 -2.61 27.31 0.88 1.00 1.16 0.02 0.67 0.63 0.69 1 13 5* 11.88 3.49 13.80 13.80 1.78 257.12 33.00 28.90.33.00 -2.62 27.31 0.88 1.00 1.01 0.02 0.64 0.56 0.66 .1 13 ROOF BEAM 4 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 11.88 3.49 13.80 13.80 2.77 -243.60 33.00 33.00 28.90 5.63 20.49 0.88 1.00 1.60 0.02 0.53 0.61 0.63 1 1 2 11.88 3.49 13.57 13.57. 0.84 -231.19 43.99 43.99 34.44 5.63 20.49 0.88 1.00 1.67 0.01 0.41 0.49 0.50 13 1 3 11.88 3.49 13.80 13.57 2.43 183.65 33.00 28.90 33.00 3.60 20.49 0.88 1.00 1.96 0.02 0.46 0.40. 0.48 1 1 4 11.88 3.49 13.57 13.57 2.05 261.91 33.00 28.90 33.00 -2.61 27.31 0.88 1:00 1.16 0.02 0.67 0.63 0.69 1 14 5* 11.88 3.49 13.80 13.80 1.78 257.12 33.00 28.90 33.00 -2.62 27.31 0.88 1.00 1.01 0.02 0.64 0.56 0.66 1 14 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 36 ----------------------------------------------------------=------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN, ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------- # 2 DESCRIPTION LRF 30'-0" ----------------------------------------------------------------------------------------------------- 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 COLUMN 5 - 4 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 8.00 2.79 8.28 8.28 7.06 0.00 32.61 31.45 33.00 3.02. 22.69 0.99 0.85 1.75 0.08 0.00 0.00 0.08 1 3 2 9.20 2.94. 9.79 9.79 7.06 -76.97 19.12 33.00 29.24 -1.71 16.92 0.89 1.00 1.75 0.13 0.24 0.24 0.37 1 1 3 10.40 3.08 11.36• 11.36 7.03 -153.96 33.00 33.00 28.84 -1.71 14.87 0.87 1.00 1.75 0.07 0.41 0.47 0.54 1 1 4* 12.00 3.27 13.55 13.55• 6.99 - -256.78 33.00 33.00 28.36' -1.71 12.76 0.86 1.00 1.23 0.06 0.57 0.67 0.73 1 1 F R A M E D E S I G N. - W E L D S U M M A R Y DATE: 06/19/00 CARDS TIME: 09:02 AM PAGE:F 37 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -----------------------------------------------------------------------------------------.------------7---------------------7------- # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV63240 1 0.120 0.251 1/8 2.620 1 1 2 OV63242 1 0.140 0.377 1/8 2.620 2 1 1 THE FLANGE-TO-WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS F I N A L F R A M E D E S I G N - S PLICE SUMMARY DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 38 ------------------------------=---------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -------------------------------=------------------------------------------------------------------------------ # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 --------------------- SPLICE LOCATION MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT NO TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN -KIPS 01 COLUMN 00 1 1 1 DL + WLL -3.59 3.07 0.00 DL + WLL -3.59 3.07 0.00 02 2 4 DL + WLL -3.72 0.92 256.47 DL + LL 6.97 -1.81 -256.78 03 COLUMN 01 1 4 1 DL + WLR -3.59 3.07 0.00 DL + WLR -3.59 3.07 .0.00 04 2 4 DL + WLR -3.72 0.92 256.47 DL + LL 6.97 -1.81 -256.78 05 BEAM 01 1 2 5 DL + LL 1.78 -0.30 257.12 DL + WLL -1.09 -0.62 -90.45 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS POSITIVE REACTION DIRECTION R H KIPS Horizontal Force to Right V 2---3---4 V KIPS Vertical Force Up +---H Z / 1 5 ** P Delta Analysis Performed ** No. Loading Combination 1H 1V 5H 5V Sum H Sum V 1 F R A M E D E S I G N - R E A C T I O N S 7.04 0.00 DATE: 06/19/00 2 DL + WLL -3.07 -3.59 -1.33 CADDS TIME: 09:02 AM -4.67 3 DL + WLR 1.33 -1.08 PAGE:F 39 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 0.67 1.69 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) PDL+0.70PL+2.80EQL DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 30'70" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 7 POSITIVE REACTION DIRECTION R H KIPS Horizontal Force to Right V 2---3---4 V KIPS Vertical Force Up +---H Z / 1 5 ** P Delta Analysis Performed ** No. Loading Combination 1H 1V 5H 5V Sum H Sum V 1 DL +,LL 1.80 7.04 -1.80 7.04 0.00 14.08 2 DL + WLL -3.07 -3.59 -1.33 -1.08 -4.40 -4.67 3 DL + WLR 1.33 -1.08 3:07 -3.59 4.40 -4.67 4 DL + EQL/1.4 0.02 1.14 -0.67 1.69 -0.66 2.83 5 DL + EQR/1.4 0.67 1.69 -0.02 1.14 0.66 2.83 6 PDL+0.70PL+2.80EQL not applicable 7 PDL+0.70PL+2.80EQR not applicable 8 0.85PDL + 2.80EQL not applicable 9 0.85PDL + 2.80EQR not applicable 10 DL +2.80EQL not applicable 11 DL +2.80EQR not applicable 12 DL + EWP 0.66 -1.87 -0.66 -1.87 0.00 -3.74 13 DL + WLL - IP -2.81 0.21 -2.52 0.75 -5.34 0.96 14 DL + WLR - IS 2.52 0.75 2.81 0.21 5.34 0.96 ID Load Case 1H 1V 5H 5V Sum H Sum V DL DEAD LOAD 0.35 1.42 -0.35 1.42 0.00 2.83 LL LIVE LOAD 1.46 5.63 -1.46 5.62 0.00 11.25 WLL WIND LOAD LEFT -3.41 -5.01 -0.98 -2.49` -4.40 -7.50 WLR WIND LOAD RIGHT 0.98 -2.49 3.41 -5.01 4.40 -7.50 IP WIND INT PRESSURE -0.26 -3.80 1.19 .-1.83 0.94 -5.62 IS WIND INT SUCTION -1.19 -1.83 0.26 -3.80 -0.94 -5.63 EQ SEISMIC LOAD -0.46 -0.38 -0.46 0.38. -0.91 0.00 SLL MIN SNOW LOAD LEFT 0.73 4.27 -0.73 1.36 0.00 5.62 SLR MIN SNOW LOAD RIGHT 0.73 1.36 -0.73 4.27 0.00 5.63 EWP EW WIND PRESSURE 0.32 -3.29 -0.32 -3.26 0.00 -6.57 EWS EW WIND SUCTION 0.32 -3.29 -0.32 -3.28 0.00 -6.57 PDE P Delta Unit Story S 0.00 -0.44 0.00 0.44 0.00 0.00 FINAL FRAME DESIGN - S TRESS SUMMARY DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 40 -------------- -------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 -----------------------------------------------------------------------------------.------------------------------------------- MEMBER NO. 1 JOINT 1 - 2 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 12.51 55. 3 5.01 FT. 8.00 IN 12.00 IN 5.000 X .188 .120 5.000 X .188 0.733 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES --- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 6.99 -256.78 2.13 -18.96 -18.96 33.00 33.00 28.36 MEMBER NO. 2 JOINT 2 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. 1 15.00 55. 4 5.00 FT 11.88 IN 11.88 IN 5.000 X .188 .140 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES --- SECT. FORCE MOMENT AXIAL FBO FBI NO.A KIPS) (IN -KIP) (KSI) (KSI) (KSI) 1 2.05 261.91 0.59 19.30 20.67 MEMBER NO. 3 ---------------------------------- JOINT 4 - 3 ---ALLOWABLE STRESSES --- FA FBO FBI (KSI) (KSI) (KSI) 33.00 28.90 33.00 SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT NO. (FT) STRESS SEGS SIZE START END 1 15.00 55. 4 5.00 FT 11.88 IN 11.88 IN CONTROLLING ACTIONS . --------------SHEAR-------------- FORCE ALLOW STRESS LOAD (KIPS) (KIPS) RATIO COND -1.71 12.76 0.134 1 COMB. STRESS LOAD INNER FL. RATIO COND 5.000 X .188 0.686 1 --------------SHEAR-------------- FORCE ALLOW STRESS LOAD (KIPS) (KIPS) RATIO COND 5.63 20.49 0.275 1 WEB COMB. STRESS LOAD OUTER FL. THK. INNER FL. RATIO COND 5.000 X .188 .140 5.000 X .188 0.686 1 ---AXIAL--- - MAXIMUM STRESSES--- ---ALLOWABLE STRESSES --- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 2.05 261.91 0.59 19.30 20.67 .33.00 28.90 33.00 --------------SHEAR------------" FORCE ALLOW STRESS LOAD (KIPS) (KIPS) RATIO COND 5.63 20.49 0.275 1 FINAL FRAME DESIGN - STRES S SUMMARY DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:F 41 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR)' (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 4 JOINT 5 - 4 ------- - -------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB. COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 12.51 55. 3 5.01 FT 8.00 IN 12.00 IN 5.000 X .188 .120 5.000 X .188 0.733 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 6.99 -256.78 2.13 -18.96 -18.96 33.00 33.00 28.36 -1.71 12.76 0.134 1 POSITIVE DEFLECTION DIRECTION R H INCHES Horiz. Deflection to Right V 2---3---4 V INCHES Vertical Deflection Up +---H / 1 5 z ** P Delta Analysis Performed ** No. Loading Combination Cd 2H 1 FRAME DESIGN - J O I.N T D E F L E C T I O N S 2 DL DATE: 06/19/00 N 1.548 3 DL + WLR CADDS TIME: 09:02 AM 4 DL + EQL/1.4 N 0.337 PAGE:F 42 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # .530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 14 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 POSITIVE DEFLECTION DIRECTION R H INCHES Horiz. Deflection to Right V 2---3---4 V INCHES Vertical Deflection Up +---H / 1 5 z ** P Delta Analysis Performed ** No. Loading Combination Cd 2H 1 DL + LL N -0.174 2 DL + WLL N 1.548 3 DL + WLR N -1.421 4 DL + EQL/1.4 N 0.337 5 DL + EQR/1.4 N -0.404 12 DL + EWP N 0.025 13 DL + WLL - IP N 2.264 14 DL + WLR - IS N -2.276 2V 3H 3V 4H 4V -0.010 0.000 -1.081 0.174 -0.010 -0.014 1.482 0.392 1.421 0.021 0.021 -1.482 0.392 -1.548 -0.014 -0.006 0.370 -0.208 0.404 0.002 0.002 -0.370 -0.208 -0.337 -0.006 0.003 0.000 0.177 -0.025 0.003 -0.030 2.266 -0.039 2.276 0.029 0.•029 -2.266 •-0.039 -2.264 -0.030 POSITIVE DEFLECTION DIRECTION H INCHES Horizontal to the Right V INCHES Vertical Up MAXIMUM MEMBER DEFLECTIONS FRAME DES IGN - M E M B E R D E F L E C T I O N S No. Loading Combination DATE: 06/19/00 DEFL 1 DL + LL 3 -0.331 CADDS TIME: 09:02 AM + WLL 5 1.548 3 DL + WLR PAGE:F 43 ---------------------------------------------------------------------=------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 . BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia 13 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) + WLR - IS DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 POSITIVE DEFLECTION DIRECTION H INCHES Horizontal to the Right V INCHES Vertical Up MAXIMUM MEMBER DEFLECTIONS MEMBER 1H No. Loading Combination PT DEFL 1 DL + LL 3 -0.331 2 DL + WLL 5 1.548 3 DL + WLR 5 -1.421 4 DL + EQL/1.4 5 0.337 5 DL + EQR/1.4 5 -0.404 12 DL + EWP 3 0.030 13 DL + WLL - IP 5 2.264 14 DL + WLR - IS 5 -2.276 MEMBER 2V PT DEFL 6 -1.081 6 0.392 3 0.421 4 -0.213 6 -0.208 6 0.177 3 -0.277 3 0.220 MEMBER 3V PT DEFL 6 -1.081 3 0.421 6 0.392 6 -0.208 4 -0.213 6 0.177 3 0.220 3 -0.277 MEMBER 4H PT DEFL 3 0.331 5 1.421 5 -1.548 5 0.404 5 -0.337 3 -0.030 5 2.276 5 -2.264 LEFT SIDE SLOPE (P/12.) DIST. TO RIDGE COLUMN OFFSET GIRT DEPTH PURLIN DEPTH SPAN 1 = 30.000 FT. -R- OV63242 OV63242 0 FINAL FRAME DESIGN - F R AM E L A Y O U T 6 DATE: 06/19/00 3 " 2 2 4 CADDS TIME: 09:02 AM 0 ----------------------------------------------------------------------- PURLIN DEPTH = 8.000 IN. --------------------------------------------- ORDER # 062714 --------------- BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 LEFT SIDE SLOPE (P/12.) DIST. TO RIDGE COLUMN OFFSET GIRT DEPTH PURLIN DEPTH SPAN 1 = 30.000 FT. -R- OV63242 OV63242 0 0 V V 6 6 3 • 3 " 2 2 4 4 0 0 1 2.000 15.000 FT. 1.062 IN. = 9.500 IN. 8.000 IN. (PURLIN UNINSULATED) SPAN WIDTHS (LEFT TO RIGHT) RIGHT SIDE SLOPE (P/12.) = 2.000 DIST. TO RIDGE = 15.000 FT. COLUMN OFFSET = 1.062 IN. GIRT DEPTH = 9.500 IN. PURLIN DEPTH = 8.000 IN. 0 DATE: 06/19/00 CADDS TIME: 09:02 AM P4oE : S1 --=----------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX ------------=-------------------------------------------------------- BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ----------------------------------------------------------------------------------------------------------------------------------- BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) (UNIT) ------ •(FRAMELINES) ------------ PAGE NO. -------- DESIGN FRAME # ------ -------------- 1 EWDS 30'-0" 14'-4" ------ 16 PSF ------ 80 MPH ----------- UBC 97 ------- 2.00 TO 12 1 FEW,REW .... S 1 DESIGN FRAME # 2 LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.00 TO 12 1 Z S49 0 RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 02 STRESS RATIO LIMIT 1.030 COVER SHEET SIGN CONVENTIONS APPLIED LOADS SUMMARY PART DIMENSIONS BOLTS / SPLICE PLATE INFORMATION REPORTS SELECTED BOLT LOADS / ALLOWABLES LAYOUT SKETCH FLANGE / WEB PLATE INFORMATION WELD INFORMATION. SPLICES SELECTED SPL MEMB SEQ Connection I GROUP INFORMATION NUM NUM NUM Description NUM Connection Plate Opt --- --- ----------------------- + ----------------=-------------- + 1 01 S P L I C E D E S I G N - C O V E R S H E E T 2 01 2 Knee Splice 10 Optimization w/ Std CADDS DATE: 06/19/00 1 Pinned Base Plate 11 Analysis Only PAGE:S 2 TIME: 09:02 AM 2 Int. Col. to Roof Bm 12 Optimization w/ Std Plates ORDER # 062714 BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME -.JACK HOFFMAN (CODE/YEAR) ENGR GRP - (SLOPE) Plates 7 02 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) Std Plates DESIGN SYSTEM --------------------------------------------------------------------------------------------.------ FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 Plates RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 02 STRESS RATIO LIMIT 1.030 COVER SHEET SIGN CONVENTIONS APPLIED LOADS SUMMARY PART DIMENSIONS BOLTS / SPLICE PLATE INFORMATION REPORTS SELECTED BOLT LOADS / ALLOWABLES LAYOUT SKETCH FLANGE / WEB PLATE INFORMATION WELD INFORMATION. SPLICES SELECTED SPL MEMB SEQ Connection I GROUP INFORMATION NUM NUM NUM Description NUM Connection Plate Opt --- --- ----------------------- + ----------------=-------------- + 1 01 1 Pinned Base Plate 9 Analysis Only 2 01 2 Knee Splice 10 Optimization w/ Std Plates 3 03 1 Pinned Base Plate 11 Analysis Only 4 03 2 Int. Col. to Roof Bm 12 Optimization w/ Std Plates 5 05 1 Pinned Base Plate 9 Analysis Only 6 05 2 Knee Splice 10 Optimization w/ Std Plates 7 02 1 Intermediate Roof Bm -13 Optimization w/ Std Plates 8 04 1 Intermediate Roof Bm 13 Optimization w/ Std Plates ASSEMBLY INFORMATION NUM Stiffener Opt -----Weld-Opt ------- -- --------------------------- OV63232 01 Full Optimization Design w/ Combined Welds OV63232 02 Full Optimization Design w/ Combined Welds OV63234 01 Full Optimization Design w/ Combined Welds OV63238 01 Full Optimization Design w/ Combined Welds OV63238 02 Full Optimization Design w/ Combined Welds OV63236 03 Full Optimization Design w/ Combined Welds OV63232 01 Full Optimization Design w/ Combined Welds OV63232 02 Full Optimization Design w/ Combined Welds OV63234 61 Full Optimization Design w/ Combined Welds OV63234 02 Full Optimization Design w/ Combined Welds OV63236 01 Full Optimization Design w/ Combined Welds OV63234 02 Full Optimization Design w/ Combined Welds OV63236 02 Full Optimization Design w/ Combined'Welds Dimensions at Connection Flg. to Flg. Dimension Offset from Structure Line Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) P A R T D I M E N S I O N S Column Sidewall Endwall 11.876!' 1.000" 6.000" 12'- 6.106" 11.876" 0.000 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 06/19/00 CADDS PAGE:S 3 TIME: 09:02 AM ----- ORDER ------------------------------------------------------------------------7----------------------------------- # 062714 BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC .97 2.000 TO 12 SPLICE # 01 -------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) -------------- (kips) (kips) ------- FACTOR STRENGTH ------ -------- 1 DL + LL Std Des 2.01 -0.13 0.00 •1.00 N 2 DL + WLL Std Des -1.08 1.52 0.00 1.33 N 3 DL + WLR Std.Des 0.43 -1.18 0.00 1.33 N 4 DL + EQL/1.4 Std Des 0.27 0.15 0.00 1.33 N 5 DL + EQR/1.4 Std Des 0.57 -0.20 0.00 1.33 N 6 PDL+0.70PL+2.SOEQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -0.49 -0.60 0.00 1.33 N 13 DL + EWS Std Des -0.49 -.0.60 0.00 1.33 N 14 DL + WLL-- IP Std Des 0.00 1.71 0.00 1.33 N 15 DL + WLR - IS Std Des 0.54 -1.45 0.00 1.33 N Dimensions at Connection Flg. to Flg. Dimension Offset from Structure Line Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) P A R T D I M E N S I O N S Column Sidewall Endwall 11.876!' 1.000" 6.000" 12'- 6.106" 11.876" 0.000 S P L I C E D E S I G N - B 0 L T S / S P L I C E P L A T E DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 4 ------------------------------ ---------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME ',JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts -------------------------------------------------------------------------------------------------------------------------- --- - - - - - - S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0042852 ORIENTATION NORMAL PLATE WIDTH 8.000" PLATE LENGTH 12.500" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000" DESIGN STRESS RATIO 0.036 CONTROLLING COND. 2 CONTROLLING LOCATION Outer Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" C O N. C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE CONCRETE STRENGTH CONTROLLING LOAD COND. NUMBER ACTUAL ULTIMATE CONCRETE STRESS FACTORED ULT. ALLOW. CONCRETE STRESS CONCRETE STRESS RATIO. 145.000 ( In**2 ) 3.000 KSI 1 0.032 KSI 1.842 KSI 0.017 S P L I C E D E S I G N - B O L T L.O A D S / A L L O W A B L E S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 5 -------------------------------------------------------------------------------7---------------------------------7----------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT- BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME #. 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC - 97 2.000 TO 12 SPLICE # 01 ---------------------------=---------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - --------------------------------- S Nuts B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 'OUTER 4 INNER 4INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) -------------------------------- (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 0.540 1.718 13.329 1.223 26.659 3 Total Section is in Compression 1.095 13.329 0.000. 26.659 4 Total Section is in Compression 0.017 13.329 0.000 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 6 Category 3 Load Combination - Does not apply to Splice.Design: 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.244 0.676 13.329 0.553 26.659 13 0.244 0.676 13.329 0.553 26.659 14 Total Section is in Compression 1.928 13.329 0.000 26.659 15 Total Section is in Compression 1.338 13.329 0.000 26.659 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 6 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12- SPLICE 2.SPLICE # 01 TYPE : Pinned Base Plate, SUBTYPE : No Ext Corner - S Nuts ------------------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0042852 8.000" X 12.500" X 0.500" OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 -+---------i 3.000" 9.500" 176" INSIDE FLANGE I _1 - 0.1-88 X 5.000 +------------- COLUMN +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W 0 W O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF ----------------------------- BOLTS: 0.750" DIA A307 NO WASHERS OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange, Flange to Splice Plate COLUMN SIDE DESCRIPTION 1/8" 0:05 3.71 0.015 2 1/811 D E S I G N - F L A N G E A N D W E B P LAT E I N FORMAT I N F O R M A T I O N I O N W E S P L I C E MAXIMUM STRESSES -------- -------------WELD FILLET -- SIZE ------------------------- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD CADDS S. Near Side Far Side DATE: 06/19/00 Win) Win) COND PAGES 7 TIME: 09:02 AM -# --------------------------------------------------------------------------------------------------------LDR ORDER # 062714 BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-45 20 BLDR ACCOUNT # 20-04-007-90 ACC ENG GRP - Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE E # 530-345-7296 PROJ NAM - JACK HOFFMAN (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 (TYPE) DESCRIPTION EWDS (WIDTH) 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 S Nuts SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - F L A N G,E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO.SIZE DIST FROM - TENSION - ALLOW COMPRESSION ACT. ALLOW CSR LOAD COND T X W X L EDGE (In.) ACT. (Ksi) (Ksi) (Ksi) (Ksi) -------- Inches --------- COLUMN SIDE 0.188 X 5.000 0.000 0.28 43.99 0.62 49.50 0.012 1 OUTER 1 Main Flange 0.624 0.01 43.99 0.62 49.50 0.012 1 INNER 1 Main Flange 0.188 X 5.000 W E B 'P L A T E S •------------------ MAXIMUM STRESSES ------------------- SIZE - SHEAR --- - TENSION - COMPRESSION CSR LOAD DESCRIPTION PART NO. OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW GOND T R ------------- W X Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1.15 29.33 1.16 43.99 0.62 49.50 0.039 14 Main Web 0.120 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- DESCRIPTION FULL FILLET ---- --------- PENETRATION--------- TENSION SHEAR ALLOW CSR LOAD STRENGTH ---- Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange, Flange to Splice Plate COLUMN SIDE DESCRIPTION 1/8" 0:05 3.71 0.015 2 1/811 0.00 1.86 0.000 1 W E L D I N F O R M A T I O N W E B P L A T E S -------- MAXIMUM STRESSES -------- -------------WELD FILLET -- SIZE ------------------------- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD - LENGTH - ---- Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web 0.14 0.12 6.55 0.028 2 Web to Splice Plate 1/8" 1/8" S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 06/19/00 CADDS TIME:°09:02 AM PAGE:S 8 --------------7---------------_--------------------------- --- --------7------------------------------------------------ ORDER # 062714 BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 02 TYPE Ext Col - Roof Beam Knee SUBTYPE In Exten Flg w/EF ---------------------- ------------------------------------------------------------------------------------------- ------- LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) FACTOR STRENGTH ------------------------------------------------------ ------ -------- 1 DL + LL Std Des 1.92 -0.13 -19.78 1.00 N 2 DL + WLL Std.Des -1.22 0.21 107.86 1.33 N 3 DL + WLR Std Des 0.34 -0.36 -102.43 1.33 N 4 DL + EQL/1.4 Std Des 0.19 0.13 20.80 1.33 N- 5 DL + EQR/1.4 Std Des 0.49 -0.17 -27.25 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.BOEQL Conns -0.13 0.40 63.51 1.70 Y 11 DL +2.80EQR Conns 0.75 -0.44 -69.96 1.70 Y 12 DL + EWP Std Des -0.63 0.55 15.55 1.33 N 13 DL + EWS Std Des -0.63 0.55 15.55 1.33 N 14 DL + WLL - IP Std Des -0.14 0.39 135.88 1.33 N 15 DL + WLR - IS Std Des 0.45 -0.63 -143.05 1.33 N P A R T D I M E N S I O N S Column Roof Beam Dimensions at Connection Flg. to Flg. Dimension 11.876" 11.876" Part Slope 2.000 TO 12 Conn. Plate Angle (Degrees) 9.462 9.462 Offset from Structure Line 1.000" 0.125" Main Flange Dimensions Outer Flange Width 5.00011 Thickness .0.188" Inner Flange Width 5.000" Thickness 0.188" Adjacent Depth Change Information Distance to Depth Change 121- 6.106" 91- 1.076" Flg. to Flg. Dimension 11.876" 11.876" Adj. P1. Angle (Degrees) 0.000 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P LAT E DATE: 06/19/00 CARDS PAGES 9 TIME: 09:02 AM - --- -------------------------------------------------------------------------------- ORDER # 062714 - BUILDER NORTH VALLEY READY MIX BLDR ORDER ------------------------------ # 00-45 BLDR ACCOUNT # 20-04-007-90. BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 02 --------------------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee . SUBTYPE : In Exten Flg w/EF S P L I C E P L A T E BOTH SIDES PLATE TYPE CUSTOM PART NUMBER OV63232-02 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 15.375" PLATE THICKNESS 0.375" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.887" DESIGN•STRESS RATIO 0.329 CONTROLLING GOND. 15 CONTROLLING LOCATION Side 2 Outer Row 1 B O L T I N F 0 R M A T I.0 N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE' A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 2.637" INNER 2 2 4.125" 3.000" OUTER 2 2 5.637" 3.000" INNER 1 2 1.125" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR D E S I G N - B O L T L O A D S / A L L O W A B L E S S P L I C E CADDS DATE: 06/19/00 PAGES 10 TIME: 09:02 AM ORDER # 062714 ---------------------------------------------------------------------------------------- BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT ENGR # GRP - Visalia 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME (LIVE) - JACK HOFFMAN (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME (TYPE) (WIDTH) # 1 DESCRIPTION EWDS 30'70" (HEIGHT) 14'-4" 16 PSF 80 MPH UBC 97 2.000 Flg TO 12 SPLICE # 02 ---------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : In Exten w/EF B O L T L O A D S / A L L O W A B L E S INNER EDGE SHEAR TENSION LOAD NO OUTER EDGE OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. (Ksi) Ft All. (Ksi) ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) COLUMN SIDE 0.000 0.000 0.181 21.000 1.429 43.998 1 0.438 0.104 1.869 3.032 0.164 27.992 .9.883 58.650 2 0.000 0.000 0.000 0.000 0.168 27.992 12.509 58.650 3 3.837 1.831 0.312 0.535 0.039 27.992 1.746 58.6.51 4 0.000 0.000 0.000 0.000 0.101 27.992 3.117 58.651 5 0.956 0.433 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 1.714 0.168 23.204 5.589 56.098 10 0.000 0.000 1.031 0.000 0.000 0.227 23.204 8.277 56.097 11 11 2.539 1.183 0.310 0.478 0.264 27.992 1.560 58.649 12 0..000 0.000 0.310 0.478 0.264. 27.992 1.560 58.649 13 0.000 0.000 2.200 3.662 0.167 27.992 11.937 58.650 14 0.000 0.000 0.000 0.000 0.285 27.992 17.495 58.648 15 5.367 2.564 B O L T L O A D S / A L L O W A B L E S INNER EDGE SHEAR TENSION LOAD OUTER EDGE OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. NO OUTER 1 OUTER 2 OUTER 3 (Ksi) (Ksi) (Ksi) (Ksi) ------------------------------- (Kips per Bolt) ------------------------------ ROOF BEAM SIDE 0.000 0.000 0.181 21.000 1.144 43.998 1 0.351 0.117 1.810 2.582 0.164 27.992 8.419 58.650 2 0.000 0.365 0.000 0.000 0.168 27.992 11.441 58.650 3 3.510 1.931 0.304 0.446 0.039 27.992, 1.454 58.651 4 0.000 0.038 0.000 0.000 0.101 27.992 2.817 58.651 5 0.864 0.4.59 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination = Does not apply to Splice Design•1.001 1.446 0.168 23.204 4.713 56.098 10 0.000 0.169 0.000 0.000 0.227 23.204 7.528 56.097 11 2.309 1.250 0.298 0.415 0.264 27.992 1.355 58.649 12 0.000 0.079 0.298 0.415 0.264 27.992 1.355 58.649 13 0.000 0.079 2.136 3.087 0.167 27.992 10.062 58.650 14 0.000 0.358 0.000 0.000 0.285 27.992 16.005 58.648 15 4.910 2.704 SPLICE PLATE OV63232-02 6.000" X 15.375" X 0.375" 0.887" OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.188 X 5.000 ----+---------+--- . 2.637" 1 3.000" 12.927" 5.613" COLUMN SIDE -->I<-- ROOF BEAM.SID1 +- 2.750"-+ ----------------------------- FFFFFFFFFFFEFEFEFEFEFEF W o W o W W W o W o W W W W W W W W W W W W W W W W W W W W W W W W W W W o W o W FFFFFFFFFFFFMSMSMSMSMSM W o W 0 W W ----------------------------- 12.1 175" BOLTS: 0.625" DIA A325 NO WASHERS END FLANGE 0.375 X 6.000 X 11.813 MAIN WEB 0.120 MAIN STIFFENER 0042872 0.250 X 2.500 X 11.000 NS/FS S P L I C E D E S I G N - L A Y OUT S K E T C H DATE: 06/19/00 CADDS PAGE:S 11 TIME: 09:02 AM ----------------------- ----- --- -------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------- ORDER # 062714 I ----------------------------------- BUILDER - NORTH VALLEY READY MIX BLDR ORDER.# 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 02 ------------------------------------ TYPE : Ext Col - Roof Beam Knee ----------------------------------------------------------------------------------------------- SUBTYPE : In Exten Flg w/EF SPLICE PLATE OV63232-02 6.000" X 15.375" X 0.375" 0.887" OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.188 X 5.000 ----+---------+--- . 2.637" 1 3.000" 12.927" 5.613" COLUMN SIDE -->I<-- ROOF BEAM.SID1 +- 2.750"-+ ----------------------------- FFFFFFFFFFFEFEFEFEFEFEF W o W o W W W o W o W W W W W W W W W W W W W W W W W W W W W W W W W W W o W o W FFFFFFFFFFFFMSMSMSMSMSM W o W 0 W W ----------------------------- 12.1 175" BOLTS: 0.625" DIA A325 NO WASHERS END FLANGE 0.375 X 6.000 X 11.813 MAIN WEB 0.120 MAIN STIFFENER 0042872 0.250 X 2.500 X 11.000 NS/FS S P L I C E D E S I G N - F L A N G E A N D W E B P LAT E I N F O R M A T I O N DATE: 06/19/00 CARDS PAGES 12 TIME: 09:02 AM ------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER NORTH VALLEY READY MIXBLDR ORDER # 00745 BLDR ACCOUNT # Visalia 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN . (CODE/YEAR) ENGR GRP - (SLOPE) (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC Exten 97 - 2.000 TO 12 F1 W/EF SPLICE # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : In ---------------------- F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION ACT. 'ALLOW CSR LOAD COND T X W X L EDGE ACT. ALLOW -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.188 X 5.000 0.887 4.15 43.99 9.27 65.98 0.140 14 14 INNER 2 Main Flange 0.188 X 5.000 2.448 9.76 43.99 13.74 65.98 0.222 ROOF BEAM SIDE 0.375 X 6.000 X 11.813 0.000 0.66 43.99 4.52 65.98 0.068 14 OUTER 1 End Flange INNER 2 Main Stiffener 0042872 0.250 X 2.500 X 11.000 2.500 3.67 43.99 8.35 65.98 0.127 15 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - ALLOW COMPRESSION ACT. ALLOW CSR LOAD COND T X W X OL X IL ACT. ALLOW ACT. ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 0.52 29.33 18.60 43.99 13.27 65.98 0.423 15 Main Web 0.120 ROOF BEAM SIDE 10.74 23.70 19.11 43.99 14.53 65.98 0.453 15 Main Web 0.120 W E L D I N F O R M A T I O N COLUMN SIDE F LANG E P L A T E S --- WELD SIZE --------- --------- -------- MAXIMUM STRESSES -------- DESCRIPTION FULL STRENGTH ------------ ---- ---- FILLET --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 Main Flange0.79 3/16" 8.27 0.097 15 Flange to Splice Plate YES 3/1611 INNER 2 Main Flange" 1 87 8.27 0.227 14 Flange to Splice Plate YES 3/16" 3/16 S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 13 ------------------------- --------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH). (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 02 - - - - - - - - - - - - - - - - - - - - - - - - - - - TYPE : Ext Col - - - - - - - - - - - - - - 7 - - - - - Roof Beam Knee - - - - - - - - - - - - - - - - - - - SUBTYPE : In Exten -.11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Flg w/EF - - - - - - - - - - - 7 - - - - - - - - - - - - - - W E L D I N F O R M A T I.O N COLUMN SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION ----=---- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 2.23 0.06 7.42 0.301 15 W E L D I N F O R M A T I O N ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD -SIZE ------.------------- •-- ------ MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- -- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) Win) (k/iri) COND OUTER 1 End Flange End Flg to Splice P1 3/16" 0.25 5.57 0.045 15 End Flg to Outer Flg 1/8" 0.00 1.86 0.000 1 INNER 2 Main Stiffener Stiffener to Splice P1 1/8" 1/8" 0.91 7.42 0:124 14 Stiffener to Web Plate 1/8" 0.47 2.47 0.192 15 W E L D I N F O R M A T I O N ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -7------ MAXIMUM STRESSES --------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 2.29 1.31 6.95 0.380 15 Web to End Flange 1/8" 0.32 2.47 0.130 14 Column Dimensions at Connection Flg. to Flg. Dimension 7.8.76" Offset from Structure Line 1.000" Adjacent Depth Change Information Distance to Depth Change 141- 0.163" Flg. to Flg. Dimension 7.876" Adj. P1. Angle (Degrees) 0.000 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y CADDS DATE: 06/19/00 PAGE:S 14 TIME: 09:02 AM ORDER # 062714 BUILDER ----- - NORTH ---------------------------------------------------------------------------- -------- VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04=007-90 ENGR GRP - Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 (HEIGHT) PROJ NAME - (LIVE) JACK HOFFMAN (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION (TYPE) EWDS (WIDTH) 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 Ext EWI Pin 2.000 TO 12 S Nuts SPLICE # 03 ------------------- - ---------- TYPE ------------------------------------ Pinned Base Plate SUBTYPE : No LOAD DESCRIPTION DESIGN AXIAL SHEARX SHEAR Y STRESS MEMBER NO -------------------- CATEGORY (kips) (kips) (kips) FACTOR STRENGTH 1 DL +'LL Std Des 5.16 0.00 0.00 1.00 N 2 DL + WLL Std Des -1.16 0.00 0.00 1.33 N 3 DL + WLR Std Des -1.16 0.00 0.00 1.33 N 4 DL + EQL/1.4 Std Des 1.00 0.00 0.00 1.33 N 5 DL + EQR/1.4 Std Des 1.00 0.00 0.00 3 Load Combination = 1.33 N Does not apply to Splice Design. 6 PDL+0.70PL+2.BOEQL Axial C Axial C Category Category 3 Load Combination _ Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 8 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. to this Splice Type. 10 DL +2.80EQL Conns Category 2 Load Combination Combination - Does not apply - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Std Des Category -0.38 2 Load 0.44 0.00 1.33 N 12 13 DL + EWP DL + EWS Std Des -0.38 -0.38 0.00 1.33 N 14 DL + WLL -.IP Std Des 0.40 0.00 0.00 1.33 N 15 DL + WLR - IS Std Des 0.40 0.00 0.00 1.33 N P A R T D I M E N S I O N S Column Dimensions at Connection Flg. to Flg. Dimension 7.8.76" Offset from Structure Line 1.000" Adjacent Depth Change Information Distance to Depth Change 141- 0.163" Flg. to Flg. Dimension 7.876" Adj. P1. Angle (Degrees) 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P LAT E CARDS DATE: 06/19/00 PAGES 15 TIME: 09:02 AM ----- -- ------- -------- BUILDER NORTH --- --------------------------- ------------------------------------------------------------------- ORDER # 062714 VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE)- (WIDTH) (HEIGHT) (LIVE) (WIND). (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 03 TYPE : Pinned Base Plate SUBTYPE : No Ext EWI Pin - S Nuts -------- ----------------------------------------- ------------------------------------------------------------------------------ ---------------------------------------------------------------------.----------------- PLATE TYPE PART NUMBER ORIENTATION PLATE WIDTH PLATE LENGTH PLATE THICKNESS PLATE YIELD STRESS PLATE OFFSET DESIGN STRESS RATIO CONTROLLING COND. CONTROLLING LOCATION S P L I C E P L A T'E STANDARD 0042856 NORMAL 8.000" 8.500" 0.500" 55.00 KSI 0.000" 0.088 1 Cat. 2 Compression B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" _BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" C O N C R E T E S T R E S S E S MIN. DESIGN.FOOTING SIZE 105.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.121 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.901 KSI CONCRETE STRESS RATIO 0.064 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 06/19/00 CARDS TIME: 09:02 AM PAGES 16 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER- NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP '- Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 03 TYPE Pinned Base Plate SUBTYPE No Ext EWI Pin - S Nuts B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER.2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 0.577 0.000 13.329 1.307 26.659 3 0.577 0.000 13.329 1.307 26.659 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8, Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.191 0.492 13.329 0.433 26.659 13 0.191 0.431 13.329 0.433 26.659 14 Total Section is in Compression 0.000 13.329 0.000 .26.659 15 Total Section is in Compression 0.000 13.329 0.000 26.659 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 06/19/00 CARDS TIME: 09:02 AM PAGES 17 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 06.2714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 03 TYPE Pinned Base Plate SUBTYPE No Ext EWI Pin - S Nuts - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - SPLICE,PLATE 0042856 COLUMN BOLTS: 0.750" DIA A307 NO WASHERS 8.000" X 8.500" X-0.500" OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 -+---------a 3.000" 5.500" 7.876" INSIDE FLANGE 1 _1_ 0.188 X 5.000 -+------------- +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W 0 W 0 W .W W W W W .W W W • W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION 1/8" 0.05 3.71 0.015 2 1/8" E S I G N - F L A N G E AND WEB P L A T E I N F O R M A T I O N W E S P L I C E D MAXIMUM STRESSES --TETT-- ----------- -------------WELD FILLET -- SIZE ------------------------- --------- PENETRATION --- - ----- TENSION SHEAR ALLOW CSR LOAD CARDS S. Near Side Far Side DATE: 06/19/00 Win) Win) COND PAGE:S 18 TIME: 09:02 AM ----------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # ENGR GRP - Visalia 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN (LIVE) (WIND) (CODE/YEAR) (SLOPE) (TYPE) (WIDTH) (HEIGHT) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 EWI Pin 2.000 TO 12 - S Nuts SPLICE # 03 ----------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST.FROM - TENSION ACT. - ALLOW COMPRESSION ACT. ALLOW CSR LOAD COND T X W X L EDGE (In.) (Ksi) (Ksi) (Ksi) (Ksi) -------- Inches --------- COLUMN SIDE 0.188 X 5.000 0.000 0.29 43.99 1.8 49.50 0.037 1 OUTER 1 Main Flange 0.624 0.06 43.99 1.855 49.50 0.037 1 INNER 1 Main Flange 0.188 X 5.000 W E B P L A T E S MAXIMUM STRESSES ------------------- SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD DESCRIPTION PART NO. W X OL X IL ACT. ALLOW ACT. ALLOW ACT: ALLOW COND T X ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 0.44 29.33 1.18 43.99 .1.66 49.50 0.037 1 Main Web 0.120 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S WELD SIZE ---------- --------- TENSIEEE MAXIMUM STRESSES -------- DESCRIPTION FULL ------------=------ FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD STRENGTH ---- Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION 1/8" 0.05 3.71 0.015 2 1/8" 0.00 1..86 0.000 1 W E.L D I N F O R M A T I O N W E B P L A T E S --TETT-- MAXIMUM STRESSES --TETT-- ----------- -------------WELD FILLET -- SIZE ------------------------- --------- PENETRATION --- - ----- TENSION SHEAR ALLOW CSR LOAD - LENGTH - ---- Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web 0.14 7.42 0.019 3 Web to Splice Plate S P L I C E D E S I G N - A P P L,I E D L O A D S S U M M A R Y DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 19 ---------------------- w # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 .2.000 TO 12 SPLICE # 04 TYPE : Interior Col to Roof Bm SUBTYPE : EW Post Top Clip w/o Stif ------- ------- DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y ADJ MOM ALLOW MOM STRESS MEMBER NO CATEGORY (kips) (kips) (kips) (in -k) (in -k) FACTOR STRENGTH --=--=---------------------------------------------------=----------- ------ -------- 1 DL + LL Std Des 5.05 0.00 0.00 -91.49 •724.96 1.00 N 2 DL + WLL Std Des -1.30 0.00 0.00 25.37 724.96 1.33 N 3 DL + WLR Std Des -1.30 0.00 0.00 25.37 724.96 1.33 N 4 DL + EQL/1.4 Std Des 0.90 0.00 0.00 -14.99 .724.96 1.33 N 5 DL + EQR/1.4 Std Des 0.90 0.00 0.00 -14.99 724.96 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns 0..90 0.00 0.00 -14.99 724.96 1.70 Y 11 DL +2.80EQR Conns 0.90 0.00 0.00 -14.99 724.96 1.70 Y 12 DL + EWP Std -Des -0.52 -0.56 0.00 12.82 724.96 1.33 N 13 DL + EWS Std Des -0.52 0.49 0.00 12.82 724.96 1.33 N 14 DL + WLL - IP Std Des 0.29 0.00 0.00 -3.87 724.96 1.33 N 15 DL + WLR - IS Std Des 0.29 0.00 0.00 -3.87 724.96 1.33 N P A R T D I M E N S I O N S Lower End EW Post Upper End Roof Beam Top Clip Roof Beam Dimensions at Connection Flg. to Flg. Dimension 12.000" 7.500" 21.837" Part Slope 2.000 TO 12 Conn. Plate Angle (Degrees) 0.000 Main Flange Dimensions Outer Flange Width 5.000" Thickness 0.188" Inner Flange Width 5.000" Thickness 0.188" Adjacent Depth Change Information Distance to Depth Change 51- 0.000" 01- 0.000" Adj. P1. Angle (Degrees). 0.000 0.000 S'P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 06/19/00 CARDS TIME: 09:02 AM PAGE:S 20 ------------------------=----- ORDER # 062714 BUILDER ----------------------------------------------------------------------------------------------------- - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 04 --------------------------------------------------------------------------------------=-------------------------------------------- TYPE : Interior Col to Roof Bm SUBTYPE : EW Post Top Clip w/o Stif S P L I C E P L A T E PLATE TYPE FLANGE PLATE PLATE WIDTH 5.000" PLATE LENGTH 6.000" PLATE THICKNESS 0.187" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000" DESIGN STRESS RATIO 0.129 CONTROLLING GOND. 3 CONTROLLING LOCATION Inner Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.500" INNER 1 2 1.500" P O S T T O P C L I P COLUMN WEB THICKNESS 0.120" SHEAR FORCE IN BOLTS 5.055 kips CONNECTION DETAIL NO.: E137 USE PART NO. 0543358 WITHOUT BACKER PLATE CAPACITY = 13.0 kips S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 21 -----------------=----------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 04 TYPE : Interior Col to Roof Bm SUBTYPE : EW Post Top Clip w/o Stif B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ----------------------- - ------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE 1 Total Section is in Compression 0.677 21.000 0.000 43.977 2 0.319 0.319 0.173 27.992 1.042 58.650 3 0.319 0.319 0.173 27.992 1.042 58.650 4 Total Section is in Compression 0.120 27.992 0.0.00 58.651 5 Total Section is in Compression 0.120 27.992 0.000 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Total Section is in Compression 0.120 23.204 0.000 56.099 11 Total Section is in Compression 0.120 23.204 0.000 56.099 12 0.129 0.129 0.457 27.992 0.421 58.644 13 0.1290.129 0.402 27.992 0.421 58.645 14 Total Section is in Compression 0.039 27.992 0.000 58.651' 15 Total Section is in Compression 0.039 27.992 0.000 58.651 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 06/19/00 CADDS . TIME: 09:02 AM PAGES 22 ------------ =------------------------ =--------------------------------------- =----------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 04 TYPE : Interior Col to Roof Bm SUBTYPE EW Post Top Clip w/o Stif ----------------------------------------------------------------------------------------------=------------------------.------------ ROOF BEAM BOLTS: 0.625" DIA A325 NO WASHERS USE EXIST. FLG.: 5.000" X 0.188" TOP CLIP DETAIL: E137 -+--------------------"v-------------v^ +- 2.750"-+ A A 1.500" W W -+--- 0 W o W W W W W W W W W W W W W W W W W MAIN WEB 3.000" W 0.120 W W W W W W W W W W W W W W W W W. -+--- o W o 1.500" W I W -+--------------------"v-------------v^ S P L I C E D E S I G N" - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 23 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16.PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 04 ---------------------------------------------------------------------------------------------------------=------------------------- TYPE : Interior Col to Roof Bm SUBTYPE : EW Post Top Clip w/o Stif W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR---- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE Main Web 0.120 1.15 22.00 1.78 43.99 6.93 49.50 0.140 1 W E L D I N F O R M A T I O N ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to Inner Flange 6.000" 1/8" 1/8" 0.21 0.04 7.37 0.029 3 -50% MOMENT CAPACITY +50% MOMENT CAPACITY 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0.70PL+2.80EQL 7 PDL+0.70PL+2.80EQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP 13 DL + EWS 14 DL + WLL - IP 15 DL + WLR - IS Std Des Std Des Std Des Std Des Std Des Std Des Std Des Axial C Axial C Axial T Axial T Conns Conns Std Des Std Des Std Des Std Des Dimensions at Connection Flg. to Flg. Dimension Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. Pl. Angle (Degrees) 0.00 0.00 -220.69 1.00 . N 0.00 0.00 220.69 1.00- N -0.11 -1.46 8.00 1.00 N -0.10 -0.15 32.08 1.33 N 0.08 1.00 -35.54 1.33 N -0.04 -0.39 10.24 1.33 N 0.01 -0.10 -7.24 1.33 N Category 3 Load Combination - Does not apply to Splice Design. Category 3 Load Combination - Does not apply to Splice Design. Category 4 Load Combination - Does not apply to Splice Design. Category 4 Load Combination - Does not apply to Splice Design. Category 2 Load Combination - Does not apply to this Splice Type. Category 2 Load Combination - Does not apply to this Splice Type. -1.08 0.27 0.91 1.33 N -1.08 0.27 0.91 1.33 N -0.10 -1.19 70.78 1.33 N 0.36 1.07 -70.00 1.33 N P A R T D I M E N S I O N S Lower Upper Roof Beam• Roof Beam 11.876" 12.000" 101- 0.000" 51- 0.000" 11.876" 21.837" 0.000 0.000 S P L I C E D E S I G N - A P P L I E D L 0 A D S S U M M A R Y DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 35. ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 07 ----------------------------------------=---------------------------------------------=-------------------------------------------- TYPE : Intermediate Roof Beam SUBTYPE : 0/I Extens - Comp Beam LOAD' DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ------------------------ CATEGORY (kips) (kips) ------------------------------ (in -k) FACTOR STRENGTH ------ -------- -50% MOMENT CAPACITY +50% MOMENT CAPACITY 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0.70PL+2.80EQL 7 PDL+0.70PL+2.80EQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP 13 DL + EWS 14 DL + WLL - IP 15 DL + WLR - IS Std Des Std Des Std Des Std Des Std Des Std Des Std Des Axial C Axial C Axial T Axial T Conns Conns Std Des Std Des Std Des Std Des Dimensions at Connection Flg. to Flg. Dimension Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. Pl. Angle (Degrees) 0.00 0.00 -220.69 1.00 . N 0.00 0.00 220.69 1.00- N -0.11 -1.46 8.00 1.00 N -0.10 -0.15 32.08 1.33 N 0.08 1.00 -35.54 1.33 N -0.04 -0.39 10.24 1.33 N 0.01 -0.10 -7.24 1.33 N Category 3 Load Combination - Does not apply to Splice Design. Category 3 Load Combination - Does not apply to Splice Design. Category 4 Load Combination - Does not apply to Splice Design. Category 4 Load Combination - Does not apply to Splice Design. Category 2 Load Combination - Does not apply to this Splice Type. Category 2 Load Combination - Does not apply to this Splice Type. -1.08 0.27 0.91 1.33 N -1.08 0.27 0.91 1.33 N -0.10 -1.19 70.78 1.33 N 0.36 1.07 -70.00 1.33 N P A R T D I M E N S I O N S Lower Upper Roof Beam• Roof Beam 11.876" 12.000" 101- 0.000" 51- 0.000" 11.876" 21.837" 0.000 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 36 -------=--------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 07 TYPE : Intermediate Roof Beam SUBTYPE : O/I Extens - Comp Beam -------=--------------------------------------------------------------------------------------------------------------------------- 2.750" DIST FROM DIST FROM EDGE PREV ROW 1.125" S P L I C E P L A T E BOTH SIDES PLATE TYPE STANDARD PART NUMBER 0042866 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 16.750" PLATE THICKNESS 0.375" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 2.375" DESIGN STRESS RATIO, 0.971 CONTROLLING GOND. +50$ CONTROLLING LOCATION Side 1 Inner Flg 2 B O L T I N F O R MA T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS ROW IN ROW EDGE PREV ROW ROW IN ROW OUTER 1 2 1.125" INNER 1 2 - 2.750" DIST FROM DIST FROM EDGE PREV ROW 1.125" S P L I C E D E S I G N - B 0 L T L 0 A D S / A L L 0 W A B L E S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 37 ----------------------------------------------------------------------------------------------------------------------------=------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO '12 SPLICE ------------------------------------------ # 07 TYPE Intermediate ---------------------------------------------------------------------------------------- Roof Beam SUBTYPE O/I Extens - Comp Beam B 0 L T L 0 A D S / A L L 0 W A B L E S .LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) LOWER ROOF BEAM SIDE -50% 8.684 0.000 0.000 21.000 28.307 44.000 +50% 0.000 8.604 0.000 21.000 28.044 44.000 1 0.000 0.334 1.193 21.000 1.090 43.928 2 0.000 1.270 0.126 27.992 4.142 58.651 3 1.383 0.000 0.818 27.992 4.507 58.626 4 0.000 0.407 0.315 27.992 1.329 58.648 5 0.283 0.000 0.077 27.992 0.923 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.240 0.298 0.220 27.992 0.973 58.650 13 0.240 0.298 0.220 27.992 0.973 58.650 14 0.000 2.780 0.969 27.992 9.063 58.616 15 2.681 0.000 0.872 27.992 8.738 58.623 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 38 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC • 97 2.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 07 TYPE : Intermediate Roof Beam SUBTYPE : O/I Extens - Comp Beam B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) UPPER ROOF BEAM SIDE -50% 8.604 0.000 0.000 21.000 28.044 44.000 +50% 0.000 8'.604 0.000 21.000 28.044 44.000 1 0.000 0.334 1.193 21.000 1.091' 43.928 2 0.000 1.271 0.126 27.992 4.142 58.651 3 1.370 0.000 0.818 27.992 4.465 58.626 4 0.000 0.408 0.315 27.992 1.330 58.648 5 0.280 0.000 0.077 27.992 0.914 58.651 6 Category 3 Load Combination - Doesnot apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.238 0.300 0.220 .27.992 0.980 58.650 13 0.238 0.300 0.220 27.992 0.980 58.6.50 14 0.000 2.781 0.969 27.992 9.064 58.616 15 2.655 0.000 0.872 27.992 8.655 58.623 OUTSIDE FLANGE 0.188 X 5.000 )00" MAIN WEB 0.120 INSIDE FLANGE 0.188 X 5.000 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 06/19/00 2.375" CADDS o 0 OUTSIDE FLANGE FFFFFFFFFFFFFFFFFFFFFFF 0.188 X 5.000 PAGES 39 TIME: 09:02 AM W W -------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER- NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04=007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia W (TYPE) (WIDTH). (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) W DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 07 ------------------------7---------------------------------------------------------------------------------------------------- TYPE : Intermediate Roof Beam SUBTYPE : • 0/I Extens - Comp Beam 11.876" SPLICE PLATE 0042866 LOWER ROOF BEAM SIDE --> <-- UPPER ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 6.000" X 16.750" X 0.375" W W OUTSIDE FLANGE 0.188 X 5.000 )00" MAIN WEB 0.120 INSIDE FLANGE 0.188 X 5.000 +- 2.750"-+ -+----=----+--- -------------------.---------- 1.125" 2.375" -+--- o 0 OUTSIDE FLANGE FFFFFFFFFFFFFFFFFFFFFFF 0.188 X 5.000 W W W W W W W W FI W W ' W W W 11.876" W MAIN WEB 14.500" W 0.120 W W W W W W W W W W W W W W W INSIDE FLANGE _ FFFFFFFFFFFFFFFFFFFFFFF 0.188 X 5:000' -+--- 0 0 1.125" -+------------- ----------------------------- OUTSIDE FLANGE 0.188 X 5.000 )00" MAIN WEB 0.120 INSIDE FLANGE 0.188 X 5.000 S P L I C E 'D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 06/19/00 CADDS 'TIME: 09:02 AM PAGES 40 -------------------------------------------------------------------=--------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-.90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 07 ------------------------------------------------------------------------------------------------------------------------------=---- TYPE : Intermediate Roof Beam SUBTYPE : O/I Extens - Comp Beam F L A N G E P L A T E S ----------- MAXIMUM STRESSES ------------ ,LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) LOWER ROOF BEAM SIDE OUTER 2 Main Flange 0.188 X 5.000 2.375 18.48 33.00 14.38 49.50 0.560 -50% INNER 2 Main Flange 0.188 X 5.000 2.499 18.31 33.00 14.54 49.50 0.555 +50% UPPER ROOF BEAM SIDE OUTER 2 Main Flange 0.188 X 5.000 2.375 18.31 33.00 14.38 49.50 0.555 -50% INNER 2 Main Flange 0.188 X 5.000 2.375 18.31 33.00 14.38 49.50 0.555 +50% W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) LOWER ROOF BEAM SIDE Main Web 0.120 1.03 22.00 0.00 33.00 14.24 49.50 0.287 -50% UPPER ROOF BEAM SIDE Main Web 0.120 1.02 22.00 0.00 33.00 14.08 49.50 0.284 +50% W E L D I N F O R M A T I O N LOWER ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL -------------------WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 3.55 6.21 0.573 -50% INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 3.52 6.21 0.568 +50% Main Web Web to Splice Plate 1/8" 0.12 1.86 0.066 1 S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 41 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 14'-4" 16 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 07 =---------------------------------------------------------------------------------------------------------------------------------- TYPE : Intermediate Roof Beam SUBTYPE : O/I Extens - Comp Beam W E L D I N F O R M A T I O N LOWER ROOF BEAM SIDE W E B P L A T_ E S DESCRIPTION -------=----------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to Splice Plate 1/8" 0.12 1.86 0.066 1 W E L D. I N F O R M A T I O N UPPER ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL -------------------WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) (k/in) Win) COND OUTER 2 Main Flange Flange to Splice Plate YES3/16" 3/16" 3.52 6.21 0.568 -50% INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 3.52 6.21 0.568 +50% W E L D I N F O R M A T I O N UPPER ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------ - ------------ WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 0.12 1.86 0.066 1 S P L I C E D E S I G N DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 49 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIXBLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2 DESCRIPTION LRF 30'-0" 14'-411 12 PSF 80 MPH UBC 97 2.000 TO 12 RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES O1 STRESS RATIO LIMIT 1.030 COVER SHEET SIGN CONVENTIONS APPLIED LOADS SUMMARY PART DIMENSIONS BOLTS / SPLICE PLATE INFORMATION SPL MEMB SEQ Connection NUM NUM NUM Description NUM --- --- ----------------=------ + ---- REPORTS SELECTED BOLT LOADS / ALLOWABLES LAYOUT SKETCH FLANGE / WEB PLATE INFORMATION WELD INFORMATION SPLICES SELECTED GROUP INFORMATION I ASSEMBLY INFORMATION Connection Plate Opt NUM Stiffener Opt Weld Opt - ---------------------------+ - - - - -- ------------------- ------------------------ 1 01 1 Pinned Base Plate 14 'Analysis Only 2 01 2 Knee Splice 15 Optimization w/ Std Plates 3 04 1 Pinned Base Plate 14 Analysis Only 4 04 2 Knee Splice 15 Optimization w/ Std Plates 5 02 1 Ridge 16 Optimization w/ Std Plates OV63240 01 Full Optimization Design w/ Combined Welds OV63240 02 Full Optimization Design w/ Combined Welds OV63242 01 Full Optimization Design w/ Combined Welds OV63240 01 Full Optimization Design w/ Combined Welds OV63240 02 Full Optimization Design w/ Combined Welds OV63242 01 Full Optimization Design w/ Combined Welds OV63242 02 . Full Optimization Design w/ Combined Welds OV63242 02 Full Optimization Design w/ Combined Welds S P L I C E D E S I G N - C O V E R S H E E T DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 50 ------------------------------------------------------------- ORDER-# 062714 BUILDER - NORTH VALLEY READY --------------------------------------------------------------------- MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2' DESCRIPTION LRF 30'-0" 14'-4" 12 PSF .80 MPH UBC 97 2.000 TO 12 RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES O1 STRESS RATIO LIMIT 1.030 COVER SHEET SIGN CONVENTIONS APPLIED LOADS SUMMARY PART DIMENSIONS BOLTS / SPLICE PLATE INFORMATION SPL MEMB SEQ Connection NUM NUM NUM Description NUM --- --- ----------------=------ + ---- REPORTS SELECTED BOLT LOADS / ALLOWABLES LAYOUT SKETCH FLANGE / WEB PLATE INFORMATION WELD INFORMATION SPLICES SELECTED GROUP INFORMATION I ASSEMBLY INFORMATION Connection Plate Opt NUM Stiffener Opt Weld Opt - ---------------------------+ - - - - -- ------------------- ------------------------ 1 01 1 Pinned Base Plate 14 'Analysis Only 2 01 2 Knee Splice 15 Optimization w/ Std Plates 3 04 1 Pinned Base Plate 14 Analysis Only 4 04 2 Knee Splice 15 Optimization w/ Std Plates 5 02 1 Ridge 16 Optimization w/ Std Plates OV63240 01 Full Optimization Design w/ Combined Welds OV63240 02 Full Optimization Design w/ Combined Welds OV63242 01 Full Optimization Design w/ Combined Welds OV63240 01 Full Optimization Design w/ Combined Welds OV63240 02 Full Optimization Design w/ Combined Welds OV63242 01 Full Optimization Design w/ Combined Welds OV63242 02 . Full Optimization Design w/ Combined Welds OV63242 02 Full Optimization Design w/ Combined Welds Column Dimensions at Connection Flg. to Flg. Dimension 8.000" Offset from Structure Line 1.062" Adjacent Depth Change Information Distance to Depth Change 121- 6.137" Flg. to Flg. Dimension 12.000" Adj. P1. Angle (Degrees) 0.000 S P L I C E D E S I G N - A P P L I E D L O A D,S S U M MAR Y DATE: 06/19/00 CARDS TIME: 09:02 AM PAGES 51 ---------------------------------------------------------------------------------------------------------------------------------- ORDER #•062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP -.Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 01 --------------------------- TYPE ---------- Pinned Base ----------- Plate -------.----------- SUBTYPE ---------------- No Ext SW -------------------- Pin.- S Nuts -------------- - - - - -- LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) -------------- (kips) (kips) ------- FACTOR ------ STRENGTH -------- 1 DL + LL Std Des 7.04 -1.80 0.00 1.00 N 2 DL + WLL Std Des -3.59 3.07 0.00 1.33 N 3 DL + WLR Std Des -1.08 -1.33 0.00 1.33 N 4 DL + EQL/1.4 Std Des 1.14 -0.03 0.00 1.33 N 5 DL + EQR/1.4 Std Des 1.69 -0.67 0.00 1.33. N 6 PDL+0.70PL+2.BOEQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to.Splice Design. 10 DL +2.80EQL• Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -1.88 -0.66 0.00 1.33 N 13 DL + WLL - IP Std Des 0.22 2.81 0.00 1.33 N 14 DL + WLR - IS Std Des 0.75 -2.52 0.00 1.33 N P A R T D I M E N S I O N S Column Dimensions at Connection Flg. to Flg. Dimension 8.000" Offset from Structure Line 1.062" Adjacent Depth Change Information Distance to Depth Change 121- 6.137" Flg. to Flg. Dimension 12.000" Adj. P1. Angle (Degrees) 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 52 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 01 TYPE ------------------------------------------------------------ : Pinned Base Plate ----------------------------------------------------------------------. SUBTYPE : No Ext SW Pin - S Nuts S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0042357 ORIENTATION NORMAL PLATE WIDTH 9.000" PLATE LENGTH 8.437" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.43711- .437"DESIGN DESIGNSTRESS RATIO 0.168 CONTROLLING COND. 1 CONTROLLING LOCATION Cat. 2 Compression B O L T I N7 O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST.FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 2.375" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE -114.807 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD COND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.148 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.881 KSI CONCRETE STRESS RATIO 0.079 S P•L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 53 --------------------------7-------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 01 TYPE Pinned Base Plate SUBTYPE-: No Ext SW Pin - S Nuts B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR. TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 1.795 3.472 13.329 4.063 26.659 3 0.541 1.505 13.329 1.225 26.659 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.938 0.749 13.329 2.124 26.659 13 Total Section is in Compression 3.060 13.329 0.000 26.659 14 Total Section is in Compression 2.429 13.329 0.000 26.659 S P L I C E D E S I G N - L A Y O U T S.K E T C H DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 54 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND). (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80.MPH UBC 97 2.000 TO 12' SPLICE # 01 TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts ------------------------------------------------------------------------------------------------------------------7---------------- SPLICE PLATE 0042357 COLUMN BOLTS: 0.750" DIA A307 NO WASHERS 9.000" X 8.437" X 0.500" 0.437" OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0:120 INSIDE FLANGE 0.188 X 5.000 ----+---------a 2.375" 8.437" 6.062" +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W 0 W o W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF --------------- ----------------------------- S P L I C E D E S I G N - F L A N G E A N D. W E B P L A T E I N F O R M A T I O N W E DATE: 06/19/00 ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- CADDS --------- PENETRATION --------- TIME: 09:02 AM SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side .(k/in) Win) Win) GOND PAGE:S 55 ----------------------------------------------------------------------------------------------------------.------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH - UBC 97 2.000 TO 12 SPLICE # 01 ---------------------------------------------------------------------------------------------------------------------------.-------- TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts F L A N G E P L A T E S ----------- MAXIMUM STRESSES --=-------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR . LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi). (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.188 X 5.000 0.437 2.11 43.99 2.52 49.50 0.050 1 INNER 1 Main Flange 0.188 X 5.000 0.000 0.06 43.99 2'.52 49.50 0.050 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 3.27 29.33 2.72 43.99 2.52 49.50 0.111 2 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL -------------------WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION 1/8" 0.40 3.71 0.109 2 Main Web Web to Splice Plate 1/8" 1/8" 0.33 0.39 6.21 0.082 2 0.00 1.86 0.000 1 W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side .(k/in) Win) Win) GOND Main Web Web to Splice Plate 1/8" 1/8" 0.33 0.39 6.21 0.082 2 S P L I C E D E S I G N - A P P L I E D L•O A D S 'S U M M A R Y DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES .56 --------------------------------------------------------------------------------------•--------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : No Extens - Horiz w/EndF ----------------------------------------------------------------------------------------------------------------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) FACTOR STRENGTH ------------------------------------------------------ ------ -------- -50% MOMENT CAPACITY Std Des 0.00 0.00 -223.54 1.00 N +50% MOMENT CAPACITY Std Des 0.00 0.00 223.54 1.00 N 1 DL + LL Std Des 6.97 -1.81 -256.78 1.00 N 2 DL + WLL Std Des -3.72 0.92 256.47 1.33 N 3 DL + WLR Std Des -1.21 0.01 -78.91 1.33 N 4 DL + EQL/1.4 Std Des 1.07 -0.06 -4.59 1.33 N 5 DL + EQR/1.4 Std Des 1.62 -0.63 -93.56 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.BOEQR Axial C Category 3 Load Combination - Does not apply to Splice Design.. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns 0.58 0.44 74.49 1.70 Y 11 DL +2.80EQR Conns 2.10 -1.13 -172.64 1.70 Y 12 DL + EWP Std Des -2.00 1.22 68.90 1.33 N 13 DL + WLL -.IP Std Des 0.13 0.66 225.77 1.33 N 14 DL + WLR - IS Std Des 0.68 -1.18 -254.24 1.33 N P A R T D I M E N S I O N S Column Roof Beam Dimensions at Connection Flg. to Flg. Dimension 12.000" 11.876" Part Slope 2.000 TO 12 Conn. Plate Angle (Degrees) 0.000 0..000 Offset from Structure Line 1.062" 0.125" Main Flange Dimensions Outer Flange Width 5.000" Thickness 0.188" Inner Flange Width 5.000" Thickness 0.188" Adjacent Depth Change Information Distance to.Depth Change 121= 6.137" 141- 0.890" Flg. to Flg. Dimension 8.000" 11.876" Adj. P1. Angle (Degrees) 0.000 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 57 ----------------------------------------------------------------------------------------------=------------------------------------ ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : No Extens - Horiz w/EndF ----------------------------------------------------------------------------------------------------------------------------------- PLATE TYPE PART NUMBER ORIENTATION PLATE WIDTH PLATE LENGTH PLATE THICKNESS PLATE YIELD STRESS PLATE OFFSET DESIGN STRESS RATIO CONTROLLING GOND. CONTROLLING LOCATION': BOLT DIAMETER BOLT TYPE WASHERS BOLT # BOLTS ROW IN ROW OUTER 1 2 S P L I C E P L A TE BOTH SIDES STANDARD 0042915 NORMAL .8.000" 12.875" 0.375" 55.00 KSI 0.937" 0.771 -50% Side 2 Outer Row 1 B O L T I N F O R M A T I O N 0.625" BOLT GAGES - INNER: 2.750" A325 NO DIST FROM DIST FROM BOLT. # BOLTS DIST FROM DIST FROM EDGE PREV ROW ROW IN ROW EDGE PREV ROW 2.625" INNER 1 2 1.750" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR O S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 58 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE -=--------------------------------------------------------------------------------------------------------------------------------- # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : No Extens - Horiz w/EndF B 0 L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE -50% 11.181 0.000 0.000 21.000 36.444 44.000 +50% 0.000 11.316 0.000 21.000 36.886 44.000 1 10.965 0.000 1.470 21.000 35.740 43.891 2 0.000 14.017 0.748 27.992 45.689 58.631 3 4.27.8 0.000 0.011 27.992 13.945 58.651 4 Total Section is in Compression 0.052 27.992 0.000 58.651. 5 4•.242 0.000 0.511 27.992 13.827 58.642 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 0.000 3.610 0.356 23.204 11.769 56.095 11 8:064 0.000 0.920 23.204, 26.286 56.066 12 0.000 4.046 0.994 27.992 13.188 58.614 13 0.000 11.393 0.539 27.992 37.135 58.641 14 12.532 0.000 0.960 27.992 40.849 58.617 B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) --=--------------------------- (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE -50% 11.261 0.000 0.000 21.000 36.705. 44.000 +50% 0.194 10.218 0.000 21.000 33.305 44.000 1 11.072 0.000 1.470 21.000 36.089 43.891• 2 0.541 12.789 0.748 27.992 41.687 58.631 3 4.3040.000 0.011 27.992 14.029 58.651 4 Total Section is in Compression 0.052 27.992 0.000. 58.651 5 4.279 0.000 0.511 27.992 13.947 58.642 6 Category 3 toad Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 0.015 3.238 0.356 23.204 10.557 56.095 11 8.130 0.000 0.920 23.204 26.502 56.066 12 0.231 3.723 0.994 27.992 12.135 58.614 13 0.185 10.282 0.539 27.992 33.515 58.641 14 12.625 0.000 0.960 27.992 41.150 58.617 O . 12.1 375" END FLANGE 0.375 X 6.000 X 9.688 MAIN WEB 0.140 _ MAIN STIFFENER 0.188 X 2.500 X 11.375 NS/FS S P L I C E D E S I G N - L A Y O U T S K E T C H OUTSIDE FLANGE DATE: 06/19/00 FFFFFFFFFFFEFEFEFEFEFEF 0.188 X 5.000 W CADDS TIME: 09:02 AM W PAGE:S 59 -------------------------------------------------------------------------------------------------7--------------------------------- ORDER #062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-011. 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Ext Col - Roof Beam Knee SUBTYPE No Extens - Horiz w/EndF W SPLICE PLATE 0042915 COLUMN SIDE -->I<-- ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 8.000" X 12.875" X 0.375" 12.937" W MAIN WEB 8.500" W . 12.1 375" END FLANGE 0.375 X 6.000 X 9.688 MAIN WEB 0.140 _ MAIN STIFFENER 0.188 X 2.500 X 11.375 NS/FS +- 2.750"-+ 0.93711 ----+---------+--- ----------------------------- OUTSIDE FLANGE 2.625" FFFFFFFFFFFEFEFEFEFEFEF 0.188 X 5.000 W -+--- 0 W o W W W W W W W W W W W W W W W W 12.937" W MAIN WEB 8.500" W 0.120 W W W W W W W W W W W W W W W W W -+--- o W 0 1.750" W INSIDE FLANGE I _ FFFFFFFFFFFFMSMSMSMSMSM 0.188 X 5.000 -+------------- ----------------------------- . 12.1 375" END FLANGE 0.375 X 6.000 X 9.688 MAIN WEB 0.140 _ MAIN STIFFENER 0.188 X 2.500 X 11.375 NS/FS S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 60 ------------=---------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 '2.000 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : No Extens - Horiz w/EndF F L A N G E P L A T E S ----------- MAXIMUM STRESSES --=-------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD' T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -- Inches --------- (In.) (Ksi) (Ksi) .(Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange INNER 1 Main Flange ROOF BEAM SIDE OUTER 1 End Flange INNER 1 Main Stiffener DESCRIPTION COLUMN SIDE Main Web ROOF BEAM SIDE Main Web COLUMN SIDE DESCRIPTION OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate 0.188 X 5.000 0.188 X 5.000 0.937 9.26 33.00 19.84 49.50 0.400 +50% -0.062 8.13 33.00 24.52 49.50 0:495 1 0.375 X 6.000 X 9.688 0.000 1.51 33.00 8.74 49.50 0.175 +50% 0.188 X 2.500 X 11.375 0.000 7.89 33.00 23.59 49.50 0.476 1 W E B P LAT E S ------------------ MAXIMUM STRESSES ------------------- PART NO.' SIZE -- SHEAR --- TENSION - COMPRESSION CSR LOAD. T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) 0.120 1.87 22.00 33.68 33.00 23.97 49.50 1.019 +50% 0.140 15.73 18.83 32.88 33.00' 24.14 49.50 0.995 -50% W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL ------------------- WELD SIZE ----------------=-- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in). (k/in) (k/in) COND YES 3/16" 3/16" 1.78 6.21 0.287 -50% YES 5/16" 1.56 6.21 0.252 +50% Main Web Web to Splice Plate S P L I C E D E S I G N - W E L D I N F O R M A T I O N 5.57 DATE:. 06/19/00 .+50% W E L D I N F O R CADDS TIME: 09:02 AM ROOF BEAM SIDE PAGE:S 61. ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) WELD DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH, UBC 97 2.000 TO 12 SPLICE # 02 ------------------------= TYPE : Ext Col - Roof Beam Knee ---------------------------------------------------------------------------------------------------------- SUBTYPE : TENSION No Extens - Horiz w/EndF CSR LOAD W E L D I N F O R M A T I O N Face In Face Win) COLUMN SIDE COND OUTER 1 End Flange W E B P L A T E S End Flg to Splice P1 DESCRIPTION -------------------------- WELD SIZE ------------------------- 0.58 -------- MAXIMUM STRESSES -------- 0.139 LENGTH - ---- FILLET ---.--------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 4.04 5.57 0.726 .+50% W E L D I N F O R M A T I O N ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW' CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 End Flange End Flg to Splice P1 3/16" 0.58 4.18 0.139 -50% End Flg to Outer Flg 1/8" 0:00 1.86 0.000 1 INNER 1 Main Stiffener Stiffener to Splice P1 1/8" 1.48 2.78 0.532 +50% Stiffener to Web Plate 1/8" 0.97 1.86 0.525 1 W E L D I N F O R M A T I O N ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ---------------------- - -- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side. Far Side Win) Win) Win) COND Main Web Web -to Splice Plate 1/8" 1/8" 4.60 2.16 5.31 0.958 -50% Web to End Flange 1/8" 0.75 1.86 0.405 +50% S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 73 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 05 TYPE Ridge SUBTYPE O/I Extens - Comp Bm ------------------------------------------------------=---------------------------------------------------------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) FACTOR STRENGTH ----------------------- -------- ---------------------- ------ -------- -50% MOMENT CAPACITY Std Des 0.00 0.00 -227.73 1.00 N +50% MOMENT CAPACITY Std Des 0.00 0.00 227.73 1.00 N 1 DL + LL Std Des 1.78 -0.30 257.12 1.00 N 2 DL + WLL Std Des -1.09 -0.62 -90.45 1.33 N 3 DL + WLR Std Des -0.83 0.95 -90.45 1.33 N 4 DL + EQL/1.4 Std Des 0.30 -0.33 50.01 1.33 N 5 DL + EQR/1.4 Std Des 0.39 0.22 50.01 1.33 N 6 PDL+0.70PL+2.SOEQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply -to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination.- Does not apply to this Splice Type. 12 DL +'EWP Std Des -2.31 0.40 -36.11 1.33 N 13 DL + WLL - IP Std Des -0.21 -2.62 9.90 1.33 N 14 DL + WLR - IS Std Des 0.65 2.56 9.90 1.33 N P A R T D I M E N S I O N S Left Right Roof Beam Roof Beam Dimensions at Connection Flg. to Flg. Dimension 11.876" 11.876" Part Slope 2.000 TO 12 2.000 TO 12 Conn. Plate Angle (Degrees) 9.462 9.462 Adjacent Depth Change Information Distance to Depth Change 151- 0.000" 151- 0.000" Flg. to Flg. Dimension 11.876" 11.876" Adj. P1. Angle (Degrees) 0.000 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 74 -----------------------------------------7----------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-O" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE #.05 --------------------------------------------------------------------------------------------------------=-------------------------- TYPE Ridge SUBTYPE O/I Extens - Comp Bm S P L I C E P L A T E BOTH SIDES PLATE TYPE CUSTOM PART NUMBER OV63242-02 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 16.875" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 2.375" DESIGN STRESS RATIO 0.582 CONTROLLING COND. 1 CONTROLLING LOCATION Side 1 Inner Flg 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS' DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" INNER 1 2 1.125" S P L I C E D E S I G N - B O L T' L 0 A D S / A L L 0 W A B L E S DATE: 0.6/19/00 CADDS TIME: 09:02 AM PAGE:S 75 ------- ORDER ------------------------------------------------------------------------------ # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER ---------------------------------------------- # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME'# 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 05 TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm B O L T L 0 A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. it Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE -50% 8.872 0.000 0.000 21.000 28'.919 44.000 +50% 0.000 8.816 0.000 21.000 28.736 44.000 1 0.000 9.593 0.000 21.000 31.268 44.000 2 3.721 0.000 0.645 27.992 12.131 58.636 3 3.722 0.000 0.653 27.992 12.132 58.635 4 0.000 1.866 0.223 27.992 6.084 58.650 5 0.000 1.867 0.232 27.992 6.085 58.649 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 1.899 0.000 0.008 27.992 6.192 58.651 13 0.000 0.338 2•.134 27.992 1.104 58.481 14 0.000 0.339 2.143 27.992 1.105. 58.479 B 0 L T L 0 A DS / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER'3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) RIGHT ROOF BEAM SIDE -50% 8.872 0.000 0.000 21.000 28.919 44.000 +50% 0.000 8.816 0.000 21.000 28.736 44.000 1 0.000 9.593 0.000 .21.000 31.268 44.000 2 3.721 0.000 0.645 27.992 12.131 58.636 3 3.722 0.000 0.653 27.992 12.132 58.635 4 0.000 1.866 0.223 27.992 6.084 58.650 5' 0.000 1.867 0.232 27.992 6.085 58.649 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 1.899 0.000 0.008 27.992 6.192 58.651 13 0.000 0.338 2.134 27.992 1.104 58.481 14 0.000 0.339 2.143 27.992 1.105 58.479 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 06/19/00 CADDS TIME: 09:02 AM PAGES 76 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00.-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 05 TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm -------------------------------7--------------------------------------------------------------------------------------------------- SPLICE PLATE OV63242-02 LEFT ROOF.BEAM SIDE -->I<-- RIGHT ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 6.000" X 16.875" X 0.500" OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.140 INSIDE FLANGE 0.188 X 5.000 +- 2.750"-+ +---------+-------------------------------- ---+- 1.125" 1 1 2.375" 2.375" -i--- _I — o o —I– 12.040" 14.625" 1 1.125" -+------------- - FFFFFFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W . W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF 0 o ---------------------------- 12A OUTSIDE FLANGE 0.188 X 5.000 140" MAIN WEB 0.140 INSIDE FLANGE 0.188 X 5.000 S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 77 -------7--------------------------------------------------------------------------------------------------------------------------- ORDER # 062714 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 SPLICE # 05 TYPE Ridge SUBTYPE 0/I Extens - Comp Bm ----------------------------------------------------------------------------------------------------------------------------------- F L A.N G E P L A T E S ------ MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND ------ Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE OUTER 2 Main Flange INNER 2 Main Flange RIGHT ROOF BEAM SIDE OUTER 2 Main Flange INNER 2 Main Flange DESCRIPTION LEFT ROOF BEAM SIDE Main Web RIGHT ROOF BEAM SIDE Main Web LEFT ROOF BEAM SIDE DESCRIPTION OUTER 2 Main Flange Flange to Splice Plate INNER 2 Main Flange Flange to Splice Plate 0.188 X 5.000 2.375 19.14 33.00 17.00 49.50 0.580 -50% 0.188 X 5.000 2.460 20.69 33.00 14.58 49.50 0.627 1 0.188 X 5.000 2.375 19.14. 33.00 17.00 49.50 0.580 -50% 0.188 X 5.000 2.460 20.69 33.00 14.58 49.50 0.627 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- PART NO. SIZE -- SHEAR---- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- .(Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) 0.140 1.56 29.33 0.00 33:00 16.43 49.50 0.331 1 0.140 1.56 29.33 0.00 33.00 16.43 49.50 0.331 1 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL ------------------- WELD SIZE ---=--------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION ---------' TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) C014D YES 3/16" 3/16" 3.70 6.21 0.596 -50% YES. 3/16" 3/16" 4.00., 6.21 0.645 1 OUTER 2 Main Flange Flange to Splice Plate INNER 2 ' Main Flange Flange to Splice Plate RIGHT ROOF BEAM SIDE DESCRIPTION YES 3/16" 3/16" 3.70 6.21 0.596 -50% YES 3/16" 3/16" 4.00 6.21, 0.645 1 W E L D I N F O R M A T I O N W E B P L A T E S ------------------- WELD SIZE -------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET - ---------.PENETRATION -------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 0.22 2.47 0.088 14 S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 06/19/00 CADDS TIME: 09:02 AM PAGE:S 78 -------=--------------------------------------------------------------------------------------------------------------------------- ORDER'# 062714 BUILDER - NORTH VALLEY READY MIX. BLDR ORDER # 00-45 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - JACK HOFFMAN ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 14'-4" 12 PSF 80 MPH UBC 97 2.000 TO 12 ' SPLICE # 05 -----------------------------------------------------------------------------------------=----------------------------------------- TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm W E L D I N F O R M A T I O N LEFT ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ----------------- - ------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 0.22 2:47 0.088 14 W E L D I N F O R M A T I O N RIGHT ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) . COND OUTER 2 Main Flange Flange to Splice Plate INNER 2 ' Main Flange Flange to Splice Plate RIGHT ROOF BEAM SIDE DESCRIPTION YES 3/16" 3/16" 3.70 6.21 0.596 -50% YES 3/16" 3/16" 4.00 6.21, 0.645 1 W E L D I N F O R M A T I O N W E B P L A T E S ------------------- WELD SIZE -------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET - ---------.PENETRATION -------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 0.22 2.47 0.088 14 2'X 1.8' %2-% 125 ALUM. 6063 -TS CONNECTOR CHANNEL " RAFTER CAP CLASS SEAL -1-GASKET / MULLION C 810 TEK SCREW - RAFTER CAP THROUGH EAVE TO RAFTER EXTRUSION 4-3NETS 30" 2-1 4' 'POP RNET' TYPE 2A GRADE 19 OR 2-N14 TEK SCREWSRAFTER TO EAVE EXTRUSION A VERTICAL MULLION) TO GIDE 19 1ItACH*POP 3- t8 SMS EACH SIDE OF 1 PO T - 8 TOTA CHANNEL 1/8" HARDBOARD _ RNET 2 X 3 1/2" ALUMINUM POST f .. y " 810 HEX. HD. MACHINE SCREW 0 10' O.C. MULLION CAP NOTE "A': i MULLION Co ON STRAIGM LEG FOOTING SIZE REO'D: SEAL , 2 X 3 1/2" X 3/16 ALU INUM POST \D SqO.C. AT RADII MULLION CAP SEAL liA4 TYPE GRADE 19 OR 2–p14 TEK SCREWS ( RARER CAP CLOSURE GLASS ,,GGASKET X 2 5/e' VERTICAL MUWON) RIDGE PLATE SS RAFTER CAP GLASS PANEL MULLION y10 PHILLIPS OR HEX. . 90 MPH WIND SPEED: 18" X 18" X 44' DEEP RAFTER 3 1/2' X 3" X1 1/3" % 1/4 GASKET ANEL HEAD SCREW 2– 1/4' 'POP RNEfS' TYPE 2A -BOTTOM TRACK DETAIL GASKET 810 X 2'1/2' LG. THAT HAS BEEN DESIGNED PER UCS REQUIREMENTS TO SUPPORT ALL VERTICAL GRADE 19. ONE EACH AND LATERAL LOADS IMPOSED BY THE ENCLOSED STRUCTURE. SLOTTED ROUND 2–p14 TEN SCREWS– LOCAL BUILDING DEPARTMENT. SIDE OF RAFTER. HEAD SCREW DEEP MULLION 4 PER MULLION 2-810 TEK SCREWS .� 2"X 3"X 3/16 STEEL TUBE OR AG BOLT 2-870 TEK SCREWS UNTO MRAFTERN AND 1 INTO MULLION AND i INTO RAFTER -- / �) I 1 36 "KSI /16" ALUMINUM RAFTER 1 COLUMN 1.360 X 1.360 ADD 14 TEK SCREW f0 C I SLOTTED ROUND HEAD SCREW X 9/16' X 0.090'-1.25 ALUM. 6063-T5 CONNECTION ENCLOSURE CAP TOP CHANNEL I LAMINATED ENCLOSURE CA PANEL MULLION MULLION DEEP MULLION + 2- 3/16" TYPE 2A T1, ROOF PANEL SECTION D -D GRADE 19 POP RIVETS CONCRETE I SECTION C -C OR 2- 814 TEK SCREWS I SLAB SECTION B -B 5/16' SLOTTED ROUNDHEAD SCREW 1�I _'-ENCLOSURE ` ENCLOSURE CAP 40C TIPEia GRADE RAFTER SECTION E -E 2-W1 POP RHIVER ETS' 19 !• R 3"X 2"X 3/16" STEEL OR -- 3 1/2"X 2'X 3/16' ALUMINUM I 3 m TUBING COLUMN I ` / I -ROOM ENCLOSURE .�'. CORNER 18' DETAIL A COLUMN AND FOOTING DETAIL 2'X 1.8' %2-% 125 ALUM. 6063 -TS CONNECTOR CHANNEL " RAFTER CAP CLASS SEAL -1-GASKET / MULLION C 810 TEK SCREW - RAFTER CAP THROUGH EAVE TO RAFTER EXTRUSION 4-3NETS 30" 2-1 4' 'POP RNET' TYPE 2A GRADE 19 OR 2-N14 TEK SCREWSRAFTER TO EAVE EXTRUSION A VERTICAL MULLION) TO GIDE 19 1ItACH*POP 3- t8 SMS EACH SIDE OF 1 PO T - 8 TOTA CHANNEL 1/8" HARDBOARD _ RNET 2 X 3 1/2" ALUMINUM POST DETAIL B" ONE 5DE OF RAFTERTYPE CONNECTOR CHANNEL FOR 7OMPH USE GASKET MUWON CAP ' I NOTE "A': ALUM. 6063-T6 �2-814 TEKS PLAN VIEW MULLION Co SEAL FOOTING SIZE REO'D: �2: % 3" X 3/16" STEEL OR EAVE TO RAFTER EXTRUSIOPopRN 2 X 3 1/2" X 3/16 ALU INUM POST 3/8' X 2 1/2" LG. BOLT 70 MPH WIND SPEED: 18" X 18" X 36" DEEP liA4 TYPE GRADE 19 OR 2–p14 TEK SCREWS ( RARER WQH WASHER AND NUT J. 80 MPH WIND SPEED: 18" X 18" X 42" DEEP VERTICAL MUWON) RIDGE PLATE E8 . 2-814 TEKS ,y 1 RAFTER TO CONNECTOR CHANNEL 90 MPH WIND SPEED: 18" X 18" X 44' DEEP RAFTER 3 1/2' X 3" X1 1/3" % 1/4 , 2-814 TEKS ALUM. 6063–T6 Q { 2– 1/4' 'POP RNEfS' TYPE 2A -BOTTOM TRACK DETAIL NOTE: THE SHEAR PANEL SHALL ONLY BE ATTACHED TO A WOODEN DECK THAT HAS BEEN DESIGNED PER UCS REQUIREMENTS TO SUPPORT ALL VERTICAL GRADE 19. ONE EACH AND LATERAL LOADS IMPOSED BY THE ENCLOSED STRUCTURE. DEEP MULLION 2–p14 TEN SCREWS– LOCAL BUILDING DEPARTMENT. SIDE OF RAFTER. ROOM ENCLOSURE , ENCLOSURE CAP CONNECTOR CHANNEL 1 AG BOLT • r ODD DECK ATTACHMENT f TO RIDGE CAP 810 % 2 1/2" ADD 14 TEK SCREW f0 SLOTTED ROUND HEAD SCREW FOR PSF LIVE LOAD AND 4' RAFTER SPACING t PANEL MULLION 4 ER TO EAVE CONNECTER I ANEL 5/16' SLOTTED ROUNDHEAD SCREW 1�I _'-ENCLOSURE ` ENCLOSURE CAP 40C TIPEia GRADE SECTION E -E 2-W1 POP RHIVER ETS' 19 !• w ICBG E% ER NO. 5225 42' MIN 48" MAX. NOTE: ELEVATION SEE NOTE BELOW FOR REQUIRED ATTACHMENT TO WOOD DECK NOTE: FOR 3" X 2" STEEL OR 3 1/2" X 2" ALUMINUM COLUMN END USE 2-1/2� 4" LAG BOLTS THROUGH 3 1/2" X 3" ALUM. INTO WOOD BEAM® END WITHOUT 3" % 2" STEEL COLUMN USE 1-1/2" % 4" LAG BOLT INTO WOOD BEAM. _ J ) I SURROUND 1/8" HARDBOARD 6-3/16" RIVETS 2"X 1.8'%2'% 125 ALUM. 6063–T5 CONNECTOR CHANNEI FOAM OR HONEYCOMB CORE y a T� RPFTER CAP -121-01 zu CLASS IF SEAL ,-=r 2-814 TEKS 2" K 3' STEEL OR ~ 3- t8 SMS EACH SIDE OF 1 PO T - 8 TOTA CHANNEL 1/8" HARDBOARD _ RNET 2 X 3 1/2" ALUMINUM POST Rp.OFESSi DATE REVISIONS y4° ag'AN •T� 02/25/97 1997 UBC - 3/16" 1/8' ALUMINUM FOR 7OMPH USE 3 1/2" X 3" X1 1/2" X 1/4 3/16" RNET 1/2"X2 1/4" EMBED. ALUM. 6063-T6 �2-814 TEKS PLAN VIEW MULLION Co "H" CHANNEL 2" X 3" STEEL OR 2" X 3 1/2" ALUMINUM POST 810 TEK SCREW – RARER CAP THROUGH �2: % 3" X 3/16" STEEL OR EAVE TO RAFTER EXTRUSIOPopRN 2 X 3 1/2" X 3/16 ALU INUM POST ICBG ES ER NO. 4627 liA4 TYPE GRADE 19 OR 2–p14 TEK SCREWS ( RARER TO SAVE EXTRUSION TO }" VERTICAL MUWON) E8 . 2-814 TEKS ,y 1 6-3/16" RIVETS �y • 3 1/2' X 3" X1 1/3" % 1/4 , 2-814 TEKS ALUM. 6063–T6 Q { -BOTTOM TRACK DETAIL NOTE: THE SHEAR PANEL SHALL ONLY BE ATTACHED TO A WOODEN DECK THAT HAS BEEN DESIGNED PER UCS REQUIREMENTS TO SUPPORT ALL VERTICAL AND LATERAL LOADS IMPOSED BY THE ENCLOSED STRUCTURE. THE DECK IS NOT A PART OF THIS PLAN AND SHALL BE APPROVED BY THE LOCAL BUILDING DEPARTMENT. I ROOM ENCLOSURE , 1/2" % 4- EMBEDMENT 1 AG BOLT WOOD HEADER ODD DECK ATTACHMENT f 3"X2"X 3/16" STEEL END COLUMN OR 3" 1/2X 2"X 3/16' ALUMINUM END COLON "H" CONN. OR RACEWA H' co", I OJ OI 1 J - --° � -I 1/2"X 0.062"X 6063 -TS � ALUMINUM STRAPS W/8- 88 SMS OR 1/8' POP RIVETS TYPE 2A GRADE 19 EACH END AS SHOWNN 0 0v� O O TBASE 3- t8 SMS EACH SIDE OF 1 PO T - 8 TOTA CHANNEL O OI Rp.OFESSi DATE REVISIONS y4° ag'AN •T� 02/25/97 1997 UBC FOR 7OMPH USE 1400 N. DALY 5T. , ANAHEIM. CA 92808 (800)427-7359 1/2"X2 1/4" EMBED. MAX. FOR 80 AND 90MPH USE EMBEDMENT HILTI KBIT ANCHOR BOLTS PER ICBG ES ER NO. 4627 FRONT WALL BRACING DETAIL "C" 2– 1/4' 'POP RIVET* TYPE 2A GRADE 19 ONE EACH SIDE OF RAFTER TO CONNECTOR CHANNEL 5/16' SLOTTED ROUNDHEAD SCREW W/ LOCK WASHER AND NUT OR 2– i/q" 'POP RIVETS' TYPE 2A GRADE 19 RAFTER DEEP MULLION ENCLOSURE CAP ,--RAFTER TO EAVE CONNECTER ENCLOSURE WALL (4' WALL SHOWN) RAFTER TO EAVE PLATE CONNECTOR NOTE: SEE SHEET D9616-3 FOR SUNROOM GENERAL NOTES. I.C.B.O. E.S. EVALUATION REPORT NO. 5294 ADMIRAL sunrooms Rp.OFESSi DATE REVISIONS y4° ag'AN •T� 02/25/97 1997 UBC W O � m Na 13857 1400 N. DALY 5T. , ANAHEIM. CA 92808 (800)427-7359 DRAWN BY: AJF SUNROOM DETAILS a 1 1 OF SCALE: DRAWING or NONE P RT NAME DATE: OR AMING or SHEET 05/31/91 �,nRo • D9616-4 9T LATERAL BRACING OPTIONS: 1. ALTERNATE SHEAR PANEL BRACING �`� - SEE SHT D9691-4. 2. 'X' BRACING AT END BAYS SEE SHT. 9616-4. 3. FOR OPTIONAL FOOTINGS SEE DETAIL 'B' SHEET D9616-4 IMUM SPACING OF FERS = 48" O.C. 3/16' TEMPERED GLASS -MAXIMUM SPACING OF MULLIONS = 48' lilt' NOTE: SLAB ATTACHMENTS MAY BE UTILIZED FOR THE FOLLOWING CONDITIONS: 10PSF: SLAB MOUNTED TO 23'-0" FOR 42' SPACING k 22'-0' FOR 48' SPACING. 20PSF: SLAB MOUNTED TO 16'-0" PROJECTION FOR 42" SPACING AND 14'-0" PROJECTION FOR 48' SPACING. 30PSF: SLAB MOUNTED TO 11'-0" PROJECTION FOR 42' SPACING AND 9'-0' PROJECTION FOR 48' SPACING. FOR ALL PROJECTIONS GREATER THAN WHAT IS LISTED ABOVE USE A MINIMUM 12" WIDE STRIP FOOTING AT FRONT WALL A MINIMUM 12" BELOW SLAB. SEE STRIP FOOTING DETAIL. 35" ALLOWABLE RAFTER SPANS LIVE RAFTERINS IN R LOAD SPACING LOAD MP9H LO S MPH PS IN 0 7W0IN 90 10 42 20-0 20-0 20'-0- 123'-0- 123'-0' 23'-0 48 18'-6- 18'-6- 18 -6 2 -0 22-0 22'-0 20 42 14-10 14-10 14-10 18-10 18-10 18-10 48 14-0 14 -0 14'-0' 18 -0 18 -0 18 -O • 30 2 1 -3 12 -3 _!Z-3- 16-0 16-0 16 -0 4 1 -0 1 -0 1 -0- 0 35" Sui LAB 0 �i VIII 12' MIN. - 1�1z•� STRIP FOOTING DETAIL RAFTER / /;1 --ROOM ENCLOSURE PER ICBO ES EV #2621P 1/2' CONCRETE SLAB 4.075' 3.513" 1.423' 2" EAVE PLATE MATERIAL: 6063-T5 ALUMINUM 36" 18" 16" 2.000' I l I n I I DEEP MULLION MATERIAL: 6063-T5 ALUMINUM 0 N "U" CHANNEL MATERIAL- 6063 -TS ALUMINUM 1.360' 0.563' 45'� 45• o n 0.125' D0.219' CUP MATERIAL: 6063 -TS ALUMINUM 1.653' 't241 RIDGE PLATE MATERIAL 6063-T6 ALUMINUM 0.125' 1.423' 1.741' 1.276' 'g o h 0 c�n 1.459' 3.610" 4" EAVE PLATE MATERIAL: 6063-T5 ALUNINUM 1.5'X3"X0.12" STEEL BOX BEAM #14 FLAT COUNTER -SUNK TEKS (8 EA. SIDE OF SPLICE 16 TOTAL). E SPLICE STEEL BOX BEAM 1 .5"X3"X0.1 2 SPLICE DETAIL � I o i o I m cj I 3.29" t2 -o '-^ m RAFTER MATERIAL: 6063-T6 ALUMINUM PANEL MULUON MATERIAL: 6063 -TS ALUMINUM RAFTER 1.5'X3"%0.120' STEEL BOX BEAM INSERT u�i d LV RAFTER WITH 1.5"X3" BOX BEAM INSERT GENERAL NOTES: 1. DESIGNIN ACCORDANCE WITH THE UNIFORM BUILDING CODE 1997 EDITION. , 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING CODE. 3. THIS PATIO COVER IS DESIGNED PER CH. A31, DIV III OF THE UNIFORM BUILDING CODE AND IS LIMITED TO RECREATIONAL AND OUTDOOR LIVING PURPOSES ONLY AND IS NOT TO BE USED FOR STORAGE OR AS A HABITABLE ROOM. a. DESIGN LOADS: LNELOAD = 10 PSF, 20 PSF AND 30 PSF. WIND LOADS: 70 MPH WIND SPEED = 10 PSF HORIZ. 10 PSF UPLIFT BO MPH WIND SPEED = 13 PSF HORIZ. 13 PSF UPLIFT 90 MPH WIND SPEED = 15 PSF HORIZ. 15 PSF UPLIFT 5. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. ALLOWABLE LATERAL SOIL BEARING PRESSURE - 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH WHEN THE STRUCTURE IS NOT ADVERSELY AFFECTED BY A 1/2' GROUND MOVEMENT. 6. STEEL BOLTS SHALL BE ASTM A-307 AND ALUMINUM BOLTS SHALL BE 2024-T4. 7. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTH MAY BE USED. 8. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE OF OILY SURFACES. 9. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. 10. LAMINATED ROOF PANELS SHALL BE PER I.C.B.O. E.S. ER NO. 5176 AS MANUFACTURED BY TEMO 'INC. 11. BOLTS AND OTHER FASTENERS SHALL BE STAINLESS STEEL, ALUMINIZED, HOT -DIP GALVANIZED OR ELECTRO -PLATED STEEL. DOUBLE CADMIUM -PLATED AN STEEL BOLTS MAY ALSO BE USED. STEEL RIVETS SHALL NOT BE USED EXCEPT WHERE ALUMINUM IS TO BE JOINED TO STEEL OR WHERE CORROSION RESISTANCE OF THE STRUCTURE IS NOT A REQUIREMENT OR WHERE THE STRUCTURE IS TO BE PROTECTED AGAINST CORROSION. 12. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED. HOT -DIP GALVANIZED OR ELECTRO- GALVANIZED STEEL OR ABSORBANT BUILDING MATERIALS LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET. THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH DIVISION II, SECTION 2011.6.2 OF THE 1997 UNIFORM BUILDING CODE AS FOLLOWS: 1. ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH STEEL SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPECIFICATION TT -P-645 OR THE EQUIVALENT, OR ONE COAT OF A SUITABLE NONHARDENING JOINT COMPOUND CAPABLE OF EXCLUDING MOISTURE FROM THE JOINT DURING PROLONGED SERVICE. WHERE SEVERE CORROSION CONDITIONS ARE EXPECDED, ADDITIONAL PROTECTION CAN BE OBTAINED BY APPYING THE JOINT COMPOUND IN ADDITION TO THE ZINC CHROMATE PRIMER. SI NC CHROMATE PAINT SHALL BE ALLOWED TO DRY HARD(AIR DRY 24 HOURS) BEFORE ASSEMBLY OF THE PARTS. tHE STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE PAINTED WITH GOOD QUALITY PRIMING PAINT, SUCH AS ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPECIFICATION TT -P-645• FOLLOWED BY ONE COAT OF PAINT CONSISTING OF 2 POUNDS OF ALUMINUM PASTE PIGMENT ASTM SPECIFICATION D 96266, TYPE 2, CLASS B)PER GALLON (0.24KG L) OF VARNISH MEETING FEDERAL SPECIFICATION TT-V-810,TYPE II, OR THE EQUIVALENT. STAINLESS STEEL, OR ALUMINIZED, HOT -DIP GALVANIZED OR ELECTROGALVANIZED STEEL PLACED IN CONTACT WITH ALUMINUM NEED NOT BE PAINTED. 2. WHEN ALUMINUM IS IN DIRECT CONTACT WITH WOOD. FIBERBOARD OR OTHER POROUS MATERIAL THAT MAY ABSORB WATER, AN INSULATING BARRIER SHALL BE INSTALLED BETWEEN THE ALUMINUM AND THE POROUS MATERIAL. SUCH ALUMINUM SURFACES SHALL BE GIVEN A HEAVY COAT OF ALKAUI RESISTANT BITUMINOUS PAINT OR OTHER COATING PROVIDING EQUIVALENT PROTECTION BEFORE INSTALLATION. ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE SIMILARLY PROTECTED IN CASES WHERE MOISTURE IS PRESENT AND CORRODENTS CAN BE ENTRAPPED BETWEEN THE SURFACES. 3. ALUMINUM SURFACES TO BE EMBEDDED IN CONCRETE ORDINARLY NEED NOT BE PAINTED, UNLESS CORROSIVE COMPONENTS ARE ADDED TO THE CONCRETE OR UNLESS THE CONCRETE IS SUBJECTED FOR EXTENDED PERIODS TO EXTREMELY CORROSIVE CONDITIONS. IN SUSH CASES, ALUMINUM SURFACES SHALL BE GIVEN ONE COAT OF SUITABLE QUALITY PAINT, SUCH AS ZINC CHROMATE PRIMER CONFORMING TO FEDERAL SPECIFICATION TT -P-645 OR EQUIVALENT, OR SHALL BE WRAPPED WITH A SUITABLE PLASTIC TAAPE APPLIED IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION AT THE OVERLAP. 4, WATER THAT COMES IN CONTACT WITH ALUMIMUM AFTER FIRST RUNNING OVER A HEAVY METAL SUCH AS COPPER MAY CONTAIN TRACE OUANTITIES OF THE DISSIMILAR METAL OR ITS CORROSION PRODUCT, WHICH WILL CAUSE CORROSIOIN OF THE ALUMINUM. PROTECTION SHALL BE OBTAINED BY PAINTING OR PLASTIC COATING THE DISSIMILAR METAL OR BY DESIGNING THE STRUCTURE SO THAT THE DRAINAGE FROM THE DISSIMILAR METAL IS DIVERTED AWAY FROM THE ALUMINUM. &� \' .NN V bE-PA 1 ".1w \ • QPpFESSi .9 vµ + h Na 13657 4 r' 0.12o' o Y-. CifT ri I.C.B.O. E.S. EVALUATION REPORT NUMBER 5294P DATE REVISIONS ADMIRAL sunrooms 1.5' 8/27/96 1997 UBC 1.5"X3" BOX BEAM (A-500 GRADE 'B' STEEL, THICKNESS = 0.120') (Fy-46KSI MIN. MUST BE GALVANIZED) It 46.5" B O� -BOTTOM RAIL N BOTTOM SURROUND c n A 0 0 d IA.-- - 00" I � iF 0.47"R no 60• '} FULLR(6) c' n� 110 I I� .45R• 1.000' TOP AND BOTTOM RAIL (ALUM. 6063-T6, 0.055' TYP. WALL EXCEPT AS NOTED) B___j WINDOW FRAMES WITH 1/8" TEMPERED GLASS GLAZING SM' WINDOW FRAME SHOWN FOR 48' WINDOW SPACING. OPENING FOR WINDOW UNIT IS 48"X56" SECTION B -B TOP SURROUND -RUBBER SEAL 1/8" THICK GLASS - RUBBER SEAL .0 �w N . O. 0 4100 156" app .935' - � OUTER VERTICAL (ALUM. 6063-T6, 0.050' TYP. WALL EXCEPT AS NOTED) INTERLOCK MEETING RAIL (ALUM. 6063-T6, 0.055' TYP. WALL EXCEPT AS NOTED) L b8 SCREW SLOT TO MATE VERTICALo TO t 1 IY I. X11 d VERTICAL SURROUND It OUTER VERTICAL WITH STIFFNER (80 & 90 MPH W.S. ONLY 1 OUTER VERTICAL RAIL SECTION A -A (70 MPH W.S. ONLY STIFFNER N8 SCREW SLOT TO MATE VERTICAL TO HORIZONTAL FRAME. WINDOW LOCK ONE EACH CORNER (a TOTAL). SEAL 9 --INTERLOCK MEETING RAIL 1/8" THICK CLASS t INTERLOCK MEETING RAIL 1/8" THICK GLASS MATE VERTICAL TO - HORIZONTAL FRAME. ONE EACH CORNER (4 TOTAL). ' �STIFFNER OUTER VERTICALVERTICAL RAIL SURROUND DRUBBER SEAL STIFFNERS MA SCREW SLOT TO MATE VERTICAL TO HORIZONTAL FRAME. ONE EACH CORNER (4 TOTAL). SECTION A -A (80 & 90 MPH W.S. ONLY) GENERAL NOTES: 1. ALUMINUM DESIGN PER UNIFORM BUILDING CODE, 1997 EDITION, CHAPTER 20.' 2. ALL GLAZING SHALL BE 1/B" TEMPERED GLASS PER CHAPTER 24 OF THE UNIFORM BUILDING CODE, 1994 EDITION. 3. DESIGN LOADS: LIVE LOAD:10, 20, 25, 30, 40 & 60 PSF. WIND LOAD: 70 MPH WIND SPEED = IOPSF. 80 MPH WIND SPEED 13PSF. 90 MPH WIND SPEED = 15PSF. UPLIFT: 70 MPH WIND SPEED IOPSF. 80 MPH WIND SPEED = 13PSF. 90 MPH WIND SPEED 15PSF. 4. ALL ALUMINUM ALLOYS SHALL BE AS SPECIFIED, OR AN APPROVED EQUAL. 5. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF THE ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING CODE. 6. CONCRETE MIX: 1 TO 2 1/2 TO 3. 7.5 GALLONS OF WATER PER SACK OF CEMENT. Fc=2000PSI IN 28 DAYS. 7. ALUMINUM BOLTS TO BE 2024-T4. • 8.STEEL BOLTS SHALL BE ASTM A-307. 9. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 10. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED BOLTS. 11. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 12. THE 25, 30, 40 AND 60 PSF LIVE LOAD STRUCTURES ARE DESIGNED LATERALLY FOR WIND LOAD AND 1/2 THE SNOW LOAD ACTING SIMULTANEOUSLY. 13. PATIO ENCLOSURES MAY BE ATTACHED TO 3.5 INCH THICK CONCRETE SLABS.. 14. SOLID WALL PANELS SHALL COMPLY WITH AN I.C.B.O. E.S. EVALUATION REPORT. 15. SOLID WALL PANELS SHALL BE IDENTIFIED BY DECALS AT ONE END OF 4'x8• PANLES GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, PANEL TYPE AND I. C.B.O. E.S. EVALUATION REPORT NUMBER. 16. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS, OTHER THAN STAINLESS, ALUMINIZED GALVANIZED OR ABSORBANT BUILDING MATERIALS. LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPERATED IN ACCORDANCE THE U.B.C. CHAPTER 20, DIV. II, SECTION 2011.6.2. 17, THIS ENCLOSURE MAY BE USED WITH PATIO COVERS THAT ARE APPROVED TO BE ENCLOSED. RpOFsES�Qy �Q ,Of Y Y DATE REVISIONS ADMIRAL sunrooms o mCNo. 13857 1400 N. DALY ST. a' 1 I ANAH8IM. CA 92808 (800)427-7359 OF WJC DRAWN BY: WINDOW FRAME W/ 1/8' TEMPERED GLASS O� -BOTTOM RAIL BOTTOM SURROUND c n o 0 0.125' j8a SCREW SCOT•` f 1 TO'MATE VERTICAL. TO HORIZONTAL FRAME, ONE EACH CORNER (4 TOTAL). , L b8 SCREW SLOT TO MATE VERTICALo TO t 1 IY I. X11 d VERTICAL SURROUND It OUTER VERTICAL WITH STIFFNER (80 & 90 MPH W.S. ONLY 1 OUTER VERTICAL RAIL SECTION A -A (70 MPH W.S. ONLY STIFFNER N8 SCREW SLOT TO MATE VERTICAL TO HORIZONTAL FRAME. WINDOW LOCK ONE EACH CORNER (a TOTAL). SEAL 9 --INTERLOCK MEETING RAIL 1/8" THICK CLASS t INTERLOCK MEETING RAIL 1/8" THICK GLASS MATE VERTICAL TO - HORIZONTAL FRAME. ONE EACH CORNER (4 TOTAL). ' �STIFFNER OUTER VERTICALVERTICAL RAIL SURROUND DRUBBER SEAL STIFFNERS MA SCREW SLOT TO MATE VERTICAL TO HORIZONTAL FRAME. ONE EACH CORNER (4 TOTAL). SECTION A -A (80 & 90 MPH W.S. ONLY) GENERAL NOTES: 1. ALUMINUM DESIGN PER UNIFORM BUILDING CODE, 1997 EDITION, CHAPTER 20.' 2. ALL GLAZING SHALL BE 1/B" TEMPERED GLASS PER CHAPTER 24 OF THE UNIFORM BUILDING CODE, 1994 EDITION. 3. DESIGN LOADS: LIVE LOAD:10, 20, 25, 30, 40 & 60 PSF. WIND LOAD: 70 MPH WIND SPEED = IOPSF. 80 MPH WIND SPEED 13PSF. 90 MPH WIND SPEED = 15PSF. UPLIFT: 70 MPH WIND SPEED IOPSF. 80 MPH WIND SPEED = 13PSF. 90 MPH WIND SPEED 15PSF. 4. ALL ALUMINUM ALLOYS SHALL BE AS SPECIFIED, OR AN APPROVED EQUAL. 5. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF THE ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING CODE. 6. CONCRETE MIX: 1 TO 2 1/2 TO 3. 7.5 GALLONS OF WATER PER SACK OF CEMENT. Fc=2000PSI IN 28 DAYS. 7. ALUMINUM BOLTS TO BE 2024-T4. • 8.STEEL BOLTS SHALL BE ASTM A-307. 9. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 10. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED BOLTS. 11. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 12. THE 25, 30, 40 AND 60 PSF LIVE LOAD STRUCTURES ARE DESIGNED LATERALLY FOR WIND LOAD AND 1/2 THE SNOW LOAD ACTING SIMULTANEOUSLY. 13. PATIO ENCLOSURES MAY BE ATTACHED TO 3.5 INCH THICK CONCRETE SLABS.. 14. SOLID WALL PANELS SHALL COMPLY WITH AN I.C.B.O. E.S. EVALUATION REPORT. 15. SOLID WALL PANELS SHALL BE IDENTIFIED BY DECALS AT ONE END OF 4'x8• PANLES GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, PANEL TYPE AND I. C.B.O. E.S. EVALUATION REPORT NUMBER. 16. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS, OTHER THAN STAINLESS, ALUMINIZED GALVANIZED OR ABSORBANT BUILDING MATERIALS. LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPERATED IN ACCORDANCE THE U.B.C. CHAPTER 20, DIV. II, SECTION 2011.6.2. 17, THIS ENCLOSURE MAY BE USED WITH PATIO COVERS THAT ARE APPROVED TO BE ENCLOSED. RpOFsES�Qy �Q ,Of Y Y DATE REVISIONS ADMIRAL sunrooms o mCNo. 13857 1400 N. DALY ST. a' 1 I ANAH8IM. CA 92808 (800)427-7359 OF WJC DRAWN BY: WINDOW FRAME W/ 1/8' TEMPERED GLASS NOTE DOOR 7 FRONT ELEVATION -110 SMS r_ HEADER GLAZING SURROUND-,�/8" PLASTIC OR O.S. GLASS •H• CONNECTOR _ WINDOW SURROUND 1/8' PV TEM MIL GLASS OR 1/8' TEMPERED GLASS CONNECTOR GLAZING SURROUND 1/8' PLASTIC OR SAFETY GLASS 2-1/4' ANCHOR BOLTS 0 EACH 'H' CONNECTION. ° '. ;° • D: q0; BOLTS ALTERNATE SECTION "AA' 4.077"R TYP. I N 062' W. 2.110' 3.610 OH HEADER (ALUM. 6063-T6) 18 SMS OR 1/8" BUND RIVETS 0 EACH END OF SURROUNDS TYP STRUCTURAL GLAZING- ( -CORNER POSTS :E` OF CORNER �' STOCK _ _ 18 SMS OR 1/8• BUND 'NETS 0 EACH END OF ri HEADER 'Ff CONNECTOR - ;URROUNDS TYP. 1.021" -SLIDER 2-1/4' EXPANSION BOLT BOLTS 0 EEACH OR APPR,EOUALS 0 _ 'ell WINDOW z i 0 SCHEDULE. OE m d o o r 0 REQUIRED FOR OPTIONAL SUDING GLASS DOOR _ s'-0 x 6-8 END ELEVATION ADER EAL SEAL 18 SMS OR 1/8• BUND 'NETS 0 EACH END OF ri HEADER 'Ff CONNECTOR - ;URROUNDS TYP. 1.021" ANCHOR 2-1/4' EXPANSION BOLT BOLTS 0 EEACH OR APPR,EOUALS 0 _ J8' PLASTIC, 20 MIL GLASSENE EACH il' CONNECTOR t/B' TEMPERED GLASS 12.0'R, RECOGNIZED PANELS • • • EAL SEAL 1'-11.958"R", .010 X 90' -CHANNEL F1Q•]I�i�i�i� 1.021" ANCHOR °•D' °'. • ° • : D: po. °•' SLAB BOLTS 0 EEACH WITH 4' LONG 214C CROSS - TEES. CEILING PANELS TO BE 1" 'TL' CONNECTION. SECTION"AA° BOLTS 12.0'R, i 0 SCHEDULE. OE •'H" CONNEDTOR Eli IS REQUIRED WHEN BUILDING A 2- CONPONENT ROOM ON SITE � r 0 REQUIRED FOR 2.110' O.Q. TYP. ON SITE � OR 3.610 CONSTRUCTION JO HEADER CHANNEL ELECTRICAL CHASE (ALUM. 6063-T6) ©�® r • • • mki "m 1'-11.958"R", .010 X 90' • F1Q•]I�i�i�i� 1.021" MAIN - TEE PARALLEL TO PANEL SPAN. USE 211C MAIN - TEES TYP. 59 WITH 4' LONG 214C CROSS - TEES. CEILING PANELS TO BE 1" . 055 REF. COMPRESSED FIBERGLASS WITH THE DENSNY - 3 PCF WITH VINYL COATING ON EXPOSED SURFACE. SEE SHEET 3 OF 3 FOR CONNECTOR if11Gi]Yt:1•i�i� SCHEDULE. OE •'H" CONNEDTOR Eli IS REQUIRED WHEN BUILDING A 2- CONPONENT ROOM ON SITE ---- 0� AND IS NOT REOUIRED WHEN BUILDING A 2' MODULAR SYSTEM OR ON A SUPERWALL OR COMPONENT: USE ALTERNATE "H' CONNECTOR F1 REQUIRED FOR INSTALLATION WHETHER MODULAR ON SITE � CONSTRUCTION ©�® • rYQi]Yi��i�i� 1.02 -1.021" 6.510'45' 3'-6.448" 1 '-1 .0 I iiQiyl�•�i� - I -- i[I�1YSl� REF. 9" (6063 -TS) BUTTE 6 -T ) U R SID G DEPARTM•EN7 mm©vim i iliiQ7Y0��� • t]IC•Yi000 ��01�1111�� i1G7QY1©�- ► � Mire r:e "Ioo SUSPENDED CEILING CONNECTORS 18 SMS OR 1/8GLAZING ' BLIND SURROUND RIVETS 18' O.C. C'H" TYP. J CONNECTOR PANEL SECTION "A" EXISTING WOOD OR ALTERNATE HEADER 2"X3" BEAM AND POST PATIO 5TRUCTU RUOND'/� SANDWICH PANEL •run IU MrN - ♦ -U MNIIMUM SPACING TO 19' PROIECRON. R WITH 110 SMS ' W/6' PPANEL 12 W/12• PANEL 18' W/18' PANEL -COVER PANEL SMS (SEE NOTE 110). SMS (SEE NOTE No.7). '' CONC. SLAB OR. (15'X15' FOOTING TAP I R,.I• X2' x .063 (- CHANNEL V ALUM.. 6063-T6 SEE NOTE No.B FOR OCCASIONS STRUCTURAL DETAIL WHEN 15'XIS*XIS* FOOTINGS ARE REQUIRED WITH CONCRETE SLABS. GENERAL NOTES 1. FOR SCREEN PANEL WIDTH SEE SCHEDULE ABOVE. SCREEN PANEL WIDTH = 4'-0' WHEN COLUMNS REMAIN IN PUCE. 1 WHEN COLUMNS ARE REMOVED USE LAXIMUM SCREEN PANEL WIDTH, AS SHOWN IN SCHEDULE ABOVE. 2 FOR GENERAL NOTES SEE DWC 109616-2. 3' DESIGN WIND SPEED = 90 MPH. 4. WHEN COLUMNS REMAIN IN PLACE ATTACH COVER PANEL TO HEADER WITH 110 SMS AT THE FOLLOWING SPACING: 12' WITH 6 PANELS, 12• WITH i2' PANELS AND 18' WITH 18' PANELS. S. WHEN COLUMNS ARE REMOVED USE +14 TEXS W//5/8' WASHER HEAD AND NEOPREME WASHERS AT THE FOLLOWIAG SPACING: 6' WITH 6' PANELS, 12' WITH 12' PANELS AND 9' WMT 18' PANELS. 6. CONCRETE EXPANSION BOLTS SHALL BE 1/4' PAWL POWER SND ANCHORS PER I.C.B.O. E.S. E.R. N0.5225 WITH 2' EMB MENT OR APPROVED EQUAL 7. FOR 10PSF UNLOAD WITH PROJECTION 20' OR GREATER ADD 110 SMS TO OPPOSITE SIDE OF 2-110 SMS CONNECTIONS. 8. FOOTINGS WITH CONCRETE SLABS ARE REOUIRED FOR HEADER 'J' FOR THE FOLLOWING CONDR IONS: 25 PST LIVE LOAD VPROJECRON > 14-6. 30 PST LIVE LOAD W40 PST LIVE LOAD� OIECTION > 912'-0" . 60 PST LIVE LOAD Y//PROJECTION > V-5'. , 8" MAX. 8'-0'.EXISTING WOOD MAX. COLUMNS 4 X 4 LARCH #2 MIN. . ROOM ENCLOSURE FILL IN D.F. ©ELECTRICAL CHASE EXISTING WOOD�STRUCTURE---T.__ _ �_ MULLION -"MALE' 11 3.90" , 7.625' 03" 0.687' 1.4�' J c 0.050' u o r o N� m - N z v .062' TYP. T,p o TYP. 0.565 O.BIS- SLIDING 5" OA AL DMN 6 61-T6OOR SURROUND ©( DOO(ALUM. 6063-T6) JAM606 3-T6) O(ALUM.0UND 'CE 6063-T6) O GLAZING SURROUND (ALUM 6063-T6) 18 SMS EACH 18 SMS EACH ALTERNATE LOCATION PANEL PANEL INSTEADOF VALLEY. 12 SWG HANGEERi 4' 0. FOR MAIN ' HANGERS MAINALONG 112 SWG HANGER112 SWC HANGER "T I' X i' % .04 X LENGTH 1' % 1' % .04 X LENGTH i" X 1' % .04 X 0'-1' NECESSARY TO BE ATTACHED NECESSARY TO BE ATTACHED ALUM. 3003 H-16 ANGLES ALUM. 3003 H-16 ANGLES TO THE REQUIRED NUMBER TO THE REQUIRED NUMBER ATTACH TO ROOF PANEL ATTACH TO ROOF PANEL OF PANELS. SEE CONNECTOR OF PANELS. SEE CONNECTOR W/18 SMS. W/#B SMS. SCHEDULE ON SHEET 3 OF 3, SCHEDULE ON SHEET 3 OF 3. SINGLE PANEL CONNECTIONS MULTIPLE PANEL CONNECTIONS SUSPENDED CEILING DETAILS 1. ..4 - .10 TYE DEE (4 NOTE: 1'-11.958"R", .010 X 90' 1 1.021" MAIN - TEE PARALLEL TO PANEL SPAN. USE 211C MAIN - TEES TYP. 59 WITH 4' LONG 214C CROSS - TEES. CEILING PANELS TO BE 1" . 055 REF. COMPRESSED FIBERGLASS WITH THE DENSNY - 3 PCF WITH VINYL COATING ON EXPOSED SURFACE. SEE SHEET 3 OF 3 FOR CONNECTOR FZ SCHEDULE. OE •'H" CONNEDTOR Eli IS REQUIRED WHEN BUILDING A 2- CONPONENT ROOM ON SITE ---- 0� AND IS NOT REOUIRED WHEN BUILDING A 2' MODULAR SYSTEM OR ON A SUPERWALL OR COMPONENT: USE ALTERNATE "H' CONNECTOR F1 REQUIRED FOR INSTALLATION WHETHER MODULAR ON SITE � CONSTRUCTION ©�® - •run IU MrN - ♦ -U MNIIMUM SPACING TO 19' PROIECRON. R WITH 110 SMS ' W/6' PPANEL 12 W/12• PANEL 18' W/18' PANEL -COVER PANEL SMS (SEE NOTE 110). SMS (SEE NOTE No.7). '' CONC. SLAB OR. (15'X15' FOOTING TAP I R,.I• X2' x .063 (- CHANNEL V ALUM.. 6063-T6 SEE NOTE No.B FOR OCCASIONS STRUCTURAL DETAIL WHEN 15'XIS*XIS* FOOTINGS ARE REQUIRED WITH CONCRETE SLABS. GENERAL NOTES 1. FOR SCREEN PANEL WIDTH SEE SCHEDULE ABOVE. SCREEN PANEL WIDTH = 4'-0' WHEN COLUMNS REMAIN IN PUCE. 1 WHEN COLUMNS ARE REMOVED USE LAXIMUM SCREEN PANEL WIDTH, AS SHOWN IN SCHEDULE ABOVE. 2 FOR GENERAL NOTES SEE DWC 109616-2. 3' DESIGN WIND SPEED = 90 MPH. 4. WHEN COLUMNS REMAIN IN PLACE ATTACH COVER PANEL TO HEADER WITH 110 SMS AT THE FOLLOWING SPACING: 12' WITH 6 PANELS, 12• WITH i2' PANELS AND 18' WITH 18' PANELS. S. WHEN COLUMNS ARE REMOVED USE +14 TEXS W//5/8' WASHER HEAD AND NEOPREME WASHERS AT THE FOLLOWIAG SPACING: 6' WITH 6' PANELS, 12' WITH 12' PANELS AND 9' WMT 18' PANELS. 6. CONCRETE EXPANSION BOLTS SHALL BE 1/4' PAWL POWER SND ANCHORS PER I.C.B.O. E.S. E.R. N0.5225 WITH 2' EMB MENT OR APPROVED EQUAL 7. FOR 10PSF UNLOAD WITH PROJECTION 20' OR GREATER ADD 110 SMS TO OPPOSITE SIDE OF 2-110 SMS CONNECTIONS. 8. FOOTINGS WITH CONCRETE SLABS ARE REOUIRED FOR HEADER 'J' FOR THE FOLLOWING CONDR IONS: 25 PST LIVE LOAD VPROJECRON > 14-6. 30 PST LIVE LOAD W40 PST LIVE LOAD� OIECTION > 912'-0" . 60 PST LIVE LOAD Y//PROJECTION > V-5'. , 8" MAX. 8'-0'.EXISTING WOOD MAX. COLUMNS 4 X 4 LARCH #2 MIN. . ROOM ENCLOSURE FILL IN D.F. ©ELECTRICAL CHASE EXISTING WOOD�STRUCTURE---T.__ _ �_ MULLION -"MALE' 11 3.90" , 7.625' 03" 0.687' 1.4�' J c 0.050' u o r o N� m - N z v .062' TYP. T,p o TYP. 0.565 O.BIS- SLIDING 5" OA AL DMN 6 61-T6OOR SURROUND ©( DOO(ALUM. 6063-T6) JAM606 3-T6) O(ALUM.0UND 'CE 6063-T6) O GLAZING SURROUND (ALUM 6063-T6) 18 SMS EACH 18 SMS EACH ALTERNATE LOCATION PANEL PANEL INSTEADOF VALLEY. 12 SWG HANGEERi 4' 0. FOR MAIN ' HANGERS MAINALONG 112 SWG HANGER112 SWC HANGER "T I' X i' % .04 X LENGTH 1' % 1' % .04 X LENGTH i" X 1' % .04 X 0'-1' NECESSARY TO BE ATTACHED NECESSARY TO BE ATTACHED ALUM. 3003 H-16 ANGLES ALUM. 3003 H-16 ANGLES TO THE REQUIRED NUMBER TO THE REQUIRED NUMBER ATTACH TO ROOF PANEL ATTACH TO ROOF PANEL OF PANELS. SEE CONNECTOR OF PANELS. SEE CONNECTOR W/18 SMS. W/#B SMS. SCHEDULE ON SHEET 3 OF 3, SCHEDULE ON SHEET 3 OF 3. SINGLE PANEL CONNECTIONS MULTIPLE PANEL CONNECTIONS SUSPENDED CEILING DETAILS 1. ..4 - .10 TYE DEE (4 NOTE: 1'-11.958"R", .010 X 90' SUSPENDED CEIUNG FRAME WORK PER I.C.B.O. E.S. REPORT 81905 WITH 1.021" MAIN - TEE PARALLEL TO PANEL SPAN. USE 211C MAIN - TEES TYP. 59 WITH 4' LONG 214C CROSS - TEES. CEILING PANELS TO BE 1" . 055 REF. COMPRESSED FIBERGLASS WITH THE DENSNY - 3 PCF WITH VINYL COATING ON EXPOSED SURFACE. SEE SHEET 3 OF 3 FOR CONNECTOR FZ SCHEDULE. OE •'H" CONNEDTOR Eli IS REQUIRED WHEN BUILDING A 2- CONPONENT ROOM ON SITE ---- 0� AND IS NOT REOUIRED WHEN BUILDING A 2' MODULAR SYSTEM OR ON A SUPERWALL OR COMPONENT: USE ALTERNATE "H' CONNECTOR F1 REQUIRED FOR INSTALLATION WHETHER MODULAR ON SITE � CONSTRUCTION 045- CORNER POST (ALUM. 6063-T6) 1'-7.53TYP. 4'-4 08 -1.039' 1. 255' .010 X 90' (6 PLCS) IR,TERO E 1.187- 1 MALE CHANNEL (ALUM. 6063-T6) 0' TYP. F1 2.)0 2.110 3. io 3.1 10 ALTERNATE H' CONNECTORS O F ALTERNATE , F1 „H„ •'H' CONNECTOR CONNECTORS (ALUM. 6061 -T6) ` 2 11 F2 „H„ CONNECTORS (ALUM. 6063-T6) FOR 70 MPH WIND SPEED 25 TYP. ONLY. FOR 80 & 9Q MPH WIND S�EDS USE E WITH FOR 2' W L. 2.110' 050' TYP. n 3.610" 010' DEEP LLL 1.000' 7250' X 90' TYP. 3.710' OM BOTTOM CHANNEL (ALUM. 6063-T5) © CORNER (ALUM. 6061-T6) -9.729" 1'-11.958"R", .010 X 90' 1.021 " 1'-11.958" 1.021" 1,021 (3 (3 PLCS) P. (2 PLCS) 7.537" 11 � 1'-1.039'.1 1.02 -1.021" 6.510'45' 3'-6.448" 1 '-1 .0 ' 6'-1.228" - I -- BOTTOM CHANNEL 4" REF. 9" (6063 -TS) BUTTE 6 -T ) U R SID G DEPARTM•EN7 2.110' .050' TYP. 3.610' .010 DEEP X 90' TYP. 2.7 5" O BOTTOM CHANNEL (ALUM 6063-T5) DUAL TONE ELECTRICAL CHASE CONNECTOR (ALUM 6063-T6) Ao DATE REVISIONS YAy 'Y4r ADMIRAL sunrooms NO 0 6 I 1400 N. DALY ST. a m 1 1 ANAHEIM, CA 82808 (800)427-7950 OE DRAWN SF: SCREEN ENCLOSURES -T6) 6�" SCALE: DRAWING or NONE NAME I.C.B.❑. E.S. EVALUATI❑N REPORT 5294P DA05/31/91 NuueER SHEET961 I n Hoffman's Sunroom Girder Below Spa Date: 6/26/0.1 BeamChek 2.2 Choice 4x 8 DF -L #2' BASE Fb = 875 ADJ Fb = 1138 Conditions '91 NDS Min Bearing Area R1= 1.2 int R2= 4.1 int DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Loads 2 Spans, each at 3.5 ft Reaction 1 769 # Reaction 1 LL 646 # Beam Wt per ft 6.17 # Reaction 2 2564 # Reaction 2 LL 2153 # Beam Weight 43 # Maximum V 1282 # Max Moment 898'# Max V (Reduced) 928 # Total Beam Length 7.0 ft TL Max Defl . L/240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section in') Shear (in Z) TL Defl (in) LL Defl 30.66 25.38 0.00 <0.01 9.47 14.65 0.17 0.12 OK OK OK OK 31% 58% 3% 3% BeamChek has automatically added the beam self -weight into the calculations. Uniform TL: 580 =A Uniform LL: 492 Uniform Load A 0 0 R1 = 769' R2 = 2564 R3 EACH SPAN = 3.5 FT Uniform load is lbs per lineal ft. . co���� r a �N� Opp NOTE: R1=R3 QPOFESs/ y� 0�r1 1111, o v_ cc a. 68190 z m �c exp. June 30, 2002 a CIVIL CALF Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 875 95 1.6 625 Base Adjusted 1138 95 1.6 625 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Uniform TL: 580 =A Uniform LL: 492 Uniform Load A 0 0 R1 = 769' R2 = 2564 R3 EACH SPAN = 3.5 FT Uniform load is lbs per lineal ft. . co���� r a �N� Opp NOTE: R1=R3 QPOFESs/ y� 0�r1 1111, o v_ cc a. 68190 z m �c exp. June 30, 2002 a CIVIL CALF Hoffman's Sunroom Standard. Girder Date: 6/26/01 BeamChek 2.2 Choice 4x 8 DF -L #2 BASE Fb = 875 ADJ Fb = 1138 Conditions '91 NDS Min Bearing Area R1= 1.7 inz R2= 4.8 inz DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Loads 3 Spans, each at 5.0 ft Reaction 1 1090 # Reaction 1 LL 706 # Beam Wt per ft 6.17 # . Reaction 2 2998 # Reaction 2 LL 1942 # Beam Weight 92 # Maximum V 1635 # Max Moment 1363'# Max V (Reduced) 1306 # Total Beam Length 15.0 ft TL Max Defl L / 240 TL Actual Defl L / >1000 , LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (in 2) TL Defl (in) LL Defl 30.66 25.38 0.02 0.01 14.38 20.62 0.25 0.17 OK OK OK OK 47% 81% 9% 9% BeamChek has automatically added the beam self -weight into the calculations. Uniform TL: 539 =A Uniform LL: 353 Uniform Load A R1 = 1090 R2.= 2998 R3 R4 NOTE: R1=R4 and R2=R3 EACH SPAN = 5 FT Uniform load is lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Fc -L (psi) Base Values 875 95 1.6 625 Base Adjusted 1138 95 1.6 625 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Uniform TL: 539 =A Uniform LL: 353 Uniform Load A R1 = 1090 R2.= 2998 R3 R4 NOTE: R1=R4 and R2=R3 EACH SPAN = 5 FT Uniform load is lbs per lineal ft. Hoffman's Sunroom Deck Joist Below Spa Date: 6/26/01 BeamChek 2.2 Choice 2x 8 DF -L #2 BASE Fb = 875 ADJ Fb = 1050 Conditions '91 NDS Min Bearing Area R1= 0.4 in' R2= 1.2 int, DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Loads 2 Spans, each at 2.63 ft Reaction 1 232 # Reaction 1 LL 197 # Beam Wt per ft 2.64 # Reaction 2 773 # Reaction 2 LL 656 # Beam Weight 14 # Maximum V 387 # OK Max Moment 203'# Max V (Reduced) , 244 # Total Beam Length 5.25 ft TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in-) Shear in') TL Defl (in) LL Defl 13.14 10.88 0.00 <0.01 2.32 3.86 0.13 0.09 OK OK OK OK 18% 35% 1% 1% BeamChek-has automatically added the beam self -weight into the calculations. Uniform TL: 233 =A Uniform LL: 200 Uniform Load A R1 = 232 R2 = 773 R3 NOTE: R1=R3 EACH SPAN = 2.625 FT Uniform load is lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 875 95 1.6 625 Base Adjusted 1050 95 1.6 625 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek-has automatically added the beam self -weight into the calculations. Uniform TL: 233 =A Uniform LL: 200 Uniform Load A R1 = 232 R2 = 773 R3 NOTE: R1=R3 EACH SPAN = 2.625 FT Uniform load is lbs per lineal ft. Hoffman's Sunroom Standard Deck Joist Date: 6/26/01 BeamChek 2.2 Choice 2x 8 DF -L #2 BASE Fb = 875 ADJ Fb = 1050 Conditions '91 NDS Min Bearing Area R1= 0.6 int R2= 0.6 int DL Defl 0.03 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 7.0 ft Reaction 1 359 # Reaction 1 LL 235 # Beam Wt per ft 2.64 # Reaction 2 359 # Reaction 2 LL 235 # Beam Weight 18 # Maximum V 359 # Max Moment 629'# Max V (Reduced) 297 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') - Shear int) TL Defl (in) LL Defl 13.14 10.88 0.07 0.05 7.18 4.69 0.35 0.23 OK OK OK OK 55% 43% 21% 20% BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 100 =A Uniform LL: 67 0 Uniform Load A R1 = 359 R2 = 359 SPAN =7FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Fc -L (psi) Base Values 875 95 1.6 625 Base Adjusted 1050 95 1.6 625 - CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL: 100 =A Uniform LL: 67 0 Uniform Load A R1 = 359 R2 = 359 SPAN =7FT Uniform and partial uniform loads are lbs per lineal ft. rn Fn ll -0 r70 a 4& > rn x k!! U3 rn 0 LD rn > —1 7� -n O >3 r. M > I Tzp ll FT, > rn U3 -Z G) 0 OoZ C- 0 0 a 0 X kU/33N VATE 612012001 HOFFMANS eUNROOM CALIFORNIA SUNROOMS 56ALE 5150 ORUE35 Sunrooms, Garden Rooms, Patio Covers OROVILLE, GA 1516(b Licensed, Bonded & Insured Z: ORAm c.A.P.T.- Cont. Lic. #625028 11292—B Coloma Road — Rancho Cordova, CA 95670 GS-HOFFMAN FOUNDATION PLAN 1 800 834 3211 (916) 631-8186 Fax (916) 631-6186 12'-0° 4'-O" 01 Lp M �..� x N N rn rn � � 1W � O� L= D �N 14 U -0 6 U► a� D N X r N v . G r 00 00 7C -O G� �0 m av'o 9,y� NpS z 0 C q U33N�� Z DATE 6/20/2001 HOFFMANS WNROOM CALIFORNIA SUNROOMS SCALE 1/4 11=1'-0". 51/30 GRUBB C-} Sunrooms, Garden Rooms, Patio Covers DRAVPI ORO Y ILLS GA ✓. 166 Licensed, Bonded & Insured " G,A,�,T, � � Cont. Lic. #625028 ' NUJ GG-HO����� 11292-B. Coloma Road Rancho Cordova, CA 95670 J FLOOR PLAN 1 800 834 3211 (916) 631-8186 Fax (916) 631-8199 Z' DDr(n-1 �2rDv» �Vi- IbdD� BOO LOMM "M rZC== =M2 __ =-U=C�= `A -U CDT.( --Ca C-<D3>m f' M r-T.M M=3> --q M M `Za (-7Z Z t7r ''-'mOr gm -A -i" dDZ E326 :Et= mty r=-INaDrG1 Cm O�-j aZ ZiOty 7U. O a OmrCJ C G1f'laMT-M 3 M DA --A3)- --Am iD =M MG ��Tlom; =C)0N('lMx* M�- �r� =Dr MnM A MaC-1 C D .= Z Zr M(nr stn AoDD DrC a�7 Z D�� �Dc4 M C6 � oW- r���M ZCJrAC A3 =ti D �ZrM r�D�l r- �araD NZ2 �D= t7 Dw n Dir ��ty� =�D :Dr -x. 3> C:] Z rNCZ N m�MC3 ;or -r- CJF- D rZ-U�.ZI �d�A coo) -1 N�CfTIZ �T.D MZlz �C 6 fTl (*11T1 C7 (�D -'�-c '��C =�Z Dim -Ibd� D �f' "-1 (DC7 QoM Z� =rr W r-� (� ZC .--� f'l N �ZDZ C �ZZ "mr- Z �C M �(N/)HT. = "')MM Z= -i r Ca= bd _= 1 �ZZ (T1 ASM ZW aDN Oa7D C = ' ' C (n AZ � .o _ `-+ 3 C 1 70 - . -in MC) M ty Zo =� z �3D-a -c oczv =a -tarn a ti ti GUARDRAIL 36' MIN, ro 0 a-13 - bdoC 0 ,��uu 9* W DO Ul m - v a, ro •III . 70 -1111 D .1111 w v �. 0 5r -F PLANS V MIN. 1,0 00 V 0% (A 4 W W �. On MIN. �rn cn A wlu -1 x-470CbtiRl"C-)Ej k❑r❑-a� 0 ppb IZ 0033 3rr,-b. � yy��_�bb��MD� r.. p rMbDZrl-r- -�1 b�� b-D00O� r.� Z2 s Z vl L) ;U =nb �b3 ZbGI 5 q ;a ,, D r rn �.ay F ❑ zme❑" �❑ Vs rn (" �< bvl z ,-mc �n o 50 -10-1,3 y 3 ZDb ���� b C DL.C. ❑� A� bc�mD AZ I�-ONC l' � �~b ❑b l �� p n mn m �� 3br�� P) "I ® 0 -gyp O~1 O-Zl� �o� f o0C0 lU ❑(tel \UI❑ D z I'" bDA ~i7� rnv�i U 1 � OD 0\ -{ � E:) \ � � b � � � r z W q*6-33N10 �� ; M C3 ❑ ry rr,z DATE 6/20/2001 HOFFMAN'S SUNROOM CALIFORNIA SUNROOMS xALE 1/4"=1'-0" 3130 GRUBB Sunrooms, Garden Rooms, Patio Covers WDRQ OROVILLE; GA 15-166 Licensed, Bonded & Insured bz G,A.P,T, Cont. 'Lic. #625028 .IOB 11292-B Coloma Road - Rancho Cordova, CA 95570 G5-HOFFMAN DET, IL5 1 800 834 3211 (916) 631-8186 Fax (916) 631-8199 tyo-� �N cl zed DbdD -j z L G2 - r -3:1 3 ZZ- y�r ADfn cd� nmA � D 7MM zz" ty fn= f'l Z(n rM' �� T.- Z-) ' �Cl CA M 0 A �M C3 ITl rZ d� N Z Cl o= Ln ti Z' DDr(n-1 �2rDv» �Vi- IbdD� BOO LOMM "M rZC== =M2 __ =-U=C�= `A -U CDT.( --Ca C-<D3>m f' M r-T.M M=3> --q M M `Za (-7Z Z t7r ''-'mOr gm -A -i" dDZ E326 :Et= mty r=-INaDrG1 Cm O�-j aZ ZiOty 7U. O a OmrCJ C G1f'laMT-M 3 M DA --A3)- --Am iD =M MG ��Tlom; =C)0N('lMx* M�- �r� =Dr MnM A MaC-1 C D .= Z Zr M(nr stn AoDD DrC a�7 Z D�� �Dc4 M C6 � oW- r���M ZCJrAC A3 =ti D �ZrM r�D�l r- �araD NZ2 �D= t7 Dw n Dir ��ty� =�D :Dr -x. 3> C:] Z rNCZ N m�MC3 ;or -r- CJF- D rZ-U�.ZI �d�A coo) -1 N�CfTIZ �T.D MZlz �C 6 fTl (*11T1 C7 (�D -'�-c '��C =�Z Dim -Ibd� D �f' "-1 (DC7 QoM Z� =rr W r-� (� ZC .--� f'l N �ZDZ C �ZZ "mr- Z �C M �(N/)HT. = "')MM Z= -i r Ca= bd _= 1 �ZZ (T1 ASM ZW aDN Oa7D C = ' ' C (n AZ � .o _ `-+ 3 C 1 70 - . -in MC) M ty Zo =� z �3D-a -c oczv =a -tarn a ti ti GUARDRAIL 36' MIN, ro 0 a-13 - bdoC 0 ,��uu 9* W DO Ul m - v a, ro •III . 70 -1111 D .1111 w v �. 0 5r -F PLANS V MIN. 1,0 00 V 0% (A 4 W W �. On MIN. �rn cn A wlu -1 x-470CbtiRl"C-)Ej k❑r❑-a� 0 ppb IZ 0033 3rr,-b. � yy��_�bb��MD� r.. p rMbDZrl-r- -�1 b�� b-D00O� r.� Z2 s Z vl L) ;U =nb �b3 ZbGI 5 q ;a ,, D r rn �.ay F ❑ zme❑" �❑ Vs rn (" �< bvl z ,-mc �n o 50 -10-1,3 y 3 ZDb ���� b C DL.C. ❑� A� bc�mD AZ I�-ONC l' � �~b ❑b l �� p n mn m �� 3br�� P) "I ® 0 -gyp O~1 O-Zl� �o� f o0C0 lU ❑(tel \UI❑ D z I'" bDA ~i7� rnv�i U 1 � OD 0\ -{ � E:) \ � � b � � � r z W q*6-33N10 �� ; M C3 ❑ ry rr,z DATE 6/20/2001 HOFFMAN'S SUNROOM CALIFORNIA SUNROOMS xALE 1/4"=1'-0" 3130 GRUBB Sunrooms, Garden Rooms, Patio Covers WDRQ OROVILLE; GA 15-166 Licensed, Bonded & Insured bz G,A.P,T, Cont. 'Lic. #625028 .IOB 11292-B Coloma Road - Rancho Cordova, CA 95570 G5-HOFFMAN DET, IL5 1 800 834 3211 (916) 631-8186 Fax (916) 631-8199 1. Ceiling Insulation -4 -3 .1 Number of stories -1 R-vaiue One Two Threw... R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 .1 .1 R-38 0 0 0 U -value 4 40 -90 0.50 -176 44 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.C6 -11 -5 -4 0.C4 -4 .2 .1 O.C2 4 2 1 0.00 11 5 3 13 27 -52 2. Wall Insulation -9 -2 6 Single- Single - -49 -15 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value . 8 15 22 0.80 153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 .24 0.10 0 0 0 0.08 4 3 2 0.06 -29 -4 1 0.04 4 11 7 0.02 19 - - 14 10 0.00 24 18 12 3. Raised Floor Insulation 3 8 Insulation in Floor 17 --- - Number of stories 4 R -value One Two Three R-0 .17 - .8 -5 R-11 3 .2 -1 R-19 0 0 ' _ 0 : R-30 " 3 . 1 1 U -value 11 15 18 0.60 . -144 -70 --46 0.50 '. -120 -58 .38 0.40 .95 -46 30 0.30 -69 .34 -22 0.20 -43 -21 -14 0.10 -17 -8 .5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 .1 0 0 0.02 4 2 1 O.CO 10 5 3 Controlled Ventilation Cnwispace -15 -it Number of stories 3.7 R -value One Two Three R-0 .11 -7 -5 R-5 -4 -4 3 R-11 .2 .2 .2 R-19 .1 .2 .2 4. Slab Edge Insulation 8 7 6 5 4 - Number of Stories 7.79 R -value One Two. " Three. ' R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 -3 .1 0.80 -1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass ]feat Loss Total -69 -64 na Effective PCs cerht Class U -value -55 Percent -35 (percent glass x SC) .51 to :41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 . -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 3 3 9 15 21 -34 -7 .2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 --14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 _ -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) -69 -64 na Effective PCs cerht Class -59 -55 na -35 (percent glass x SC) -46 Effective -29 - -37 na % Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 .4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 .1 .1 .1 .1 2 0 -1 .2 -4 .2 0 na = not allowed 8 10 12 13 13 a3. Shading (Shade Closed) Effective Percent Claw (pereent glass x SC) Elective % Glass North .A8 -14 16 -12 14 -10 12 ..-8 11 -7 10 -6 9 -5 8 -5 7- -4 6 -3 5 .2 4 -1 3 0 2 1 1 1 0 2 rte . not allowed East South West Slry6pht -48 -69 -64 na .42 -59 -55 na -35 -50 -46 na -29 -40 -37 na -26 -36 -33 na -23 -31 .29 -74 .20 -27 -25 -65 -17 -23- -21 -56 -14 -19 -18 •47 11 -15 -14 -38 -9 -11 ' .10 .30 -6 -8 .7 .23 -4 -5 -4 -16 _1 .. -2 .1 -9 1 1 1 -4 3 4 3 0 9. Interior Thermal Mass Climate Zone 11 SCORE CARD Interior SEER Slab Floor Raised Floor Mass (assume; ducU in attic) Stories Stories 2200 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -i .1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 .1 1 1 2 0.7 .5 -2 -1 1 2 2 0.9 -5 .1 0 2 3 3 1.1 -4, -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 . 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 ii 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Solar Exterior Single- Single. - - Wall -5 . -4 -4 3 Family Family MuN Two + Mass 2 Detached Attached Family 0.00 units) 0 0 0 0.2 0.20 Unit Size (SQ 3 2 1 1.2 . 0.40 .... 5 4 3 2200 0.60 Credit 8 6 4 . 0.80 "or 10 8 5 lass 1.00 1699 13 10 7 SG 1.20 0 13 12 8 Owl. 1.40 or 12 13 _ 9 7 1.60 4 10 13 11 . . 1.80 5 10 12 12 2 2.00 WS9 10 11 13 3 11. Heating System 2 0.5 POU 9 SE or HSPF 3 2 2 SE (assumes ducts In stdc) 45 _ -15 -it Sum of 1-0 3.7 Solar 2 1 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3. 3 3 2 2 1 0.60 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15, 13 11 9 7 0.95. 8.71 20 18 . 15 13 11 8 1 1 Effective SE or HSPF POU 1- (SE or HSPF x duct efficiency) 0 Effective -25 or -24 to .14 b -A to +6 b 16 or SE HSPF less -15 S +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 .34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -i4 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 •5.13 2.4 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 2.9 3.1 Zonal Control Adjustment 3S System Type 4.2 4.4 Resis*ance 10 9 7 6 4 3 Other 56 6 5 4 3 2 2 12: Cooling System Climate Zone 11 SCORE CARD Unit Size (so SEER Water 1139 (assume; ducU in attic) 1700 2200 &m of 7-10 Heater Credit or r ,25 or •24 b -wo 1 to +& to 16 or SEER cess ..is •6 +5 +15 more 8.0 -14 •12 -10 3 '6 -4 8.5 -9 .7 -6 -5 -4 -3 8.9 -5 .4 -4. 3 -2 -2 9.0 -4 '3 -3 .2 . -2 -1 9.5 0 l00 0 0 0 10.0 4 .3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 S. 13.0 20 17 14 12 9 6 5 Effectire.SEER 3 3 : SE (SEER x duct effldene7) 37 -24 Sim of 7-10 -15 .12 Effective -25 cr .24%o -1410 -4 In +6 b 16 or SEER less .15 S +5 +15 more 5.0 -30 .25 -21 -17 -13 .9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 d -4 3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16• 14 12 9' 7 5 10.0 22 19 16 13 .10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 .. 29 .. 24 20 15 10 1 Zonal Control Adjustment None -28 10 8 7 6 4 3 -9 No Cooling System Installed Solar Stories 5 - - One - -5 . -4 -4 3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Point System Summary: Climate Zone 11 SCORE CARD Unit Size (so Water 1139 12M 1700 2200 2700 Heater Credit or r • b to to or Type Type less 1699 2199 2699 more Raised Floor Insulation let or None^ 0 0 0. 0 0 Slab Edge Insulation - ISG or Solar 12 ` '8 6 5 4 Infiltration HP HWR 8- 5- 4 3 3 i WSB 5 3 3 2 2 4 TYPE t MASS (UtMC s 4.2, POU 8 5 4 3 3 : SE None 37 -24 -18 -15 .12 "i Solar -1 .1 .1 0 0 i HWR -18 -12 -9 -7 -6 ��• WSB -25 -i6 -12 -10' -8 PQU _ -18 -12 -9 -7 -6 IG None -5 -3 .2 -2 -2 50% Solar 7 5 4 3 2 65% POU 3 2 1 1 1 IE None -28 -19 .14 -11 -9 1.7 Solar 8 5 4 3 3 32 POU -10 -6 -5 -4 -3 4.6 Multi -Family (individual units) 53 10% 0.2 04 Unit Size (SQ 0.6 Water 1.2 599 700 1200 1700 2200 Healer Credit ' or b to 10 "or Type Type lass 1199 1699 2199 more SG None 0 0 0 Owl. 0 or Soiar 14 7 5 4 3 HP HWR 9 5 3 2' 2 4.5 WS9 9 4 3 2 2 0.5 POU 9 5 3 2 2 SE None 45 -23 -15 -it .9 3.7 Solar 2 1 1 0 0 5.1 HWR -23 -12 -8 -6 -5 1.1 WS9 .25 .13 .8 •6 .5 2.6 _PQU :23 _12_ _8 -6 -5 IG None :8 -4 -3 .2 1 .2 5.5 Solar 6 3 2 1 1 1.5 POU 1- _ 0 0 0 .0 E None -30 .15 .10 -8 •6 4.4 Solar 18 9 6 4 4 5.9 POU -8 -4 .3 .2 -2 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation q 30 or r Interior Mass/CFA R -value 1381 _ U -value 10.0301 2. Wall Insulation or R -v ue [Ill U -value [0.0981 3. Raised Floor Insulation let or _ R -value (1 1 U -value [0.037) 4. Slab Edge Insulation - or - - - - -- R. -value, 101 F2 factor [0.771 5. Infiltration Standard - 6. Glass Heat Loss 11.--C-..71 Type [double) U -value (0.651 4 TYPE t MASS (UtMC s 4.2, Le-. exposed slab) ,- p.t" .1- -� ��• 0% 5% 10% 15% 20% 25% 30%, 3S% •405 45% 50% 55% 60% 66X 70% 75% bo% 65% 9C% 95% 100% 105% 110% 115% 120% 125` 0Y. 0 0.2 04 06 0.6 1.1 1.3 1.5 1.7 1.9 2.1 23 2.S 2.7 2.9 32 3.4 36 36 4 4.2 44 4.6 4.6 S 53 10% 0.2 04 06 0.6 1 1.2 1.4 1.6 1.9 21 2.3 2.5 , 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 46 4.6 5 52 54 20% 0.3 0.6 06 1 1.2 1.4 1.6 1.6 2 2.2 2.4 2.7 29 3.1 3.3 3.5 11 39 4.1 43 4.5 46 5 52 54 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 i.8 2 21 24 2.6 2.6 ,'3 3.2 3.5 3.7 19 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5 6 58 40% 0.7 0.9 1.1 12 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 32 3.4 3.6 3.e 4 4.3 4.5 4.7 4.9 51 53 5.5 S7' 59 Sm 0.9 1.1 1.3 1.5 1.7 1.9 2.1 2.3 25 2.1 3 32 3.4 •3.6 3.6 4 42 4.4 4.6 4.6 5.1 5.3 5.5 5.7 5.9 6.1 SSX 0.9 1.1 1.4 1.6 1.6 2 2.2 2.4 2.6 26 3 3.2 35 17 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 56 56 6 62 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 33 3S 3.6 4 4.2 4.4 4.6 4.6 5 52 54 56 5.9 61 63 65% 1.1 1.3 1.5 1.7 1.9 22 2.4 26 2.8 3 3.2 34 36 3.6 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.6 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.6 5 52 54 56 56 6 62 64 75% 1.3 1S 1.7 1.9 2.1 2.3 25 2.7 3 12 14 16 3.6 4 4.2 4.4 4.6 4.6 5.1 5.3 S.5 5.7 S.9 6.1 6.3 65 MY. 1.4 1.6 1.6 2 2.2 24 2.6 28 3 3.3 33 3.7 3.9 4.1 4.3 4.S 4.7 4.9 s 5.1 54 56 56 6 62 64 66 65% 1.4 1.1 1.9 2.1 2.3 2.5 2.7 2.9 3.1 33 3.5 36 4 4.2 4.4 46 4.6 S 52 54 56 59 6.1 63 6S 67 90% 1.5 1.7 2 2.2 2.4 2.6 26 3 32 34 3.6 36 4.1 4.3 4.5 4.7 4.9 5.1 53 SS 5.7 59 62 64 66 66 95% 1.6 1.6 2 21 25 27 2.9 3.1 33 3.5 17 3.9 4.1 4.3 4.6 46 5 5.2 5.4 55 56 6 6.2. 6.4 6.7 69 100% 1.7 1.9 2.1 2J 2.5 2.6 3 3.2 3.4 3.0 13 4 4.2 4.4 4.6 4.9 11 5.3 53 5.7 5.9 6.1 6.3 63 6.1 7 105% 1.6 2 2.2 2.4 2.6 2.6 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 56 6 6.2 64 66 66 7 I1oy. 1.9 2.1 2.3 2.5 27 29 3.1 3.3 36 36 4 4.2 4.4 4.6 4.6 5 5.2 5.4 5.7 5.9 6.1 6.3 65 6.7 69 71 115% 2 22 24 2.6 2.6 3 32 34 3.5 3.6 4.1 4.3 4.5 4.7 4.9 5.1 5,3 5.5 5.7 59 62 .6.4 6.6 66 7 72 120% 2 23 25 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.6 5 5.2 S.4 5.6 56 6 62 6.5 6.7 6.9 7.1 73 125% . 2.1 2.3 25 2.6 3 3.2 3.4 3.6 3.6 4 41 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.S .6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation q 30 or r R -value 1381 _ U -value 10.0301 2. Wall Insulation or R -v ue [Ill U -value [0.0981 3. Raised Floor Insulation let or _ R -value (1 1 U -value [0.037) 4. Slab Edge Insulation - or - - - - -- R. -value, 101 F2 factor [0.771 5. Infiltration Standard - 6. Glass Heat Loss Type [double) U -value (0.651 7. Shading (Shade Open) a. North b. East . c. South d. West e. Skylight 8. Shading (Shade Closed) a.. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass t,". 10: Exterior Wall Mass 11: Heating`System Zonal Contiol? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating 96 Total Gliss (161 % Glass SC Eff. )%) Glass X X 11 = .' a X o X" _ % Glass SC Eff. % Glass 9? X x_� a X- _ --- TYPE 1 MASS AREA COND. FLOOR AREA Interior INl4s/CFA • TYPE 2 MASS AREA 6 Exterior Wall Mass ND. L OR AREA • 2A X _ + SE or HSPF Duct Efficiency 10.781 Effective SE or [0.7216.61 - HSPF 10.5615.151 41.9 x .gig _ %.l SEER (9.5] Duct Efficiency 10.741 Effective SEER [7.031 Type [SG] Credit [none] Point Scores Point Total.- Point otal: Sum 1-6 Sum 7.10 Certificate of Compliance: Residential Climate Zone 11 Project Tithe _ �� 5;% 7 dress mentation Author Building Permit 41S (ledced By / Date Enforcement Agency Use Only BUILDING DATA Glass ea % Glass North , O Conditioned.Ell000rr Area —a Za Number of Stories East te 7 ..O Slab sed Floor Number of Units �_ South {-jrSingle Family Detached (SFD) [ ] Addition Alone West _ (] Single Family Attached (SFA) [ ] Existing Building Skylight v (] Multi -Family (MF) [ ] Existing -Plus -Addition Total B ULLDIN G SHELL INSULATION Component Insulation Locaiion/comments Type R -Value (aide, :o garage, rupia?, etc.) Wall .............. Wall ............. Roof ............. Roof ............. Floor ............. y Floor ............. I' Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single. double) (Tolls blind, etc.) (shadescreen, etc.) (yestno) (tnetalfwood) North ( )L --01 North ( ) East ( )_ East ( ) South ( ) South ( ) West ( ) West ( ) Skylight...:... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen, bath etc.) HVAC SYSTEMS Mi,-imum Type (furnace, air Efficiency conditioner, heat purno) (SE, SEERMSPF) Duct Location (attic, etc.) Duct R -Value Output Manufacturer / Model # (Btuh (ora roved equal) -_ •7R t�Ii /� s/ ,5.7 �� ter' Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # 0 -Svstem_T-Ype-(storage gas, etc.) Capaci;y—(or-app roved-equal)—Special,F,3iQfs) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF-lR NOTE: Lowrtse residential buildings subject to the Standards must contain these Mcmums rcgsrdles; of the compliance approach used Items muted with an asterisk (*)may be supe'sedod by mom stringent complias= mquiremutts listed on Ute Ceruficste of Cotnpitaee. W)tcn thw chockLs is incorporated into the permit documents. the futures noted shag be consnaved by all parties u binding minimum component porfomtance specifications for the mandatory measures wheLhr they arc shown vn th scwhac in the documents or on checklist only. ' - M1 DESCRIPTION DESIGNER WMItCE14ENT _ Building Envelope Measures §2.5352(a): Minimum ceiling insulation R-19 weighted avenge 62.5352(bY Loose fill insulation manufacturer's labeled R -value §2.5352(c): Minimum wall insulation in framed walls R•11 weighted average (does not apply to catenor mass walls). 12.5352(kY Slab edge insulation - water absorption rate no ptater than 0.3%, water vapor uansmtssion rate no groter than 2.0 perWinch. §2.5311: Insulation specified or installed meets California Energy Commission (CECT quality standards. Indicate type and form. §2.5352(r): vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Convols a. Doors and windows beiwcen conditioned and unconditioned spaces disp%d to limit au leakage b. Doors and windows certified. e Doors and windows wcatherstripped: all joints and puwz-. tioru caulked and scaled §2.53iUc). speew infiltration barrier insnikd to comply with §2-5351 menu CEC quality standards. §2.5352(d)'. Installation of Fueplaces 1. Masonry and factory -built fireplaces have: a Tight fitting, closeable metal or glass door Is. Outside air intake with damper and control r- Flue damper and ennuol 2. No continuous btuning gas pilot allowed. HVAC and Plumbing System Measures 02.4352(8) and 2.5303: Space conditioning equipment sizing: attach calculations. 12.5352(h) and 2-5315: Setback dersnostat on all applicable heating system • 12-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC §2.5316(b)c Exhaust systems have damper controls. §2.5314(c): Gas-facd spare heating equipment has intermiumt ignition devices. 12-5314: HVAC equipmetuwater heaters. showerheads and faucets certified by the CEC §2.53520: Water heata insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 fees of pipes closes to tank insulated (R-3 or greater). _ 12-5312(Fsception 1): Pipe insulation on steam and secam condensate return d recirculating piping. §2-5318(dy Swimming Pool Heating - 1. System has: a. Ordofr switch on heater. b. weatherproof instruction plate on heater. I e Plumbed to allow for solar. 2. 75 perccnt thermal efficiency. 3. Pool cover. - 4. Time clock. 5. Directional water inlet Lighting and Appliance Measures t 02-53520): Lighting - 25 lumens/watt or greater for general fighting in kitchens and bathrooms. 12.5314(c)-. Gas feed appliances equipped with intermittent ignition devices. 12-5314(a): Refrigerators, refrigerator -freers. freezers and nuorescent,lamp ballasts certified by the CEC Indicate make and model number. COMPLIANCE STATEMENT This cerdficate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2. St b pter4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purdiaser of the building. Designer Name TukJFU= Address: Tekpho= tic. #: Buildinz Owner Name Address: ' • Tciephonc -- -- --_ _ - (airn■ttuc) ---- _ = = =-- _ - ..(date)=— - -(signature)--=- --- ---- - ----- - _ (dire)--- DOCumentadon Author Name. TitklFirrs Addrrs- Enforcement Agency Name: Ataxy- TA -14- im mom MM \ SEP_rIa 1.12 4\c1ZE5 GENERAL -NOTES I. CCNSTMCTION•04ALL COW-OW-161VESE PLANS AND ALL APPLICABLE CODES' -AND LOCAL ORDINANCES INCLUDING THE 1991 EDITICN OF THE UNFOW _. -.BUILDMG CODE. t p ^ (� / +�;,� 2. STEEL BUILD!I�s SHELL 8HALL BE DES!GHED BY OTHERS TO UBC, AND MMA o J �. G K 'MAZY Y -d.l� � t'T 1 CULATIOFRECUONNS NAS REQUIRED BY LOCAL BUIL�IDE SHOP DEPARTMENT• MG8 AND CAL- }ZE.i5 MINRLJM DESIGN LOADS: r ROOF LIVE LOAD: TO PSF UTH DECREASES FOR AREA 2 7' I (D — S J - - AS ALLOWED BY UBC TABLE I6 -C. JUIN LOAD: 80 t"4./ / EXPOSURE 'B' 2 C L L 2 a:•EISMIC ZONE nl 3. STEEL BUU D*L1j SHAI.t AE FA51RICATED (INCLUDING ALL WELDING) IN AN ASN; aERTIMED "SHOP APPROVED BY THE LOCAL BUILDING DEPARTMEM r-V—r, UB: 1101.1. B'JILDIW% MANUFACTURER SHALL SUBMIT C!ERTrFIGA.1!4DP* ,r%t4D OTT- ER INFORMATION AS REQUIRED FOR APM:PDVA,.L &1 ' M 1DING -DEPARTMENT. SPECIAL Ikl°CMEC MVI,?M APPROVED I. Required at Inror ett�res iMil be performed by an Independent Butte County special lmp+eaouperr secmvoti 1101 of the UBC and local Building Environmental Health Departmmtl..rcgplrements�. - - �/J 4. The eontrecta "Msd�ralt upeclal Inspector certifications to the �/� Building Depiiv n ,nt a;v, tke--wi~ yr permit application. The special ---- Inspector =641 jk�e bj�Tera t .1 Kine Building Department prior to Date _ beglnning comruetrcrn:. - 3. epecla1 Inspeciz i li; r8q rfc-d 6vr the following Items: High 'Strengt&,B?Wfr ql Signature 28S 'CODE -AM AL` M) MR Mel L MZ, _ OCCUPANCY V-1 t'PRI VA4TE GARAGE) - TYPE OF C42;#'` I JIL V hY -- _ LOGAT,,, N Q11 PRC7PERTY, cL.iEmk T*,, PL * NORTH . CLEAR 10 EXTSTING . IBUILDRMG AT EAST UC) CLEAR ?-- PL AT SOUTH CLSOR 10 E'L AT WEST FLOOR .dRicAi ' MIZOPOSED AFRS4, :1500 Sa FT. S4LLO Lh B AREA • '3000 Sa FT. (UBC 312.22) ALLCUABL5, MCC*IT 40' _ . -�. _ ._�_ __�y:• . � � r w_.. ' NLf'�Ety t7F' SiteFUEb;= PROP016ED, : STNGLE STORY ALLOWABLE r SP40LE STORY OCGUPA rm AT I PER TDO SF. (ALL OTHERS) �V'ELL -- -, _ _ _ `EMTSr gi EXIY RECIJ4IRED FOR LESS THAN 30 OCCUPANTS f EXM PROVIDED 'Nv1Z7H VALLEY 13U l'LDt icw' 5? EM i B, "I A -b A A UTOAA rl Fr�E iSoPPReSSIO 'D. PX 109* a: 70 FNA L U-1 t Environmental Heafth AUG 18 199Z Oroville, CeJdomia COUNTY OF BUTTE BUILDING DEPT -JUN 0 9 1992 0 7.1Z AC. to la "ea 'tnevi %to Dal to Q 1'4 C) 4, 0,?0 FavByjye c ez) ot7rhe t7tj/ J/ ealth 11 BUTTE COUNTY BUILDING DEPARTMENT A . P P R 0 V E® I f— Z— f I- &P .... , , f.. i Locati0fi of structwee equipmentw9MI be as shoA nts & clear of 411 easements. i Ni 4441" U-1 t Environmental Heafth AUG 18 199Z Oroville, CeJdomia COUNTY OF BUTTE BUILDING DEPT -JUN 0 9 1992 0 7.1Z AC. to la "ea 'tnevi %to Dal to Q 1'4 C) 4, 0,?0 FavByjye c ez) ot7rhe t7tj/ J/ ealth 11 BUTTE COUNTY BUILDING DEPARTMENT A . P P R 0 V E® I f— Z— f I- &P