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041-080-140
' LAND DEVELOPMEN-I' SI-IEE'1' ENCLOSED 041-080-140 02-1278 �N1 CAREY. SUSAN $ . :CIItC1.E J RD., CH ICO - CONT: TOM PROVOS" NSF W/GARAGL= 041-080.140 02-1919 CAREY, SUSAN BUTTE VALL 2-I .IWCIRCLE J * ., CONT: WF SQUYRES FIRE SPRINKLERS :*W / 041-080-140 AG02-074 SUSAN CAREY 3, 1�11& ;IRCLE J RD., BUTTE VALLEY AG. BLDG. C� I NOTES9, } iD > I /1 l r�D 10✓1 A b 15>X-- r RESIDENTIAL if .((- 04 1-080-140 02-1278 1 PERMIT NO! CAREY,.SUSAN ,CIRCLE J RD.,O f CONT: TOM PROVOST NSF W/GARAGE OFFICE COPY Address GAS yg-G /� -Meter B , Da A .• -l7 ELECTRIC Meter By Date I{ Jl SPECIAL CONDITIONS CHECKEQ,, BY SRA FLOOD CERTIFICATE REQ. fRE SPRINKLERS REQ.2G((� 1 SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Il II OFFICE COPY Address M _ ELECTRIC Meter By A1,4Z Date &/ iI JOB --- - �— 4 FINALED (Date) Signature t P t 4� •j tl >4 4 i. t } 4 RESIDENTIAL if .((- 04 1-080-140 02-1278 1 PERMIT NO! CAREY,.SUSAN ,CIRCLE J RD.,O f CONT: TOM PROVOST NSF W/GARAGE OFFICE COPY Address GAS yg-G /� -Meter B , Da A .• -l7 ELECTRIC Meter By Date I{ Jl SPECIAL CONDITIONS CHECKEQ,, BY SRA FLOOD CERTIFICATE REQ. fRE SPRINKLERS REQ.2G((� 1 SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Il II OFFICE COPY Address M _ ELECTRIC Meter By A1,4Z Date &/ iI JOB --- - �— 4 FINALED (Date) Signature ./= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Date U_pderfloor (Plans) OK except #'s (%Ft ., Main; Soils-Elec. Grnd.-/ J1'Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ tg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ r Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. HolgDowns and Special Anchors mo etector lab, Steel -Wrapped 6 8. Pier -Fireplace Ftg.-Steel p 11. D. .; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underaround 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 j Card B-1 Dat -2_- Card B-1 Date / Card B-1 Date PLUMBING (Permit) OK except #'s 0. Water Hir.; Vent -Access -Combustion Air Baffle mo etector &*"Water Pipe; Test & Anchor -Nail Protection 5 D.W.V.; Test Fittings & Anchor -Nail Protection edroo xiting 460 --shower Pan; Test, First Floor -Tub Access _ & Shower, Second Floor -Tub Access 6. �st_Tub a2 -as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s RA,3lFixture & Transformer Clearance -Ins. Protection & Switches at Doors & No. of Conductors (AfRo Installed Close to Edge of Studs & C.J. Equ'p. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size/ / ga. Cu or N-A.C. Wire Size / / ga Cu or AI LAa-gange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes O No 31. onductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MF,,.GHANICAL (Permit) OK except #'s 0. A.ucts Insulation & Support mo etector Ven Fan, Exhaust above insulation 5 ondensate Drain & Overflow, Size & Grade edroo xiting 3 u�e-Vent Access -Comb. Air -Return Air Vent 115 outlet I.&Zalh Fixtures & Tub Access -Spa 3"tic Access & Platform if Furnace in Attic 6. ood on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer r TZ Ft'aiT' reed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Z2 J,IhX61. /,0 its Proper Materials & Anchors �-62. Plr,w"ftStuds-Nailing Spacing & Braces -Plates -Sound . Damper earing Wails over Girders & Floor Nailing Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ; Above Floor-Mech. Protection D Stop in Walls (rat proof) Furred Ceilings -Stairs -Chasers -Tubs et^. & Mech. Equip. Listed for Location I'.Fir�ps, pe- h`eaders & Beams -Size & Bearing Duplex Date FRAMING (Continued) 4 ngers-Post Caps -Anchors -Connectors oist-Rttr. Ties- Purlin-Roff Brac.-Truss-Shting.-Ring. Fireplace Ties or Type A FI4e-Fireplace Throat Clearance FINAL (Plans) OK except #'s ss; Size & Romex Protection -Draft Stop -Ins. Baffles 0. . Windows or Exiting Doors -Sill Ht. & Dimensions mo etector Garage Fire Protection Framing 5 roperty Line Firewall & Openings edroo xiting xt i•s One 3' -Check Garage 3rd Story, 2 Exits I.&Zalh Fixtures & Tub Access -Spa Stairs; -Headroom -Rise -Run -Landing -Fire Protection 6. ood on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer r TZ Ft'aiT' reed -Fd. Vents-Underflr. Access Fir ce or Stove, Clearance -Hearth ing Area -Glass Protection -Skylights -Plastic Elec. Ou lets at Wood Panel, Int. & Ext. �srWalls; Nailing -Bolts jO,O'L%.V . Brace Interior/Exterior Wall Panels Z2 J,IhX61. /,0 Insulation- a i Ings ' _ �-62. Infiltration -Walls -Windows Date &g__Card B-1 Date Card B-1 Date • DMI -67 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings %6 mo etector urnace Vents -clearance -Comb, Air -Connector - In Garage—Above Floor-Ducts-Mech. Protection edroo xiting I.&Zalh Fixtures & Tub Access -Spa 8 ec. Trim & Subpanel, Breaker Sizes & Labels 69'ZtaT TZ Ft'aiT' 7q Fir ce or Stove, Clearance -Hearth 1. Elec. Ou lets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ec. qW,1,ets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure Damper 8 Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ; Above Floor-Mech. Protection �b. et^. & Mech. Equip. Listed for Location Elec. ptacles in Garage (F.F.I.)-Romer. Protection 4& -Foam -Looked in Attic 8 ai s eck Cons uction-Post Caps 83 'Door Drainage & Wood -Earth 6raereflee-6oeked-rmder-FIbS�O s 82. Following Instld./Drive 0 Yes ,- alks ^ J No/Planters J Yes I -No - 83. pis A. t D sconnect, Electrical -Plumbing 5. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing . xt lec. Trim G.F.I. Receptacle -Underground ,6691' Ventilat'on Throughout House ass Protection 90. Corrections om-Previous Inspections 463- as Meters Tagged, Gas -Electric _ ater & Sewer Connected -C/O to Grade -HD Approval /6�nergySlorn�iance Certificate -Other Certificates `9 dress Posted Date Card B-1 Date Card B-1 Date �_Gard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK % , 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rttrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 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 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; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rttrs.-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 Lgh1g. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Licht Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I / 11 - I- — t Date Z/3-2- . Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 41 i Main Street,- Chico, CA _- (530) 891-2751 7 County Center Dri ve * Oroville, CA - (530) 538-7541 f CORRECTION NOTICE OWNER PERMIT NO, A routine ion,indicates that the following violations of butte county Ordinances exist at the /inspe r above addre andshould be corrected. Please notice this office when correction of work is c omplete . It you have any questions pertaining to this matter, or need additional explanation, leas ontact this office immediately. p I t I t is -SIK, I / 11 - I- — t Date Z/3-2- . Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE %- L k4c r' ^- f C3 OWNER PERMIT NO. L A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed..,11 you have any questions pertaining to this matter, or need additional explanation, please act this office immediately. Ic- -: Date Inspector REV 1( W12 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT 01 4 ASSESSOR PARCEL NUMBER 06.1-080-140 ZONING BUILDING PERMIT OWNER CAREE SUS,',\T TELEPHONE 343-9637 SO. FT. OCC. BUILDING VALUATION - 1780 3 95,00-0171 OWNERS MAIUNG ADDRESS 1745 ST RL ENTIY IN CHICO CA 95928 CONTRACTOR'S NAME TOM PROVOST TELEPHONE 1521-1492 576 U 10'568, 00 CONTRACTORS MAILING ADDRESS 3230 BAY AVE. CHICO, CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 1$114,968.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 692.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUIL ING ADDRESS Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDNSION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 OT Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New W Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF W/GARAGE (3 RR) Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Fee 20.00 600V 0 R LESS Main Service .A OR 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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. OWNER -BUILDER DECLARATION 1 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. SO SO' 81.80 O N",oµpalp. T.MULTI-11 OUTLET @7,50 APPARATUS 6 POWERSINGLE OUTLET CIR. OUTLET OR FocruREs Ex. Occup.BAL 20 @'.0° @ .50 Ex. Occup. oUTLEDTS A IES -.DeA 5.00 Temporary Service 23.00 23,0 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 147.70 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. I 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 and policy number are: Carrier S1,rvk o_ Fv n d. MECHANICAL PERMIT Fling Fee 20.00 Heating 15-00 Cooling 15.00 Hood 6.50 Ventilation 3 4.5013.50 - yent fireplace 15-00 PERMIT FEE $ 85.00 Policy Number 1-5 I Fi ? - O 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' 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 ly with those provisions. / X F'• Date o �- Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R_ CONST. TYPE TOTAL FEE $ HAZ ES n FLOOD CDF I PARCEL I PO ND` tf SS This permit is her Issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON 4 applicable provisions Resolutions to do work been paid. D ep D� OJ Dale ReceiptNo. 343952 0555.08/ 51 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IN *' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET /�(� OWNER: �� ASSESSOR PARCEL NUMBERy 0 — Dff 0_1q0 Proposed Building Use: �� Counter Technician: 4 C Date: -5, 2- 0.0 2, 71. s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. '.' . Plot plans, 3 or 4 sets, signed by the preparer of the plans. P* Complete plans, 3 or 4 sets, signed by the preparer of the plans. ,b 1�ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ld'6. Manufacturedlihomes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down Di E.H. USE ONLY Plot Plan Attach d A c .f, Floor P%n A tied to 13.0 .4. Sant . —,— 6 ' TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance e. b A Owner Location AP# - Plan Approved for: Sewage Disposal"::�� lWater Supp4y4., Pubh97 Private Weli`j� Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 8/96 Health Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ,. SCHEDULE OF FEES DUE OWNER PROPO ED BUILDING USE I SJ t dr 10 lU � ' I lv 1. BUILDING PERMIT FEES \ Balance Due ....................... $ r Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ HOOL DISTRICT FEES ✓ (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ 36 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 1 RECREATIONAL DISTRICT FEES C%& 1 kr-W 1 (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES �! $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 3 WATER TENDER FEES (Battalion #r-Q�r) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # O K 1— 04R -0'— I qQ DATE RECEIPT # DfATE REC. 1 1bA J. /'' G? 3`! 3952 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed dun ng process. APPLICANT ' '"`� lM' v DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6100) Jan -20-00 07:23A wbdc 91668528315 :-0i P•- O2 APA W W% Certificate of Conformance Certificate 1052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products -Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specificatioris For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by . L I Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS Is a refate0 corporation of ARA — 7HE ENGINEERED WOOD ASSOCIATION 7011 South 191h Street - P.O. Box 11700 - Tacoma, WA 98411-0700 Tnlephone: (253) 565-8600 - Fax Number: (253) 565-7285 N711761 , ..6 OFNWAUATM NaIn Th and R VftW= (RAftw) 64 or wsAO1pL Bfmd Name John MI ft ' ! 2� 71 (iad�es) l 7�enrrwl Re , 1; -No (R-%%lae) aP — 38 _ l�oo�s Ffi lj�pe WII�e�aBB 8tapd Naeee • Jams l�a�e �oa4er�oda�.�edteaj�s4p� �eealMedee�, /6= . Warraiac��+e�1�i1 Milo - M%Mpw fadin 7beapsi t�ea�enoe(R Vl�uej ,e _.38 & EXTERIOR WAIL Pe bNO k On Dq* P Am L-FOUNDA7MWALL 7udmaus (i�ahesl aw Name .1ehn� d uo�wwiM� 7UeriM Raobol,noe wv" '- / 3 8eepd N�we .wr�s Y�wir� lt�eia�el �eeieleeos (Rdfaltm) M"d Name Bland Name July 22, 2002 Susan Carey 1745 Serenity Way Chico, CA 95928 • Department' of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-080-140 Building Permit Number: 02-1278 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: �l! Fire sprinkler application must be made, plans by a licensed C-16 contractor must be submitted, reviewed and approved before the permit for the house will be issued. House and sprinkler permits can only be issued together. Please submit plans and make application. Only an owner or a licensed G16 contractor may make application for fire sprinkler permit. Bedroom 3, contrary. to the note on the plan, has not been provided with an emergency egress window. Please provide. ,3' All walls and the ceiling of the garage, including the toilet room, are parts of the required fire ., assembly. Plans will be so noted for you. Your braced wall schedule does not include an adequate description of all of the requirements for an alternate braced wall panel. Description is to include requirements for anchor bolts and required rebar in the footing under the garage door opening. Truss needs to be sized for loads from mechanical unit or provide letter from truss engineer regarding additional engineering. Energy calculations include square footage of toilet room, which is part of the garage. This room must be excluded from energy calculations. Please revise calculations for correct square footage of house, 1760 square feet. The "C" trusses show a span of 34 feet, 8 inches. Plans show a 35 -foot span. STRUCTURAL COMMENTS: 1. Provide verification from the truss manufacturer that the t s� ong wall line B is adequate to transfer the 4.49 kip drag load. 2. Provide CS 16 straps connecting the truss to J a pl a to \ wy 11 li e C and at all top plate splices along wall line C as specified in the s ru tural cul tir s. 3.. Provide a letter from the Architect stating that a has i'ew d the truss package and that it conforms to his design. 1 of 2 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. AlMartha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Greg Peitz, Architect 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Building Permit Number: 0,P -/-,7 79' Plans Examiner: Martha C risty A. P. Number: 0 q I — 0 60 / T G' GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. . Recorded notice of violation. Building permit valuation. LOT PLAN: Complete parcel size and dimensions. /2' Setbacks, side yard, easements, etc. Other buildings or structures. �! Grading, fills and/or drainage. ,5-**' Flood hazard. Special conditions �, /on -Parcel Map: Noise EDtK SRA Fire Sprinklers Water Tender Traffic.and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. / Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: ,' Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). A! Skylights (Uniform Building Code section 2409 & 2603.7). �l Glazing in Hazardous locations (Uniform Building Code section 2406). ' ' Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. arage firewall separation - required on garage side including supporting walls and posts (..Uniform Building Code section 302.4 exception #3).(T—U,e „-,t t7l ,P2'—Under no circumstances shall a private garage have any opening intoa room used MY sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 4 s o�' ��cof� — �on ,I S. Water closet clearances (Uniform Plumbing Code 08. ). Amh `� -"` �8. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). RUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. �tL . A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building �f that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. �p Roof construction details complete enough to construct building. 0'0 X' ueplace construction details and calculations if necessary. . UK ge door header size(s). PPorch header size(s). I Typical header size(s). ,1 -2 -'Stud heights. �3 High expansive soil - special foundation design required. Retaining walls requiring design. ,lam Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 1 Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the compo4ents during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). _ . Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5 Roof pitch for roof covering (Uniform Building Code Table I5 -B-1& 2, I5 -D-1 & 2). 6 Foam insulation - protection. 7 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 0. Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. l2 Energy design compliance and supporting documentation. :3 CDF responsible area requirements. BUILDWG PERMIT REQUIREMENTS: 1. SRA. 2. H d elevation certificate. 3. Fire Sprinklers required. _ ' - 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2• of 2 PROJECT PROCESSING RECORD Applicant: y° v vD S U Owner: A.P. #: n Lfl- M-0 Permit Work Description: Date Description of Step or Status �1ti+Ia �- � -lea-��✓ ' AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ^ d i'I+i'I" r 202-004283 f Recorded' ' I REC FEEL i O W00 Official Records I COPIES 2.00 Count Of CANDACE J. GRUBBS 1 Recorder I ROSEMARY DICKSON 1 Assistant I MaryR 11:24AN 19 -Aug -2002 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit 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 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. L All that real property situate in the County of Butte, State of California, described as follows:2 o " Date PROPERTY OWNERS: SUso- r� C State of California ) County of,/���� ) On � Ve- Tr N6 74abefore me, -J/- Le.- ' �'C�L , y it obV-,J personally appeared .N personally known to me (or proved to me on the basis of satisfactory evidence) to be he person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal:2niJ. DARYLE POLK COMM. A0,1258489 If -" mg�l�I�fiil 041-080--0�0 Q m NOTARY PUBUC-CAUFORn1A Q COUNTY OF BUTTE Comm. Expires March 31, 2004 Preliminary Report Description Order No. BU -193960-2 VG The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: 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 3, 1996, IN BOOK 134 OF MAPS, AT PAGE(S) 31 THRU 33. APN 041-080-140-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE EAST LINE THEREOF, NORTH 00 03' 16" WEST, . 1474.09 FEET; THENCE LEAVING SAID LINE WEST, 967.56 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 130 36' 28" WEST, 461.53.TEET; THENCE SOUTH 180 12' 09" EAST, 479.64 FEET; THENCE SOUTH 15° 57'39" EAST, 352.54 FEET; THENCE SOUTH 0° 45' 59" WEST, 360.58 FEET; THENCE SOUTH 21° 05' 16" WEST, 1195.99 FEET, THENCE SOUTH 20° 08' 01" WEST, 85.38 FEET; THENCE SOUTH 360 50' 38" WEST, 377.13 FEET; THENCE SOUTH -700 54' 13" WEST, 109.09 FEET; THENCE SOUTH 250 46' 58" WEST, 76.87 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL; THENCE CONTINUING SOUTH 250 46' 58" WEST, 133.50 FEET; THENCE SOUTH 370-Ol' 05" WEST, 173.78 FEET; THENCE SOUTH 200'28' 13" - WEST; 633.40 FEET; THENCE SOUTH 720 55'57" EAST, 383.68 FEET; THENCE SOUTH 90 37' 43" WEST, 102.57 FEET; THENCE SOUTH 440 19' 08" WEST, 147.67 FEET; THENCE SOUTH 20 47' 56" WEST; 167.37 FEET; THENCE SOUTH 69° 17' 54" EAST, 167.91 FEET; THENCE SOUTH 54° 36' 54" EAST, 391.61 FEET TO CLARK ROAD. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEING A PORTION OF SECTION 10, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED .. , � ^ . lam- %�� •� �•� � ,��i � � Preliminary Report PARCEL III: - CONTINUED Order No. BU -193960-2 VG COMMENCING AT THE EAST QUARTER CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE EAST LINE OF SAID SECTION 3, SOUTH 0° 03' 16" EAST, 2633.16 FEET TO THE SOUTHEAST CORNER OF SAID SECTION; THENCE ALONG THE EAST LINE OF SAID SECTION 10, SOUTH 0° 17'29" WEST, 2002.92 FEET TO THE NORTHWESTERLY BOUNDARY LINE OF CLARK ROAD; THENCE ALONG SAID BOUNDARY LINE, SOUTH 540 42' 30" WEST, 209.00 FEET; NORTH 35° 17' 30" WEST, 20.00 FEET; SOUTH 54° 42' 30" WEST, 200.0.0 FEET; SOUTH 350 17' 30" EAST, 20.00 FEET; THENCE SOUTH 540 42' 30" WEST, 283.45 FEET TO THE BEGINNING OF A 1400 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 210 24', AN ARC DISTANCE OF 522.90 FEET; THENCE SOUTH 330 18' 30" WEST, 1012.32 FEET; THENCE SOUTH 560 41' 30" EAST, 20.00 FEET; THENCE SOUTH 33° 18' 30" WEST, 360.36 FEET TO THE SOUTH LINE OF NORTH HALF OF THE SOUTH HALF OF SAID SECTION 10; THENCE ALONG. SAID SOUTH LINE, SOUTH 890 07'32- WEST, 1304.33 FEET; THENCE NORTH 050 54' 58" EAST, 1400 FEET TO A POINT IN THE CENTERLINE OF A 60 FOOT ROAD RIGHT OF WAY AND THE TRUE POINT OF BEGINNING FOR THE CENTERLINE TO BE DESCRIBED; THENCE ALONG SAID ROAD CENTERLINE THE FOLLOWING COURSES AND DISTANCES: NORTH 89° 45'07" EAST, 680.36 FEET; SOUTH 72° 55' 57" EAST, 471.70 FEET; SOUTH 90 37' 43" WEST, 102.57 FEET; SOUTH 440 19' 08" WEST, 147.67 FEET; SOUTH 20 47' 56" WEST, 167.37 FEET; SOUTH 69° 17' 54" EAST, 167.91 FEET; SOUTH 54° 36' 54" EAST TO A POINT IN THE NORTHWESTERLY LINE OF CLARK ROAD. EXCEPTING_ THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL IV: - I vu III A NON-EXCLUSIVE`EASEMENT FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED- IN THE OFFICE OF THE RECORDER OF'THE- COUNTY .. OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, 1996, IN BOOK 134 OF MAPS, AT PAGE(S) 31 THRU 33. 1 EXCEPTING THEREFROM ALL. THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. AQ IN I. zooz t As coolly PI vila-if MOON July 22, 2002 Susan Carey 1745 Serenity Way Chico, CA 95928 0 • Department,of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-080-140 Building Permit Number: 02-1278 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NPN -STRUCTURAL COMMENTS: Fire sprinkler application must be made, plans by a licensed C-16 contractor must be submitted, reviewed and approved before the, permit for the house will be issued. House and sprinkler permits can only be issued together. Please submit plans and make application.' . �Only an owner or a licensed G16 contractor may make application for fire sprinkler permit. Bedroom 3, contrary. to the note on the plan, has not been provided with an emergency egress window. Please provide. • ✓ All walls and the ceiling of the garage, including the toilet room, are parts of the required fire assembly. Plans will be so noted for you. /Your braced wall schedule does not include an adequate description of all of the requirements for an alternate braced wall panel. Description is to include requirements for anchor bolts and required rebar in the footing under the garage door opening. Truss needs to be sized for loads from mechanical unit or provide letter from truss engineer regarding additional engineering. Energy calculations include square footage of toilet room, which is part of the garage. This room must be excluded from energy calculations. Please revise calculations for correct ��. square footage of house, 1760 square feet. The "C" trusses show a span of 34 feet, 8 inches. Plans show a 35 -foot span. STRUCTURAL COMMENTS: Provide verification from the truss manufacturer that the truss along wall line B is adequate to transfer the 4.49 kip drag load. Provide CS 16 straps connecting the truss to the top plate along wall line C and at all top, plate plices along wall line C as specified in the structural calculations.. t Provide a letter from the Architect stating that he has reviewed the truss package and that it.t conforms to his design. 1 of 2 1 • If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Greg Peitz, Architect 2 of 2 PLAN REVIEW RESPONSE FORM In orderto op:dite the review plasm. plem &0 lollaarittpn Ed t+e= this form with your re-submim trus faun is not complete, aa. to Nn+ec tion h mti are Will not be abk fa your 041"ttal for review. There nlurt be a response to every item requested in our pbn correction low "8y others' h not considered a valid capaux pig Wdicae response to each item and-dw location where the ia&xntation an be fond oa Wes plamlalc& - -- --� - - - - S�,sa,•�, Ca�-�v 1'7 45 Gh i co CA :EL NUMBER 0-q I- 66c> - 14d RESPONSE FOR PLAN CHECK LETTER DATED: j t, � % t 22 r 200 2 Qv9. 8, 2op2. 02 - 12?6 PLAN CHECK ITEM M Nag • S'wrc.� 2 RESPONSE BY: ev+ LOCATION ON PLANS/CALCS: Nle COMMENTS:. J Cw ti• �1 ✓1 PLAN CHECK ITEM N neon • sf�.�. 2 RESPONSE BY: � rc..(�� '�-e.c,-�- LOCATION ON PLANS/CALCS: -� 1 r. � I q n COMMENTS: SCC. r•2.V a�.r' PLAN CHECK ITEM N RESPONSE BY: LOCATIO�NnON� PLANS/CALCS: COMMENTS: 5-e-2— AC t onn r•. 14.✓L IGtA ' i PLAN CHECK ITEM N RESPONSE BY: Arc1n.� �-ec+ LOCATION ON nPLANS/CALCS: -�o�hc�-�.�� ply. COMMENTS: Q L rev j N s 9✓\ -� IGtA ' PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANSJCALCS: 5 TruSS Co+rNss ck C -s . COMMENTS: 5�, I2 • RESPONSE FOR PLAN CHEC�LET-TE�RDATE�D-� PLAN CHECK REM N RESPONSE BY: t N -7n-3 tet, �Vkn% ecdc, Qrrnl►?�-tr COMMENTS: e - 4E- 1`E:►11"SQ \ A n h caws . PLAN CHECK REM M RESPONSE BY: COMMENTS: PLAN CHECK REM N OM��. PLAN CHECK REM N COMMENTS: RESPONSE BY: RESPONSE BY: Tl -t4 Ss wtr. PLAN CHECK REM N RESPONSE BY: Sf 2. COMMENTS: ,Se L /`c.V/teaU `•n C, AN CHECK ITEM N RESPONSE BY: 3 A��,�� )MMENTS: c5y- t lc-- G /C) CHECK ITEM N IRESPONSE BY: O I ivn UN t LANS/CALCS: LOCATION ON PLANS/CALCS: 4 rtAs s ca(cs '. wWn .,\, S LOCATION ON PLANS/CALLS: LOCATION ON PLANS/CALCS: 7i*v3S ce tc,s- LOCATION ON PLANS/CALCS: G119� LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: NOTES RESIDENTIAL. VP ift, 041-080-140 02-1919 PERMIT NO CAREY SUSAN CIRCLE J LN., BUTTE VALLEY CONT: WF SQUYRES III FIRE SPRINKLERS I - SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a a � Y s: JOB FINALED (Date) 3. Signature ,i ,/ = OK ` 4. 0 = Not OK 1. = Not Applicable MOBILE HOMES = Not Ready 2. Date MOBILE HOME UTILITIES (Plans) OK except it's 3. 1. Zoning Requirements -Setbacks -Easements Well Clearance 8 Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS 4 Date 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 3. 7. Well Clearance 8 Disconnect 4. 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Date Electric Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 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 Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 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 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date 7. Card B-1 Date Card B-1 Date 8. Card B-1 Date Card B-1 MISCELLANEOUS 4 Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors 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 Lghtg. Boxes- Enclosure s- Pane boards- 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 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Fig., 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 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 At Insulated Neutral Q Yes Q 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) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 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 Q Yes 82. Following Instld./Drive J Yes p No/Walks J Yes :1 No/Planters ❑ 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 -CIO Grade -HD Approval 93. -to 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754y'((//�g/ JE-1t�7NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBEROql_otsQ•� - U ZONIN,?: BUILDING PERMIT OWNER - TELEPHONE 6 SO. FT. OCC. BUILDING VALUATION n /" `&/ .OWNER'S1760 NG ADDRESS / C % e � 7- � r/2% CO CTOR'S M TELEPHONE CONT!r MAILING DRESS ^ �� 1V� l O LO CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ - 0o ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADD Ess C, CI S Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNLS IONS NAME PARCEL MAP PLUMBING PERMIT Fling ree 20.00 Each Trap 7.00 USEOFSTRUCTURE t, SF ❑ Duplex ❑ Mobilehome Other 10 SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 15'e& Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilli�des ❑ Installation ❑ Other ❑ Describe Work: y} ® V-11% oz 1 l,c Vw CA Rj� • ` 1 [i d^1 r% 1�1cr S 1A S'Tt-,, Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE J a C-0 ,1r. Tor ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.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 ' I f rc and effect. / License Class '' Lic. No. IBJ 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 I 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' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I 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 w' compensation prov'sio s of section 3700 of the Labor Code, I shall \fo0jhJOmPIywiF*,OSe ovi ns. N% _ w� X Date " 0 Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavatio over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service To 46.00 W:L200A CCU000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. S.3.5¢FT. NEW CONS T.001 NON•RESID. MULTI.@7.50 a 3DWELIN.LL.E OPIRL� U R. Ex, Occup. CUTLET OR FocruREs SAL p L.50 PA 5.00 Ex. Occup. oimErs M °E 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 FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ ; O HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE 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. A ����0 Q By atee PERMIT EXPIRES ON �p Def ReceiptNo. M5 46Z WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREAT19N"AND PARK DISTRICT Assessor Parcel Number (s): . Property Owner (s): .141- oso,/vo- � %..,s4•-) cl? Project Location/Address: Subdivison Name: Assessable Square Footage: Type of Residential Development (check one): Q,N e -w Development ❑ Afteration'Addition Mobile Home (s) Non -Residential to Residential Comments: Building Division Representative Date VC Du ham Recreation and Park District (DRPD) certifies that Applicant Name Applicant Phone Number (Ci vJ*— 41,�O7- �E,-r 'Street Address 0 t,(o V'l rle- C -n 041 -ego - 46 City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for square feet at $ 1.04 per square foot for a total payment Of$ qo �� Ili C�2 RPR2eporesenfative Date PAID BY CHECKo.: Remarks: BANK No.: PAID BY CASH: RECEIPT No.: rol DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION l+r�>f.rc>�.�.y,yr.:+ur,. .., .,V».,,....�,wtt'^r'eri�'r••T#icnui✓'..^::S'iY' w+s'� � y'�+z S�a�'.Pi`�'N�R3�?t7+cl�tr.�-+<.':�*.'%�.�.-..r�^'�-rfi' Y.`=a�:.-s y BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ✓2 �p�„ Building Department No. A.P."Number �{ �� Ilsdiction: 0 City ©County Property Owner S J S- /d 11) Property Location/Address G/ c G /e� y O2 c-, J I //.<- Subdivision Lot No. .............................._...... ,....................... ,................................................... , Residential Development o 7Z 1- �� � J Sq. Footage No'of Living Mobile Home kAddd&n/ ^*Supplemental to (Group R) units Installation Conversion E Permit `# -(NJ foundation inspection): .......................................................................................I.......................... Commercial/Industrial New Addition Building De6artment Representative moor Pians reviewed by School District Personnel) District Identification No. -2/3 Sq. Footage (Including Exterior / Roofed Areas) Date DUi29 -07rt School. District certifies that SUSA n ("q tqL (Applicant) To/n p,POdOSf'l'�th'� C,rele LN (Street Address) (Phone Number) ORov�l/� (City) has complied with the requirements of Resolution No. representing/w, O square feet. School District Reoresentative Paid by Check k Remarks: C'A (State) 9 s96 S7 - Code) �02 - D a by payment of $ A16 AB 2926 ` s FULL MITIGATION `• ' $ Date Notice: You may protest., the imposition of the fees identified above by submitting a written protest to the.District, in compliance with Government Code Section 660201610wityhin 90 days from the date fees are paid. Failure to submit a timely written.protest will prohibit you from challenging the imposition of the f ei` intggy court:a'ction. If, subsequent to the School District Representative signing this B4tte County Schools Impact Fee Certification Form, the School District is notified by the-applic ableocal planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/98)dmm 'l 1 � AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:24AM 19-AuQ-2002 REC FEE 13.00 COPIES 2.00 MaryR Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit 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 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: 2 ® c� ?� Date PROPERTY OWNERS: State of California ) County of ) Ons ceYi' %� Zbefore me, —% y personally appearedp�yf/ - •.t personally known to me (or proved to me on the basis of satisfactory evidence) to be he person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature / (•mac. Seal: J. DARYLE POLK COMM. # 1258489 j �' NOTARY PUBLIC -CALIFORNIA A.P. # (��! - C7�C� ` IBJ Q COUNTY OF BUTTE Comm. Expires March 31, 2004 b Lx " llo`i Preliminary Report Description Order No. BU -193960-2 VG The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: 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 3, 1996, IN BOOK 134 OF MAPS, AT PAGE(S) 31 THRU 33. APN 041-080-140-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET INWIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE EAST LINE THEREOF, NORTH 00 03' 16" WEST, . 1474.09 FEET; THENCE LEAVING SAID LINE WEST, 967.56 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 130 36' 28" WEST, 461.53.TEET; THENCE SOUTH 18° 12' 09" EAST, 479.64 FEET; THENCE SOUTH 15° 57' 39" EAST, 352.54 FEET, THENCE SOUTH 00 45'59" WEST, 360.58 FEET; THENCE SOUTH 21° 05' 16" WEST, 1195.99 FEET; THENCE SOUTH 20° 08' 01" WEST, 85.38 FEET; THENCE SOUTH 360 50' 38" WEST, 377.13 FEET; THENCE SOUTH 700 54' 13" WEST, 109.09 FEET; T11ENCE SOUTH 250 46'58" WEST, 76.87 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL; THENCE CONTINUING SOUTH 250 46' 58" WEST, 133.50 FEET; THENCE SOUTH 370-01' 05" WEST, 173.78 FEET; THENCE' SOUTH 200'28' 13" WEST; 633.40 FEET; THENCE SOUTH 72° 55'57" EAST, 383.68 FEET; THENCE SOUTH 90 37'43" WEST, 102.57 FEET; THENCE SOUTH 440 19' 08" WEST, 147.67 FEET; THENCE SOUTH 2° 47'56" WEST; 167.37 FEET; THENCE SOUTH 69° 17' 54" EAST, 167.91 FEET; THENCE SOUTH 54° 36' 54" EAST, 391.61 FEET TO CLARK ROAD. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: . BEING A PORTION OF SECTION 10, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED Preliminary Report PARCEL III: - CONTINUED Order No. BU -193960-2 VG COMMENCING AT THE EAST QUARTER CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE EAST LINE OF SAID SECTION 3, SOUTH 0° 03' 16" EAST, 2633.16 FEET TO THE SOUTHEAST CORNER OF SAID SECTION, THENCE ALONG THE EAST LINE OF SAID SECTION 10, SOUTH 0° 17'29" WEST, 2002.92 FEET TO THE NORTHWESTERLY BOUNDARY LINE OF CLARK ROAD; THENCE ALONG SAID BOUNDARY LINE, SOUTH 540 42' 30" WEST, 209.00 FEET, NORTH 350 17' 30" WEST, 20.00 FEET; SOUTH 54° 42' 30" WEST, 200.0.0 FEET; SOUTH 351 17' 30" EAST, 20.00 FEET; THENCE SOUTH 541 42' 30" WEST, 283.45 FEET TO THE BEGINNING OF A 1400 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 21. 24', AN ARC DISTANCE OF 522.90 FEET; THENCE SOUTH 33° 18' 30" WEST, 1012.32 FEET; THENCE SOUTH 560 41' 30" EAST, 20.00 FEET; THENCE SOUTH 330 185 30" WEST, 360.36 FEET TO THE SOUTH LINE OF NORTH HALF OF THE SOUTH HALF OF SAID SECTION 10; THENCE ALONG. SAID SOUTH LINE, SOUTH 890 07'32" WEST, 1304.33 FEET; THENCE NORTH 05° 54'5811 EAST, 1400 FEET TO A POINT IN THE CENTERLINE OF A 60 FOOT ROAD RIGHT OF WAY AND THE TRUE POINT OF BEGINNING FOR THE CENTERLINE TO BE DESCRIBED; THENCE ALONG SAID ROAD CENTERLINE THE FOLLOWING COURSES AND DISTANCES: NORTH 89° 45'07" EAST, 680.36 FEET; SOUTH 72° 55' 57" EAST, 471.70 FEET; SOUTH 90 37' 43" WEST, 102.57 FEET; SOUTH 44° 19' 08" WEST, 147.67 FEET; SOUTH 2° 47' 56" WEST, 167.37 FEET; SOUTH 69° 17' 54" EAST, 167.91 FEET; SOUTH 540 36' 54" EAST TO A POINT IN THE NORTHWESTERLY LINE OF CLARK ROAD. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL IV: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES, ' AS SHOWN ON THAT CERTAIN PARCEL -MAP, RECORDED IN THE OFFICE OF THE RECORDER OF "THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 3, 1996, IN BOOK 134 OF MAPS, AT PAGE(S) 31 THRU 33. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. Environmental Health J U l - 5 2002 Chico, California �-- SEE EtJ l ARA; -e o MAr/SITE aN 596:6' z�7F PLAN 0 At Environmental Health JUL - 5 2002 Chico, California jor- G! F, C 'L E i J ROA 0 L r P7 Tr R, Norm -To WADP5a APPROVED Butte Cni u,f,. 14YDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530):•345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 07-16-2002 File: CAREY-1 JOB : CAREY RESIDENCE, 1 HEAD FLOWING STATIC 45.0 Psi RESIDUAL 40.0 Psi FLOW 30 Gpm SPRINKLER MANUF RELIABLE MODEL : F1/RES/CC MIN SPR FLOW 16.0 Gpm MIN SPR PRES : 16.8 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ------------------------------------------------------------------------------- 1 12.0 3.90 16.8 16.0 2 12.0 20.2 3 12.0 20.2 4 12.0 22.5 5 12.0 24.4 6 12.0 25.6 7 3.0 SOURCE 30.3 Kc: SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY w 1 324 Sq. Ft. 324 Sq. Ft. .05 Gpm/Sq.Ft. 05 Gpm/Sq.Ft. 16.0 Gpm 0.0 Gpm 16.0 Gpm 30.3 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE �Ojtrr7Clin C. 6 6206 Q` r�� € F Com° Copyright.(1991), 43.4 Psi by 30.3 Psi Hydronics Engineering 13.1 Psi •34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 8.4 F/S `iHYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530),-345-1012. ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 07-16-2002 File: CAREY-1 ^ JOB : CAREY RESIDENCE, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 16.0 K= 3.90 L= 7.5 Pt 16.8 Pt 16.8 1 Q= 16.0 F=2LRB F= 18.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.4 D= 0.884 TL= 25.5 0.1308 Pf 3.3 Pn 16.4 3 Pt 20.2 ------------------------------------------------------------------------- 2 q= 0.0 K= 0.00 L= 8.0 Pt 20.2 Pt 20.2 2 Q= 0.0 F=2LR F= 15.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 0.884 TL= 23.0 0.0000 Pf 0.0 Pn 20.2 3 Pt 20.2 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 45.0 Pt 20.2 Pt 20.2 3 Q= 16.0 F=8R F= 8.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 53.0 0.0434 Pf 2.3 Pn 20.0 4 Pt 22.5 ------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 34.0 Pt 22.5 Pt 22.5 4 Q= 16.0 F=2RL F= 9.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 43.0 0.0434 Pf 1.9 Pn 22.3 5 Pt 24.4 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 20.5 Pt 24.4 Pt 24.4 5 Q= 16.0 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 27.5 0.0434 Pf 1.2 Pn 24.2 6 Pt 25.6 ------------------------------------------------------------------------- 6 q= 0.0 IC= 0.00 L= 9.0 Pt 25.6 Pt 25.6 6 Q= 16.0 F=4RS F= 11.0 C= 150 Pe 3.9 Pv -0.2 Vel= 5.3 D= 1.109 TL= 20.0 0.0434 Pf 0.9 Pn 25.4 ------------------------------------------------------------------------- 7 Pt 30.3 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- 7 Q= 16.0 <<< SOURCE >>> Pt 30.3 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly F HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + 80 + 70 + 60 + 50 + X Static X 40 + X Resid 30 +* Spr Sys 20 + 10 + * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : CAREY RESIDENCE, 1 HEAD FLOWING X - Water Supply Curve * - Water Demand Curve Static 45.0 Psi Avail Press 43.4 Psi @ 16.0 Gpm Residual 40.0 Psi Req'd Press 30.3 Psi @ 16.0 Gpm Flow 30.0 Gpm Press Cush'n 13.1 Psi 'HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530)'•345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 07-16-2002 File: CAREY-2 --- �� JOB : CAREY RESIDENCE, 2 HEADS FLOWING STATIC 45.0 Psi RESIDUAL 40.0 Psi FLOW 30 Gpm SPRINKLER MANUF RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW 13.0 Gpm MIN SPR PRES : 11.1 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ------------------------------------------------------------------------------- 1 12.0 3.90 11.5 13.2 2 12.0 3.90 11.7 13.3 3 12.0 13.8 4 12.0 19.7 5 12.0 24.4 6 12.0 27.5 7 3.0 SOURCE 33.6 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS 2 324 Sq. Ft. 648 Sq. Ft. .04 Gpm/Sq.Ft. .04 Gpm/Sq.Ft. 26.5 Gpm 0.0 Gpm 26.5 Gpm 33.6 Psi 0.0 Psi Q SOURCE 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 41.0 Psi by DEMAND PRESS REQUIRED 33.6 Psi Hydronics Engineering PRESSURE CUSHION 7.5 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 8.8 FIS HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530),;345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 07-16-2002 File: CAREY-2 JOB : CAREY RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 13.2 K= 3.90 L= 7.5 Pt 11.5 Pt 11.5 1 Q= 13.2 F=2LRB F= 18.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.9 D= 0.884 TL= 25.5 0.0913 Pf 2.3 Pn 11.1 ------------------------------------------------------------------------- 3 Pt 13.8 2 q=' 13.3 K= 3.90 L= 8.0 Pt 11.7 Pt 11.7 2 Q= 13.3 F=2LR F= 15.0 C= 150 Pe .0.0 Pv -0.3 Vel= 6.9 D= 0.884 TL= 23.0 0.0928 Pf 2.1 Pn 11.3 ------------------------------------------------------------------------- 3 Pt 13.8 3 q= 0.0 K= 0.00 L= 45.0 Pt 13.8 Pt 13.8 3 Q= 26.4 F=BR F= 8.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.109 TL= 53.0 0.1100 Pf 5.8 Pn 13.3 ------------------------------------------------------------------------- 4 Pt 19.7 4 q= 0.0 K= 0.00 L= 34.0 Pt 19.7 Pt 19.7 4 Q= 26.4 F=2RL F= 9.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.109 TL= 43.0 0.1100 Pf 4.7 Pn 19.1 5 Pt 24.4 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 20.5 Pt 24.4 Pt 24.4 5 Q= 26.4 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.109 TL= 27.5 0.1100 Pf 3.0 Pn 23.9 6 Pt 27.5 ------------------------------------------------------------------------- 6 q= 0.0 X= 0.00 L= 9.0 Pt 27.5 Pt 27.5 6 Q= 26.4 F=4,RS F= 11.0 C= 150 Pe 3.9 Pv -0.5 Vel= 8.8 D= 1.109 TL= 20.0 0.1100 Pf 2.2 Pn 26.9 ------------------------------------------------------------------------- 7 Pt 33.6 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- 7 Q= 26.4 <<< SOURCE >>> Pt 33.6 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + :1 70 + 60 + 50 + X Static X 40 + X Resid 1* Spr Sys 30 + 20 + 10 + * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB CAREY RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 45.0 Psi Avail Press 41.0 Psi @ 26.5 Gpm Residual 40.0 Psi Req'd Press 33.6 Psi @ 26.5 Gpm Flow 30.0 Gpm Press Cush'n 7.5 Psi Caution Read Carefully! Installation Instructions — General 3 4 5. 6. 7. 8. 9. 10 11 Use the Madel CCI' G i) and pust i ox r Over Plate Asser I r- bly only withModel f I I I i, f= i1 R 01 IEC or 1aTF 1: 1/11 -ES 18 Pendent Sprinkler.. Figure 2 is typical. Do not useean other cover plateus,eaDbly wilh_Model f_1FR, 1=1FI_� C�REC or Fl/ ISL=S 18Sprirllder. Use only the 135°F temperature rated rnodel CCP cover rplate assembly with the Model F1/RES '18 Pendent sprin- kler. nefer to Car illelirr 141 ;md This cmilion Sheol for Incl nni- Cal information. Use the nppropriale lempemlrnre r,nled Model CCI' cover Malo asset nl ,lyy will) till a �r II re Modol F I l -n or FII -Ii (. )I if"C �'er lderrl :;prinklcr ill nccord;iocn. will 1 I it dtolir r I V r n 151 JI cl CLILIlion :.;heat GA A). Install sprinklers after ceiling is in pinco. Never apply I i; iii d ; u u I/r n r ell u;r cut it it u l Ir r tq a it ddar c rr cc n r sealed sprinkler cover pinte. Do not install Concealed sprinklers ire ceilings which have positive pressure in the space above, ar rd do not cover the cup vent holes. An open plenum space nnr est be above the sprinkler Cup. Use a Model RIC Wrer1ch, (Fig. 1) to install sprinklers. l=ace of sprinkler filling to ceilii lg dimension is shown o11 Fig. 3 or Fig. 4. Ceiling hole dianneter is 2` , . Final adjustment of each cover can be made by hand turn- ing the cover plate in the clockwise direction until Il. is light against the Ceding. Never install the Model 171/RES CCP Col te;nlCd 110siden- lial Sprir kler in areas whore ceiling lei Ilperaturrs exceed 1 UO"f When resiclenlial sprinllnrs ,ire inslnlled in phslic pilling systems con ilainil rc� glycoril rc, special c;JI e is required to achieve a proper lllread seal. Contact the filling r7lanufac- lurer for recorrinnended sealant and inslallation procedure. Installation Data Model F1 /RES/CCP Concealed Residential Sprinkler Description Ilit: Mntfol 1=1/n1 F,CCP ColReFidelNisei Sprinldor is ;r UI limo+ l resit In dill sprinkler it &l Ided to he it Isin1le'd in lure weal pipe .I n ii ddc :r ry! 1oi 1 r.; of ono r u u l Iwo l I nily c lwr!llir ids ;111(1r riot rile, I un +res, ill 1 esidei to for r stories it i I -lel I d or ii.i II re rnrirInrdi;d Iroelinns of any occupwicy Iver 1\11 -FIA 131_), 133 or 13. I l u � Ueller;lor of ilr(Model 1 1/I it =; 18 is marked "Pend.", "lies'. Sprki "F1/RES/18," 155"F and "K=3.9". -f lne iranre wrench buss is. marked "Basco" and "F1 3.9". 1 h0 PLISh on cover plate assembly is labeled "Risco 135"F (57T) Model CCP cover (date - - - - for use with Reliable Model F1/RES 18 3.9 K orifice, 155°F sprinkler only'. Installation Apply,,a Teflon'" based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprii))der wrenching Surfaces to install the sprinkler in the fitting. A 2'8 d1- ar1 refer hole cut into the Ceiling allows the sprinkler to be properly covered by the push on coverplate. Push the cover plate assem- I>ly I ry I rind inlo II re cup. Find acljr.rslmeni, if required, is nnade by Ir u r w rg II re cover plale clockwise t cold the cover plate Hal Igo is in COI drlcl Will 1110 Ceding surface. -11)e—Model F 111 E=S 18 Sprn>kler is only to I le: il>.slalled willn_135"F ralccl Model CGP Concealed Lover 111nin Assn nl)lies. Usc care to avoid dannagin, the sprinklers before, during and after insinilalion. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the dellnclor. I1 ie sprinkler orifice size is delern lined by the "K" Fnctnr wlri+dr i:, 11 -irked ore llre sprirrider. Reliable authorized plated and painted Model F1/RES S�rinlders nrn dislingt rished by the bronze pipe cap insert. When ceilirng tem- 1)(!I; em- (xn; ill lw� ; ur; ill doubl, measur o will"" rIl ;con ala Iherr ooll tt► of . Holm to NI=PA 13, 13D, 1311 all(] Relinhle product Bullelir r 141 for further installation details and for specific approval information. c" DuPont Registered Trademark NFPA 13,13D +s, e 1 Nominal Maximum Installation Wrench Sprinkler Discharge f' Orifice Madel IZC I SI n hiller Wroi a :I r Sprinkler Distance Sinqle Sprinkler_ Two Or More Sprinklers_ Fig. 1 Technical Data Spacinq Thread Maximum Temperature Rating Maximum Size Pressure Sprinkler Cover Ceiling Temp. 175 psig - 155"F I 135"F 100"F Installation Data Model F1 /RES/CCP Concealed Residential Sprinkler Description Ilit: Mntfol 1=1/n1 F,CCP ColReFidelNisei Sprinldor is ;r UI limo+ l resit In dill sprinkler it &l Ided to he it Isin1le'd in lure weal pipe .I n ii ddc :r ry! 1oi 1 r.; of ono r u u l Iwo l I nily c lwr!llir ids ;111(1r riot rile, I un +res, ill 1 esidei to for r stories it i I -lel I d or ii.i II re rnrirInrdi;d Iroelinns of any occupwicy Iver 1\11 -FIA 131_), 133 or 13. I l u � Ueller;lor of ilr(Model 1 1/I it =; 18 is marked "Pend.", "lies'. Sprki "F1/RES/18," 155"F and "K=3.9". -f lne iranre wrench buss is. marked "Basco" and "F1 3.9". 1 h0 PLISh on cover plate assembly is labeled "Risco 135"F (57T) Model CCP cover (date - - - - for use with Reliable Model F1/RES 18 3.9 K orifice, 155°F sprinkler only'. Installation Apply,,a Teflon'" based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprii))der wrenching Surfaces to install the sprinkler in the fitting. A 2'8 d1- ar1 refer hole cut into the Ceiling allows the sprinkler to be properly covered by the push on coverplate. Push the cover plate assem- I>ly I ry I rind inlo II re cup. Find acljr.rslmeni, if required, is nnade by Ir u r w rg II re cover plale clockwise t cold the cover plate Hal Igo is in COI drlcl Will 1110 Ceding surface. -11)e—Model F 111 E=S 18 Sprn>kler is only to I le: il>.slalled willn_135"F ralccl Model CGP Concealed Lover 111nin Assn nl)lies. Usc care to avoid dannagin, the sprinklers before, during and after insinilalion. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the dellnclor. I1 ie sprinkler orifice size is delern lined by the "K" Fnctnr wlri+dr i:, 11 -irked ore llre sprirrider. Reliable authorized plated and painted Model F1/RES S�rinlders nrn dislingt rished by the bronze pipe cap insert. When ceilirng tem- 1)(!I; em- (xn; ill lw� ; ur; ill doubl, measur o will"" rIl ;con ala Iherr ooll tt► of . Holm to NI=PA 13, 13D, 1311 all(] Relinhle product Bullelir r 141 for further installation details and for specific approval information. c" DuPont Registered Trademark The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -60B NFPA 13,13D and 13R Nominal Maximum Minimum Required Sprinkler Discharge Orifice Sprinkler Distance Sinqle Sprinkler_ Two Or More Sprinklers_ Size '•K" Spacinq To Wall Flow Pressure Flow Ea. Pressure Ea. Model (In.) Factor 12 x 12 _(Ft) f> (gpm) (psi) 11 8.0 (gpm) (psi) 10.5 7.2 14 x 14 7 12 9.5 10.5 7.2 F1/RES/CCP 'n 3.9 16 x "16 8 1s 14.8 12 9.5 Concealed 18x 18 9 16 16.8 13 11.1 2.0 x 20 10 18 21.3 14 12.9 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -60B _ ..: t••� rr•1,1•+._.,� r.i •. ,••'_ ..+t.' f �rd.�. w Via.+1•�'�M. —'A n ,M "� -.: ,.i i:�. , . . ... � ,. � fit,., tT` � ' a.q • .. 'tet r, 3 � �. BAs' is Principles of.These areas•must,. Surfaces must be .. be softened, ands , It '�: f 1} ' assembled while they SolventCementing' ' ' 'penetrated �a ,�,� .-� tare wet�andsoft- The,solvent cemented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation, It can mean the success or failure of-'• the system as e whole. Accordingly, it requires the same professional care and attention that are`given ` ' `' ' ' ''�' } •" to other components of the system. "* .J ' When using the C NE STEP'X1 If the -cement coatings'on the pipe There are many solvent cementing techniques wet , cementing process; penetration and ' : +, and fittings areMik and fluid when published covering step by step procedures on just. I ` softening can;be achleved�ty thea,};., assembly,.takes;place, they will tend how• to make solvent cemented joints. However," cement itself (read'ONE STEP•., to flow together,an one '� '- cementingprocedu're"srei�efuliy s•�' ' y layer. Alsoif:thexement it 'et the we feel that if the basic principles involved are surfaces beneath.them;will still be ,. •. :. �e ; t -,,. refer to installation instructions), For, ' explained, known and understood, a better certain sizes, under•certain soft, end'iliese'softened surfaces in understanding would be gained, as to what conditions, it may be desirable toy. , the tight part of the joint will tend use the TWO STEP process which to fuse together. , techniques are necessary to suit particular utilizes a primeto'ensureadeGuate' 'C" "' -41'o. „! applications, temperature conditions, and variations` softening. For example�whenR *? }, in size and, fits of pipe and•fittings. i . `„�: a �y� J, t working in cold weather, with large~ t; Surfaces - %.-. ` • diameter pipe, more vine er"d' y,_ Be aware at all times of good safety, practices,_�a,l ;,fir+additional applications may be Bonded Surf es Solvent cements for pipe and fittings are flammable, required.f,�1'. so.there should be no smoking nor.other sources:r•. tr.*,. ! U;a heat or flame in working or storage areas.'Be` i•. ,; Cement eoatings:of of � sure to work onlyin a well ventilated space ,and 1` ? sufficient thicknessR avoid unnecessary skin contact with all solvents.. "More detailed safety information is available from ` Hirvel or IPS (Weld -On) Cotporation. a •;t'. (. ,., +;;:f ,• Fused Surfaces' ,:. l ., , a" t,• �`*r '� Ry..t in r1 •• a:: i�;x ,,. `~ AS the solvent dissipates the • - f► r ;r. =r' �..- + a , ; cement layer a�r)d,the,scftened , Jr_ To eonsistently,'makeMgOOtd, •s More than sufficlenfcement'to fill surfaces will larden.with'a,. '�' ” " t ` .' ,, k v the loose part of the joint must beF•"' l-' corresponding;lncrease:iri joint --join ts, the following sl ould t , ' a --d'--' � applied. Besides filling the�gap , ': V strength,A'good Jolnt,will take the 'be carefully °understood ��' adequate cement layers will,ir .�: , ; .; required working presure'long• 1 .1• - •,• = `�. penetrate the surfaces and°also " before the joint is fully dry and final • • remain wet until the joint is,:,, strength=is obtained'. the,tight •+'I. The jolningtsurfacesrmust be softened+ assembled. Prove thisyourselfr (fusedi.Pert'of the joint;. strength rind rrlade;semlfluld .� Apply on the top surface of a piece" will develop more'quickly'`than in w J r s,; ;f , of pipe two separate layers of the looser(bonded)'Part of the 1 2 Sufficient cement must be applled+to filler 4.t } '; cement. First Flow on a hewy}layer,�_e; • t joint. Informati6�,aboutfthe:. _ the'gap between pipe -and fitting! • ' , of cement, then alongside it a thin: develo'pmenf of bond°strength of ' �.� • 7- brushed out layer. Test the layers solvent cemented joints is available. .3 Assembly of pipe. and fittings*must best•, 't "1 i.. every 15 seconds;or so by, a;gentle madewhile the surfaces ire;•still wet; 4 j {•�= .,{ tap with your finger. You w+llrnot �'i;� 4 andlflula " l that the thin layer becomes tacky, ' . jj �` M' ; �` : - a" r '` ti 1�; J °t' and then'dries quickly, (prQbatily 1 '' r 4� a; -S1 i t4 within 15 seconds) The heavy. layers . ` t'.. n , 'l ,+� ty i •" A Joint'strength develops,as the cement r- •r, - t y N a„ r , will remain wet much longer.Now t a �a , 4 } dries. In the tightpart;of,the jointdhe + ' n: "check for penetration a few minutes } t surfaces will tend(to'fuse"together fm` > �.� ' ''i' after applying these'layers4Scrape'"_ ` '- • 1r:! '�f�ry 1L ' - the`loose part the cement will bondiio; „ r. them with a knife. The thin layer L r 7 eft{ j' •S1f �!``t'l� 1 will have achieved Ilttle of n' kioth surfaces. _ penetration. The heavy one, much Th'e. UALI, Y_Line ' - ►� more penetration. Q _1_ . VSR-SF ePOTTER VANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, Mo. 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800)325-3936 (416)441-1833 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHEI-1 PATI-ENTS P1.=NI)ING. The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1", 1 1/4",'or 1 1/2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condi- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be ac- cessible. The units should riot be Installed within 6" of a valve, drain or filling which changes the direction of the waterflow. I -tie unit has a 1" NPI' bushing for threading into anon corrosive "TEE". See figure 2 for proper "TEE" size, type and installation. UL & ULC LISTED Service Pressure: Up to 250 PSI Mlnlmum Flow Rale for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Cast Aluminum, red enamal flnisli. Cover held In place with tamper resistant screws. Contact Ratings: Two sets of S.P.D.T. (Forrn C) 10 Amp. O 125/2-50 V. AC 2 Amp. O 0-30V. DC Conduit Entrances: Two openings for 1/2" condull. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes - 1", 1 '/e", & 1 1/7" Note: 8 paddles are furnished with each unit, one for oachpipe size of threadod or swoal TEE, one for c;l'VC, and one for poiybutyk — Envlronrnontai Lhnitatlons: 40'1--/120'1- 4.5' 0^1=/120°1-4.5" C/49" C Caution: This device Is not Intended for applications In explosive environments. Service Use: Automatic Sprinkler NFPA-13 One or Two Family Dwelling NFPA-13D Residential Occupancy up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-72A Auxiliary NFPA-72B Remote Station NFPA-72C Proprlotary NFPA-72D Optlonnl: Cover Tamper Switch, order Slk. No. 0090018 Kit too- Otild000- Use: Ordor Sit(. No. 1940036 Scrow Iho device into the 'TEE" lilting as shown in Fig. 2. Care must be lakes to properly orient the device for the direction of waterflow. Tile vane must not rub the inside of the "TEE" or bind in any way. 1'1 ie stern should move freely when operated by Itarid. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified "TEE" tilling may be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Inspection Test Valve" a1 the end of the sprinkler line or the drain and test connection, if an Inspectors Test Valve is not provided. It there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is riot recommended or advisable CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of "TEE" that they are to be used with. The proper paddle MILq be used. The screw that holds tate paddle must be securely tightened. PRINTED IN USA REV D BULLETIN 002 PAGE 1 OF 2 SIZE „INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB AT 10 FT. (3-)(2) MINIMUM dB AT 10 FT. (3m) (1) G (150) 12VDC P13D126 1706012 .12A 85 76 0 (200) 12`/6C 1`131)120 1700012 .12A 90 76 -10(250) 12VDC PBD1210 1710012 .12A 92 76 6 (Iso) 24VDC PBD246 1706024 .06A 67 76 8 (200) 24VDC { PBD240 1700024 ..OGA 91 -79 10 (250) 24VDC PBD2410 1710024 .06A 94 79 6 (150) 24VAC PBA246 1006024 .17A 91 76 8. (200) 24V -AC PBA248 1808024 .17A 94 76 10 (250) 24VAC PBA2110 1810024 .174 94 76 6 (150) 120VAC PBA1206 1806120 .054 92 ' 82 ' 8 (2-00) 120VAC PBA1200 1808120 .05A 99 82 10 (250) 120`/AC PBA12010 1810120 7.TA ' 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range.is -300 to 150°F (-340 to 660C). ; 2. Typical dB rathlgs are calculated from measurements made with a conventional sound level meter -and are indicative of output levels in an actual installation. Y 3 Potter Electric Signal Conpany • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.potlersignal.com PRINTED IN USA MKT. U8850001 - REV P PAGE .1 OF 2. - MFG. 05400776 - 3/99 $ -ru occ 10 INConp onATEo 36 CORONA. CA • (909) 737-55P0 FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt. spec. Function -The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13,13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT -e-0-1 __ __ _ t I — n — ---II► protects the C.P.V.C. pipe from any rough surface. The Fit{. 23 design incorporates snag retainers allowing easier and faster tustallation. The Fig. 23 and Fig. 24 are easily attached to the buildingstruc- lure using the two hex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from Installat.lonS using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. Patents Pending "-l-lardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. A rt C C. P. V. C. PIPE SIZE FIG. 23 FIG. 24 FIG. 23 _ FIG. 24 _ FIG. 23 _ FIG. 24 3/4 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 11 4 4-3/16 3 2-3(32 1-1/2 1-316 1-3/1G 4/1'fi3Y%4SI - 2�-7/321 5%8''1-r3/,/15 2 _ 4-7/8 3-1.1/16 2.7/16 1.27/32 I-3/16 1-3/I6 REVISED3/94 MAX. IIANGER FASTENER APPROX. SPACING I IEX MEAD WEIGHT (Ff.) SIZE PER 100 5-1/2 5/16 9 6-1/2 5/16 11 8 5/16 15 - W/--V1-t (C;--, I U'l-14-Y -- z MA VA( -.V[ 13 .14 i,irr GALVANIZED PRESSURE TANKS 75 PSI WORKING PRESSURE FIG I ///-I V11-1' PLUG NPT ON 012-ov ..I PLUG - Q120 -VW 4 jj 2 NPT PLUG Ir A 02:20VW C),Kisvv 04��Dto—w NOMI NAL 1:) 1 m -NSIONS MIT MoI)I:L- WFICJIT F I G. 1.3 c D ION I (i5) 1 12 26 tov I I hU I 2 11 60 (1:3 12 3:1 'I �.ov 15411 i 1.4 60 6117 12 33 1'1()VW FICIURIE 2 ------------ ,z)ovw o :i C) 6 711 6 31 r) V W 1111611 3 36 6 6 794- 7 30 2 C ......... .... .. . 'I nov SQ!---,, 3 74. 36 3 QUICK, Galvanized Tank ............... 75 psi Workin0 Pressure - -- ----- --- -- --- -- ------ Capacily Drawdown/Gallons Dimension Model Gallons 20-40 .30-50 Dia.x I -It. Wt. Lbs. 4.3 -16 x 40 '72 42 Shen 1 42 G.5 4.3 20 x 32 74 82 82 '12..7 11.4 20 x 60 '114 -120 West 120 18.6 '12.2 24 x 60 161 220 West 220 34.1 22.4 30 x 78 303 315 West 315 1160 48.6 32.1 74.4 49 36 x 80 416 42 x 87 640 1�. 480 VSOW-)l ` Pa -2-5-C6 tnlio 525 811.4 53.6 36 x 128 685 900 Corrlbo 900 *139.5.....:........_91.8__...-_. - _ 42 x 159 --1040_._.__. Nole: 52.5 incl 900 gallon Models have bolls horizontal and vertical mounliny. All otl ior, .are vertical wily. I N I KE r$_ 200 1b. wimp bronzcAi check Horizolflol Swing 1*)i!-..,I,-. 200 P'S1 Noii-Sho(,k Golo Water I ___ A KIAO-W NPT 1oNP1 h A' E AM E R. I ICA I(T-1403-W 1111-t;1led D1M(J1V1()1T-” MA(IM!" 011AN 111117 MATFI'i(Al_ FAnT SFytl;ll II:A I lr)tl 1. ['4111110 It ........ Af.; 11.1 I'l IK 1.1 B•I i:� :1. ilitive rill ::.11.1 111.111 All. V 1I AIM1 41, 4;i;ll It 1.1.1 All"t, lo 7. S„!al Ov-4- It. ScJI Lli!:c OW 1-1.16 is It :1 11(ll AKI A';IIA It -1-10.1 Mllll 1*'..I.'IX%1 J! 1 4 1). ,Cal 'is.: V:;..I,.f 1 -!AM A I*/! Alloy ("(6.1-0) h A' E AM E R. I ICA I(T-1403-W 1111-t;1led D1M(J1V1()1T-” MA(IM!" 011AN 111117 ApplyMaster 4;i;ll J! N I I lb ;11) 1 4 NII It :1. 1 Owck %,.,I m:,,y bc inM;iIIjl it, .1, N.m. -t.31 m. I vom,ull —;III lot) 1LIO IAH F, RJOIAHA GREGORY A. - PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (916) 894-5719 0 Structural Calculations- For: AR aoItY A. ;� F No. CC -21293 � OZ-/Z7g t$UT F: COUNTY dUILDING DEPARTMF_Nl s 6/ / i-ri.✓C - bv,y_6vpt� LOAD SUMMARY Wind Analysis Normal force method, exposure,13, 75 mph wind speed P=CeCgQsI WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0 117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0 136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @'30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P=.67* 1.0* 14.5* 1.0=.010 ksf.@ 20 ft. P=.72*1.0*14.5*1.0=.011 ksf. @25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62* 1.1 * 14.5* 1.0=.010 ksf @ 15 ft. P=.67*I.1*14.5*1.0=.011 kst@2.0ft. P=.72*1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P =36 * 1.1 * 14.5 * 1.0 =.012 kst @ 30 ft - Seismic Analysis- Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (W) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding L/A� 5//t /0 NO (D- o c� `-a A ( (3 gyp-, x 'l 0 0 22-141 50 SHEETS annano 22-142 100 SHEETS 22-144 200 SHEETS IF ' Ar - ;l va OT 1 10 o Jr - 4! 0 0 22-141 50 SHEETS annano 22-142 100 SHEETS 22-144 200 SHEETS IF 70 a ' Ar - ;l 70 a 22-141 50 SHEETS AMPAD 4) 22=142 100 SHEETS 22-144 200 SHEETS �i �g 1� f' 'il• 0 f1 4 r 14) -Q V- W\ v -N, pQ oq r� i1 22-141 50 SHEETS AMPAD 4) 22=142 100 SHEETS 22-144 200 SHEETS �i �g 1� f' 'il• 0 f1 4 r 14) -Q 22-141 50 SHEETS annnao 22-142 100 SHEETS 22-144 200 SHEETS � oA N � �A. i x r n d a \1 N 0 � m c 22-141 50 SHEETS annnao 22-142 100 SHEETS 22-144 200 SHEETS V , v.l � oA N � �A. i x r d V , v.l N � x a \1 N 0 V , v.l V7 CI 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS a oQ a A � �a 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS 0 kA 'i pvt a � � �a �1. A S 0 kA 'i pvt J w�22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS O N N W� o � � N Y � o J w�22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS cl N N W� o � � N Y cl N Q o � � N Y cl �. 22=141 50 SHEETS Ka annoan 22-142 100 SHEETS 22-144 200 SHEETS w k i D 0 fj N kh 1 lY k i D 0 22.141 50 SHEETS annaan 22-142 100 SHEETS. 22-144 200 SHEETS '. N 1 C Do W d Roof Beamf 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 05-11-2002: 7:57:28 PM Prosect: CAREY - Location: REAR PORCH HEADER Summary: 5.5 IN x 9.5 IN x 15.5 FT / #1 - Douglas Fir -Larch - Dry Use Deflections: Section Adequate By: 68.3% Controlling Factor: Section Modulus / Depth Required 7.33 In Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Beam Data: Bearing Length Required (Beam only, Support capacity not checked) Span: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Non -Snow Live Load: Roof Loaded Area: Live Load Method: Roof Loading: Roof Live Load -Side One: Roof Dead Load -Side One: Tributary Width -Side One: Roof Live Load -Side Two: Roof Dead Load -Side Two: Tributary Width -Side Two: Roof Duration Factor: Beam Self Weight: Slope/Pitch Adjusted Lengths and Loads: Adiusted Beam Length: Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load: Properties For: #1- Douglas Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adiustment Factors: Cd=1.25 Cf=1.00 Fd: Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 7.75 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U RLA= Method = 0.21 IN 0.26 IN = U704 0.48 IN = U391 992 LB 792 LB 1784 LB 0.52 IN 15.5 FT 0.0 FT 6 :12 240 180 124.0 One LL1= 16.0 DLI= 10.0 TW1= 6.0 LL2= 16.0 DL2= 10.0 TW2= 2.0 Cd= 1.25 BSW= 13 Ladi= 15.5 wL= 128 wD_adi= 102 wT= 230 Fb= Fv= E_ Fc_perp= Fb'= FV= M= V= 1350 85 1600000 625 SF PSF PSF FT PSF PSF FT PLF FT PLF PLF PLF PSI PSI PSI PSI 1688 PSI 106 PSI 6911 FT -LB 1784 LB Sreq= 49.2 IN3 S= 82.7 IN3 Areq= 25.2 IN2 A= 52.2 IN2 Ireq= 180.8 IN4 1= 392.9 IN4 /a Roof Beam( 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 By: Gregory Peitz. Gregory A. Peitz Architect on: 05-11-2002: 7:58:12 PM Prosect: CAREY - Location: GARAGE DOOR HEADER Summary: 3.125 1N x 13.5 IN x 18.5 FT / 24F -V4 -Visually Graded Western Species - Dry Use Section Adequate By: 41.6% Controlling Factor: Moment of Inertia / Depth Required 12.02 In Deflections: Dead Load: DLD= 0.42 IN Live Load: LLD= 0.45 IN = U496 Total Load: TLD= 0.87 IN = U255 Reactions (Each End): Live Load: LL-Rxn= 1813 LB Dead Load: DL-Rxn= 1714 LB Total Load: TL-Rxn= 3527 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL= 1.74 IN Camber Reqd.: C= 0.63 IN Beam Data: Span: L= 18.5 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 9 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Camber Adjustment Factor: CAF= 1.5 X DLD Non -Snow Live Load: Roof Loaded Area: RLA= 259.0 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: LL1= 14.0 PSF Roof Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 12.0 FT Roof Live Load -Side Two: LL2= 14.0 PSF Roof Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.25 Beam Self Weiqht: BSW= 10 PLF Slope/Pitch Adjusted Lenqths and Loads: Adiusted Beam Lenqth: Ladi= 18.5 FT Beam Uniform Live Load: wL= 196 PLF Beam Uniform Dead Load: wDadi= 185 PLF Total Uniform Load: -WT= 381 PLF Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Stress Perpendicular to Grain: Ey= Fc perp= 1600000 650 PSI PSI Bending Stress of Comp. Face in Tension: Fb_cpr- 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2966 PSI Adiustment Factors: Cd=1.25 CI=0.99 FV: Fv'= 238 PSI Adiustment Factors: Cd=1.25 Design Requirements: Controllinq Moment: M= 16311 FT -LB 9.25 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 3527 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 66.0 IN3 Area (Shear): S= Areq= 94.9 22.3 IN3 IN2 Moment of Inertia (Deflection): A= Ireq= 42.1 452.6 IN2 IN4 1= 640.7 IN4 GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE -E", CHICO CA 95926 (916) 894-5719 PROJECT: I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory .A. Peitz Architect . I ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL I PERMIT CLEARANCE LL� Permit #:(Lz - Date: V Genera/Information Owners Name: 6LO e )9 Parcel Acreage: Owners Address: Building Site Address: /{?Ck— j R + emgertylnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic Well ❑ Other I ►j +� I Zone District: Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement J&No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan U No ❑ Yes Zonin Code ® No ❑ Yes Violation Area Fire Prevention Specific Plan IS No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone IS No ❑ Yes, check use ja No El Yes Floodplain Zone: / Ix Side 10 No ❑ Yes C) Watershed Protection Zone Side street Proposed Use Comolies With: 0 General Plan S Zoning Proposed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other _ Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Cohasset Panel Number: CDS`) S ❑ Accessory Building Use Zonin Code Street & Hi hways Fire Prevention Subdivision Ma Front Side C) Side street Rear 3 Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review Parcel Created by: ❑ Deeds Date of Creation: Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: wMap Date of Recording: 3-99 Lot: 2— Conditions Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ No ❑ Yes ❑ No ❑ Yes e 1 Block: Book: 3 - I Page: 3 ❑ 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 Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. General Comments: I�� 44 a S Sf �—) , c J�� L oz- /Y o wear wC L-2— m 3 �y r ) � - ' - cry - -F �i✓S . ANY SISA)f� CA� Tl -4 �- 1a) FriZI A►.J .�, fr AP 2.C-64y�!V--xJ(,- Sc -w fi & 6 AT.) IE C L) A ) d0 11V I�CY�.I�f'�'� � S��3QUc UPJ' � �- T To (� � s+ � N CA� Tl -4 �- 1a) FriZI A►.J .�, fr AP 2.C-64y�!V--xJ(,- Sc -w fi & 6 AT.) IE M E EtJl,Q�2�t' Rc Rr F,5LL n/1 N Ell M, / 1.10) ri FRO Pt�Sr-D 14oUs E.. PLANNING DIVISION- BUILDING PLAN APPROVAL Use: 4 lll- Date:. S'ti3- 0 Pariang: Landscaping:_ Other- a 596.6 PL N GI F,c'L. E sloe Z ' c, soak c., vr > 7 32 _1 V-0 -i'o NzADI5E To W . . .Go L� °�.,-� SEE EIJl .Roel-) M,4j/s►TE eN rZcLC Pno Posaor . 9 E4oUs - PLANNING DIVISION- BUILDING PLAN APPROVAL Use: Date.; r, Parking: Landscaping: b 1 z rrL R N �. . 20 r- 1 _77 uj _ o To 'W7M p GoL��,G-E GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: CAP -Ey 14 (:::yj S a I have reviewed the truss submittal for the above project and all loading design criteria have been met. Architect . l't ..,,,. .y.,.. ,,,..--,`., -�-...-... r .... ms's...... . �._ .�.-. .-.. ...-,,. _ .... .. ..� ........—.. .. r',. ./2. ... BUILDING DIVISION OD COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT • ii 1 A' 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. _ I I ZONING OWNER So_PHONE NO. OWNER'S ADDRESS I -P -LI -,Se_ky-\ 1�1� Gt"4-n Olt LOCATION OF BUILDING Circ,l-0— eX USE OF BUILDING SIZE OF STRUCTURE SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL X' CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERIN FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ � n AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES REAR 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. I declare under penalty of perjury that the building will be used as stated about, 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 Z�— Signature of Owner ���-- G Permit Fee - $60.00 Receipt N The above described AG Building is exempt from a Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant permit. Date I t'J Z Name ISCOTT JOSEPH A & EILEEN M REVOCABLE. Addr1 ISCOTT JOSEPH A&EILEEN M TRUSTEES Addr2 6 M I O N E WAY Addr3 CH I CO CA 95926 Addr4 Comments IWAS 041080 136 S PLI T BY PM Creating Doo# 19948 P194-91 D aka 05/09/1 994 Current D oo# 200OR 0005242 D ate 02/11 /2000 Killing Doc# Date Asmt D eso CLAR K R D S uplCnt Zoning Dwell _ Acres 20.01 N /C 041. Asmt # 041-080-140-000 Fee' # 041-080-140-006 Status JACTIVE Status Date 105/03/1994' Tax 000 INORMAL. OWNERSHIP, TRA 1070-004 Situs a Base D k L AFM 82 652 , - Appeal Pending Split, Pending HON CH r S truoture - 0 Fixtures 0 Growing 0 Total L&I '82,652 Fix. RF 0 SIH PP 0_ pp 0 Exempt 0 k Net 82,652 R /C# T/R Dk R /C Stat ATT 1 SIT PCL AgPres E tal Notes , Bonds Multi Situs nr ....I n� iwr i'�nn4 n +tip P�r ML i Flagl �. FIag2 Asmt PP Pen Tax PP Pen Appeal Pending Split, Pending HON CH r S truoture - 0 Fixtures 0 Growing 0 Total L&I '82,652 Fix. RF 0 SIH PP 0_ pp 0 Exempt 0 k Net 82,652 R /C# T/R Dk R /C Stat ATT 1 SIT PCL f' Find + -Ej nr ....I n� iwr i'�nn4 n +tip P�r ML i 41J TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 14 scb /1 312 PLe --J Owner Location Plan Approved for: Sewage Disposa Clearance for dwelling. Other _— Hold final for: Final clearance O.K. for: ;;=a ;PP 4=1 = xx ZT-1 T"h NOTE: jMrjk-jnjL V luili Environmental Health Specialist M-:11 E.H. USE ON LY Plot Plan A"ach.d Y' _'� Floor Plan AnZh d,�W--, Sent to B.D. —) 4ft) AP# lic Private Well COUNTY G DIVISION Date 02 - 12`) Permit #: O �C LAV. L11 Genera/Information �— L Owners Name: n Owners Address: Building Site Address: rh 0 Y APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL I E �OY � Date: AP#: Parcel Acreage: Prope &117formation Permit Tvoe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home in SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel InSeptic Well ❑ Other Zone District: Date of Zoning Ordinance: General Plan: Q Development Agreement: Use Permit: Variance: r (Z�- Pr-) Parcel Is In: Land Conservation Agreement JUNo ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ZNo ❑ Yes Violation Area ja No ❑ Yes Specific Plan J&No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone _ff No ❑ Yes, check use + ill❑ �No Yes Floodplain Zone: Panel Number: S 5S ❑ Watershed Protection Zane No Yes Proposed Use Complies With: r� General Plan 19 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commerciall_Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zoning Code Street & Highways Fir Prevention Subdivision Ma Front �� L Side S CJ Side, street Rear Heioht N Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No [] Yes Map Date of Recording: 5-3_9 TIM Lot: 2, Block: Book: I Page: ] 1 33 Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: CIRCLE *fill 680.36 =_ \ "?Od ^ OE5G/jU11,9 Lvl1u4,1v11J ..j _ , intended to affect record fill@ interest. 4 development impact fee for Sheriff Facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code, prior to issuance of building permits or use permit In the case of a mobile home park. Sold fee amount will be determined and calculated as of the date of application for the building permit or use permit. 492.00 _ _ _ 188.36 _ 41j "0 BUILDING,; \ \ \ Automatic fire suppession sprinkler systems shall be installed Bedrock Millrng \\` r�' in all new residential structures in accordance with the National Patton "� � � Fire Protection Association Standard for fire installation of A�h 0 (See Notes) _` j 0 h 9 roo' Septic free sprinkler systems in one and two family dwellings and mobile hoc Rojo \f Setback L/ne NFPA Standard /3D. /�j �// SPR?NG 6 / �/� / % 1 No water well may be located within 100 fl. of the useable y r� sewage disposal area on Parcels i and 2. PARCEL • �� � / ///�// 19.86 Ac. � Deer mitigation fees are to be paid at the time of obtaining b--�/6) / , building permits if such fees have been adopted by the 9��� Butte County Board of Supervisors. � -- 463.74<r,�,F ;� .\% / - O��0 S Q Should any orchaeo/ogico/ artifacts be discovered during any we O c�O f C.; 4b l ° W 9!BS on site, the work shall cease until a qualified archaeologist has ® �1G' ��' `I LU o \ \ % examined the findings and given clearance to continue. s z l be above rade of useable sewage disposal •� / Any residence mus 9 Development of Parcels l and 2 may require payment of c Water _ PARCEL 2 20.0/ Ac. N' a / i c 00 A�S� ' 4ny new dwellings must meet Fire Safe Regulations o/ P.R.C. 4 t�a�ment �� p�1 ��a h�. A 100'No-Development Se/back Line from the top of /he bank /o �� a° o� /.t edge of the riparian. vegetation, whichever is greater, on both s 1��\ No-Developmenl Zone =Bedrock Milling Sfalion and Old Doglo►+ 4b V ��o j \ m /- ����`G h %ri% = Proven useable sewage disposal area. 0' 5 �1 _ . , _...,.� .. / . WETLAND AREA ��/Sk • - • fN0 DEVELOPMENT ZONE) • 1 f t sp/ _ _ 226 OV 596.6 385.82. - I r �= A :L M A ... ,....26.1.09 � .+ A DDI TION (/-^may/\ 4 3 29 _ PARCEL _FOR vA' ' R A SCI REVISIONS I BY I A S %J T1 MA W FLOW SW, TO Q ELI— CK. MVE Z: MAM 610 J- A Z7\ FUM WATU GOPF.0 OLTM CO I p7 RUIDING DIZE-r-AFTV117D A> RISER DETAIL- �171 M TC\ 'rb pa ,itr,� -Ana, V 'Lie. Uo� FL[)0TZ PLAN NOTES: 1. System to be installed per N.F.P.A 13D, manufacturers specifications, and local A.H.J. 2. All piping to be "Listed" CPVC or equiv. 3. Pipe hangers to be "Tolcoll or equiv. 4. Freeze protection, water supply, carpentry and electrical by others. 5. Riser to be installed in "stud bay" within indicated wall. 6. Exact pipe run lengths and head locations subject to field verification. 7. Heads to be Reliable F1/RES/CCP, K=3.9. Flows based on an 18IX181 grid pattern. (see attached cales.) In 8. AD pipes to.. be % ch diameter unless otherwise noted. 24X36 "MMOUN0.10"CUUUMMO F:1 W L Date 7,a/ Scale Ry AW Drawn Job Sheet Of Sheets I Date 7,a/ Scale Ry AW Drawn Job Sheet Of Sheets I I () �//- jf�) - 14 p 4 P 0--:Pr� 'i L'� U -W 44 'I .�, " I , , 11 , � 1 wj�4 I �t w -o- 47 0,,� W - 'Np � �1_ T I. �4 trjil" Wit, m 4, 4 , �,ejtf X, r�, 1Z, 4 �f,. )Pil kx, 'M. 1�19. MCI - U T 0 X�V t I Nill 1, '4,1 I m - It t Vol V IT 1Y , _,10, - "I Rtl 50p O'V 4 0 VP� �Y, I IY Al Wl' 7:1�.. v;l 711,�OA bv 14.1 "X, L jl� 74, f�,� f, IJ7-7, Tyr-, m , )N'; �Vr"�ITO "V V41 tg� 011" 4 IIWR� 9A. �"4, Z "ki I MI" .1 IT" 11RAI TtY �14 Im f,t, 4;C MN� 6M fto so AU Z;, A�A Nil 17 At F ZEN. IIiII77rr! 4' )7 77�" Iej illIIliiY. e 7q IiIIfItilT, tIIIllIffitIlIlItIIitro I�t II, .4 ", I4 r 11' IItIIII. < IIIIIIlI17 titIIItlIIIIIIIItI71 IIIitIIitllIIitI�l i,4,, lIIIfI2c? 4 itIIII10 IItitIIit Ilt IIIItIItIIIItIIIIIIItA, Ck AT: IIIIIIt'ti itIitIItillIAT, yy W THOK COD 3 ItIiII74 "(I IlIIitlItIttIll( ItIiIIi IItItIIIIIIIIittIlIIIAT AD if A- lk 4,4 II4T IrQ, tII14 III71 IIfIIIIIIIkit IIIltIittIIlIIIII'a t19, IifIIfIIIIIItIlie, 1-0 IIOfiitzz IfITROCKC X1 i...... .. ... IItI4 IIifIftIIIItIiI, 'A IlIIIIIIIIItIt44 ItII.... . .. . IIIIIitW4 IIII7 IIIIm tIIIIlItIIIIIy ItfII11, VJ* IIilltIIIIllITT INU 0 IIIIfiVITERIO tJ; II" PLAN INWRIORI. Ill;17 17 Ifl; III . Ar MAWMW FMM P00 H2'lXr -4 ko, ZA4' a X at- PtA A15HM%. ;e OIIIIMATED, IX r I'lit p AW REW A WO 007MM IL A'TE jr," tI)i IlIITwgTF- FOOTIMM AXMW MOM,O" WM ;X r 0 =R 100 0,7 IIillIIITr IllliIIIIIIIf4 HARXIDPA90011 Iou I04 RLWA—W:4 FJQ77�, QM IIwm (wts 460ME'NOTW ON till4 �1; IIbj . .. ..... ttL tIIIIIE00 y T lIANT 0 AL NL' IMP. tYV, - P I C M T, N' If, At llitIIII0A Vt4rT IItIItIIItIIIIstIIIIIItIitIIIiIfiIIIIIiIIIIlltItIIIIIlitIT villil;alv Iti 4,i �i ItIIIIIIllII... ... .... IIfitIIIIIIIItIIIIIIIIitItIIT' IITIItIIIIIIIIIIIIEkHAN IH.A & III_T IIIIIIIitIIIIiItIIIIIItIIIIIIlitII'ROOF TRU55 tIImom" IINA11- P"OOP TO ISLddf� 1`11TH bdo AT S' & r,,/0 itIItiITY IitILI, IIIt5,10, Cpx Lyrioop MTH Ll I4, IItII71 0dt AT 6" -,/r, TO 2 IBLOCKING AT (4) SIDES IiiititItI (61' VEIP, BLOCK IIE.N. -50 H 4,41WIPMA6 TRU55, ATT AC BOl IITOr'F'LATF- 4 ES (SN 4 PTH149 LCS 15Y FVLI. LEN T 'NAI- F 11, IISI'LAN FLOOR 4� ltTRU55 BLOCK IitItIIIIIfIIitIIIItT Ir fj, �T� 7 IIIIIIIIitIIfIIiI1 T IItT,NN6 -i- 4r .1 IitI[CAL tTYr FOR ie*U; FITCH 1 INPTALL IisIT FOK ATM I1 -1614T a A tIIIttIIIif6 I IitItIIi, T'X� AIiIItIIIIIftiIIIr,2 IIIJT614 IIII6OHrOSITION SHINS E ROOFIN(5 OVER, 150 FELT OVER 1/21 c_oXPLYrtIooD or it055 P41TH �Ddtlz IH I,T 6", I 2" C. ;)F V 155. Eso om H IRATFERS 09 T U5SE5 AT IIYM oH' I -AL JTC itIAJT6 ITYPI CA� IAS 5 o -:�!-Oeld ,AL,�`UNLESS FROV17E, IN5ULA1*ION TYPIC ItYyj* IC T 6 J61ST OR 130TTOM VIORD I itI I I ' . . .,:; . . I � . I � 1"' 13AFFIP-S IfG- EILIN EAVE YENT5. 0, -1� C7 SE F TRUSSES ,EILIN&OP SOLID BLOcKwep Roor I*LJ�N itItIf: iPMIT 6 d IIINSULAriotti rER qVfrLa-IENERC5Y 6AL65 iIIFASCIA 6UTTFK NfLE5, Ibg re AT 6 Ipx or 0513, nil t mlmif4m, mlmlf�,IUM SIZE SHMNl': IItI_;j!2" ix igkvp vestd-AT 6-07ele ND II41 IIL TK -5 Pr i�L IIIIL BE'PLAC IItSTUDS AT I 6' 6/P tBOARD e2 IItIIIIIII4 f,jr, IIItIIIIIIitIE -RiOR FINISIt4, XTt IrERLAN IIN35 0, 4'-O" Or Ir - AL I, UNLESS IENER.6Y CALCS, JNA�Uj.^ J,.j 5JNT T -FLr SCM IKOC tT P -AP tORS SURE TREATEC5 5ILL NTH :5 6 EM IIYr- R5 III /2" Plrh,X 12"ANOHOR BOLTS 0 ISID/4: AND I 2'MAXIMUM FROM I- K He ENDS YXITH 2'X. �2'X, S/ 6'I'LikTr t)LO MEBAP, A t0 MINIMUM OF CMlUTTI PSIASHER5 - tilt SEE " avAtIam� Ioil, or IIIA, , I K f IIN16HEO 26 O' I,FUR THE Iks - NA IL S or 4 IIIWFASCIA- 4"r 6+ UTLiik 2-�41 IIIitIifIu St O!p AT I Sr , . � : Tr . .. . IivLAN IHi,AkT`UjQ l-4 REDAI't Tot' 4 ICONT. A IIIIf55 OTHERIltIS15 BOTTO� UNLE 6. e 5GA 15 ISOIL R O' '�F TOINALL FLASHIN& EAV 5. P' TAIL� L Iu, SCALti i IIIvky IitIIIIbi,l IIFICAL I:T. IItI4i itIfItItIII'Tr I I. Y I IttItIIIIIIIIitIIIIIIIititItitIIitIIIittitY, itIitIitIIItitItIIItIIIIII4.4 IIP6 IIIIIIMae, ....... ... . ... . ... .... ..... .. 7 7 -_171T ;MM77F 1� 7 7 47,11, Pill, A �-1 + � " " j� , "'i ', ',, , - � 4 1 , L I - I , " 'I, I 1 0, M,! "i 4, 4:7 - Ib Pik IF , I � , I . -. " I � � I " . . - t�, , I . c 1,4" . , , � I I ': , , 1 Kj� 'jP I rri+ rp 2 �,OHFIMM ST, pl,, 4 1 C5 4 12: fLr 2ff �T ...... . .. 1�4 TRIM IF71 TMIK ONE 5IN&L Tm r Ho I m L u F1 - - - - - - - O�A SA T y LASO. Ive . L7 -7 tEf FRO, -T,rL H (i a, 12 HrONTION r 12 CONFIRM 5 'YLE TH, on F, ii w 7,1 g Ilk. IXED ILA 41 Hu EP, OLAF)e 65 ly....... .... T R E L E VA T 10 N Se, Lr IN t*,OMrO5)7 10 ROOFING PITGH 6 -7/6 12 EL'Ej jo Y, j�dOMrPVTIOH ?kO 6AEIL ;�H a I ep, 4 STYLE 111T61 1 6� 4 2 4�� )N M60 TF iSUt (SU It TER (SUTTEM__.� SIN(SLM MLJNCJ, U ro rd*T 'er LHA W TIvIM, 'TRIM— IPqt.PY MANK 51 x 6 TK Ti 7 Jr T, 7 IM 12" Ist 6�� IRS r trj LEFT F_ L E 0 AL E Ll YEA B 4 F. 'R X I -'W k -5U5A L It11 'T ... ...... .. RHEA x 6 TK Ti 7 Jr T, 7 IM 12" Ist 6�� IRS r trj LEFT F_ L E 0 AL E Ll YEA B 4 F. 'R X I -'W k -5U5A L It11 'T ... ...... .. CERTIFICATE 'OF ComPLIANCE: REKDENTIAL Page 1 CF -1R;; CF Susan Care Residence Date -08/05/02'- 14:56.50 p Project Addre y � ss.......; Circle: J:Road project Title 7 Butte County, California *vG.01,* Documentation Author. Donrxa Wallace ******* Building Permit q a Z- 399 East. .9th Avenue Plan Check; Date Chino, CA 95926 530.-893-4982 Fie C ec Date Climate Zone,... 11 compliance Method..... MICROPASG v6,01 for P.001 Standards by Enercomp, Inc, I MICROPAS6'v6.01 File-CAREY2 Wth-CTZ11S92 Program -FORM CF -1R User4-MP0995 User Run -Carey GENERAL INFORMATION Conditioned Floor Area,.......,1760 sf Building Type.. .,.... Single Family Detached Construction Type ........ New Building Front Orientation: Front Facing 0 deg !(10 Number of ;Dwelling Units,:., 1 Number of Stories -, o, 1 Floor Con.0tructi.'on Type.—i Slab On Grade Glazing rercentage......... 27.4 % of flour area Average C,lazing U -factor ).43 Btu/hr-sf-F Average Glazing SHGC...... 0.42 Average Ceiling Heigh,,... 4 :ft � BUILDING SHELL I'NSULA'1'I09 L' o,4 ponent !Frame Cavity Sheathinc Total Assembly Type Type R -value R -value R -value U -factor Loct,tion/Comments Wall Wood R-13 R=0 x-13 0.085 Typical, Garage Door n/a R-0 R-n/a R-0 0.330 Entry, Garage i Roof. Wood R-11 R'-27 R-3'8 0.025 Typical. S1abEdge n%a R-0 R-n%�� F2 0.760 to OLttsicle Roof. a n a R-0 V21=0 2,-0.510 to Garage FENFSTRAtION ; Over - Area U- Interior Exterior hang% Orientation (sf)' Factor :,14rC Shading Shading Fins `$ Window Front(N) 10:7 0 390 0.350 StandarO les R Window Front N 10.7 0.390 0.350 Standard Standard Yes Window Front (14 3.0 0.350 0+350 Standard Standard Yes Window Front (N) 15w0 0.390 0.350 Standard Standard None Window Front (N) 15.0 0.390 0 350 Standard Standard None Window Front (N 8.0 0:390 0:350 standard Standard Yes Window Front (N) 12.0 0.390 0.350 Standard Standard Yes, Door Front 33,: 0,550 0.650 Standard Standard r.es WindoW .Front (N) 12,6 0.3.90 0.350 Standard Standard Yes Window Left (��) 3.0 0.390 0;350 Standard Stall !Done a Window heft (E) 8,0 0,290 0:350 StOndard ^Standa Done ; Window Left (E)))) 15:0 0.300 0.350 Sta':idard Stty��! rd Door Left (E) 20.0 0.550 0.650 StandardStanr9w Yeea s i Window Tack -(S) 10.0 0.390 0,350 Standard � J • J Job- rus§. (U66 Type — ., ty. y .�...�.. 70,5 C4Pk0509 C7 ROOF TRUSS 1 1 6220457;p CAS ong a I0W Lumber 0.,, nc,; Criloo, ua, . 69213'7434"' s pr Q37dia n usu o doneg as, Inc.nc. on May Page—T-1 i a 1 3.9 8 9S•6 y. ( ' : 16.1.3 } 21.3.8 X22 -M Y' 3.9$'- 5x6 - A-7.13.. 1.7.18 — 6.2.8 1.8.0.,- Fj;00 j-tZ- Scale tz1,63;x; 2 20 1112 3x4 3 'r 4X4 17 1 � 1a 1.5x4 // 1 � 15, ' r E r� 11 10 9 8 40 d 30 - 3x4 U4 = 30 = 7•i-5 68.19 7.4.5 ata sets 14• _ 1.0/1DING (nsf) SPACING 2.0.0. CSI DEFL In (too) Wall PLATES GRIP TCLL 16.0pietas Increase 1.25' TC 0,55 Ver•ILLt 0:06 6.8 >999 M1120 220/199 TCLL 10.0 Lumber increase 1.25 8C 0.28. Ven(TL) D.14 6.8 >999 BCLL 0.0 Rep Stress'Iner VES WB 0;36 Horz(TL) 0.02 6 n/s BCDI. 7,.0 Code USC97JANSI96 (Matrix) 1st LC LL MIn,I/doll Q 240 Weight: 1201b LUMBER .: BRACING .TOP CHORD 2 X 4 OF Not1-3 TOP CHORD Sheathed or 5.4.12 cc purlins, except and verticels, BOT CHORD 2 X 4 DF No;1•G BOT CHORDRigid ceiling directly applied or 10.0.0 cc bracing. WEBS 2 X 4 DF NoA-G 'Except' WEBS 1 Row at.midpt 1-11, 2,11 3-10 2 X 4:DF Sid -G, 5.8 2 X 4 OF'Std•(3, 1.11 2'X 4 DF'Std-0 REACTIONS (Ib/size) 11a690/0.34,,6••782/0-3•8 FORCES IIb) - First Load Case Only TOP CHORD 1:17:4110.12-43,20 3"-099� 2.13_•567, 3.14�e•99514 14m•9Bti, 4.5a•10t33, 5.150.1'108,' 615 -11 BOT CHORD 10 11245; 9-10610, &9 a 618r 8 B d 989 WEBS 210=572,3.10=469,3B.g63,B•B a -270x2-77.-815 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss hes been designed for a 10.0 pat bottom chord live Toed nonconcurrent with any other live loads per Table No. 16-B UBCn97, 3 A plata rating reduction of 20% has been a plied for the groan lumber members. 41 This truss has been designed with ANSI/TPP1.1995 criteria, 6) This truss has been designed for a moving concentrated laid of 250.01b live and 75.011 dead located et all mid panels and at all panel points along the Top Chord, nonconcurtent With any other live loads. I LOAD CASEIS)r Standard �) * NO. 9919 •Z-04 4 " CAt1E0�� May 13;2002 A WARNING • Verily dca4kn parniifeters and READ NOTES JN TRIS AND REVERSE SIDE BEFORE USC, Deetgn va11d forUse enty with SATek connadlore;:,This design is based only upon. pemmarers shown, and Is loi an Individual building component to be Ieatvped and loaded veNcally. Applicablllty of design parameters end proper Incotpopdon of componepl Is rosponalbillly ol joilding ooelgrat-- poi Iruas deelg0er. Bracing shown Is for lateral Support of Individual weVni.mbera ociy. Addltlorwr romporor' br8cI1g10 insure slablltpy during construction bile: resp0lulbli ty of the eroclar. IN tq .Addidonai pormanonl braring of the ovetail arruprolr is the raspon.ibetly of Ina building tlosignor. For gararat guidance regarding labdcalion, quality control, storygo, dotivory, arecdon, and bracing,.paraull 06T•08 quality Standard, VSB - ea Bracing Spedlieeton, and HIB 01 YWrid(Ing Installation and Bracing Reeommsddalion available from Truss ... 01810 Ine11tutA-68.1 n•nnntrro Bily ... wl 5371g M.TeL I.nria.trtn. 1.1Ci EUBE'0N -- S3j81SR0N1 3511W--09 1 _zoos runs ype .�.-.. n,u T 1 Ii00F TRUSS o tionalL age CARE0609 CB s Pr a n' us nes, lrc ue .ay iTOTi(1 > 0rt9 a. OW Um 0r 0., nC , , _Lai a, 23.1-13' 28.8.11 88-0-01—y 6.2.5 11.10.3 17'8-0 5.7:13 6.7.19 5.7as 5:7-13 Scala a 1;75.2'. 8.2.5 06 - 6,007 5 3030 ' 6 394 4 3X4. �1c4 1.5x4 a� ' 7 4X4 6 2 3 y 9 1B' 13 12 11 s 16 15 1A, 2X6 3x4. i 696 3x4 = 3x4 3x = = 8 3? 4 35.0-0 ' 23-1.13 .., 31.6.4 8.3.7 17.8-0 5.7.13 8.4.7 3.542 7 PLATES GRIP a e -- —s—^ -0-0 CS1DEFL L)) In (I�c) UdeD MII20 2201185 TCL 10.0 SPACING 2Y 5 WB 0,70 N 1(TLL 0.01 9 98 >999a LOADING (sf) Ma(nx)•d0 We �8,0 BC 0.38 We)gti'.:1711b SPACING Increase 1.25, Lumber Increase, 1,25 1 BOLL 0.0 Rep Stmss In 1st LC Ll, Min Udell = 240' SCDL 7.0 (.ode UBC971AN5195` ( BRACING LUMBETOP CHOK0 Sheath 51.3 oepudins. I'OP CHORD 2 X 4 DF Nott -G BoT cHOrt7 Rigid ceilin, dilecily applied 8 4140 5,14, B-14 BOT CHORD ? X 4 DF No,1 G 1 Now 9t m dpt 41 WEBB 2X4 DF Std -G Excepl, 4.142X4 DPNo1 G 'r14 2 X 4 DF No.1•G 6.142X4 DFNo1 G REACTIONS (Iblsize) 1¢228131-e-,4,15=611314, 16=580!31.6.4 14=524131.6.4 13 3319311-64. 11=80213164, 12=64131-6-4 Max Ha,.z 1=lhoa((d ceso 6)caga Maxo Grey 1 467 l ed casaB41? 16Y771holad case 6j )16=1 B9(load cess A)� '14=582 oad case 3),d case, �13L785(load c -a.3) ,11=1781(Io3d case 3), 12=166(load caso 5) FORCES(lb) • Flrsl Load Case Only . TOP CHOA 1 2 -166, 2 3-23, 3:•143, 4-5=132 5 6=132.6-7=108, 7.6=•26, 4, 9.10=33 BOT CHORD 1 16=107 15 18=40,14.15=40,13-14+-•38,12-13=17,11-02=17, 9-11a.419, l WEBS , 2.16=-31 �, 4 18= 218,,,,14-142, 6.142.356,614= 29, 8 13= 256, 8-13G 83, 811=+647 ! NOTES 1) Thls tniss'has been chocked for unb�enced bottom chord to 21 This truss has been designed for a 10.0 P3 bottom chard 11Ve toad nonconcurrenl with any olhor live loads par Tahla No. i6•B UBC -97 3 16 Metal A plate raltng reducilon of 20°!e has bean appd"d for lho green lumber numbers, 4 Non Standard bearing wndillon, RBVls'N MgUired 5 This truss has beep design With ANSIITPI 1=7995 cdt00l 'drag loads along This truss las bean daeigneom chord from d for 4 total drag 105001b�ECoN 0{ THIS I RUSS TO HECK LATEKRAL OAD (DUE TO TRANSFER f' 0.0.01081-B-0for1421 p1 ENGINEER OR ARCHITECT: �Y R QUALIFIED. Q�pfE OF SH._AR FORCE SHALL BE REVIEWED AND APPROVED LOAD ca»SrE(S) standard ` w , 09, ONGNOt 9919 4 * EXP d May '14,2002 WARNING - Yrrij,V ddsil;tl parfrindtrtr pod MEAD NOTES ON THIS ANA REVERSE SIDE 1fEFORE USE i Orsign yalld loonent lobe nalalvdlh lad aea loaded v dteelly,Appgcabilbased ypl design pe emsiels andep011 P per Inro Oor+arajn6jors shown, and is for an alohdol' t building coipp •+ll of Indh idual componadl Is rosponsibtiby of bullding designor-not Wasdoat0n+r• Bracing shown for I+l+t+l a. Now web membore Doty. Additional tomporory bmdn8 to INuru +lablllty duAng ao'islluelloo le the respans•.alty of me etect¢G i L not permanont brecing of the overall altucluro le Ue msponsibilily of lhCe �I�d'OST 89Ou Illy Slend+d,,pe0•ng fabdC+llon, quality wnlrol, sleragi, delivery,: arodlon, andbr+dn8, Mitek Indush les,111c. Ling p 6S3 ation, an OIG- Madbon, WI 577/9oli¢blo (tam True+g 9 s3tals�oN►31iw--w�Lfi;t —zooz cln specification, } Bracing r, and Installation and Reedmmen + a Page 2 CF-IR CERTIFICATE OF COMPLIANCE: RESIDENTIAL Date. .08/05/02 14:56:50 Project Title,.....,... ;san Carey Residence Su_ P.rogram-FORM CF-1R MICR— OPA 6 0 File-CAREY2, Wth-amilS92 Use Run-Carey User#-MP0995. FENES'T'RATION over-. hang/ hang/interior U- Exterior Fins Area (sf) Factor SHGC' Shading Shading - Orientation Standard p WnaoW Back (S)? 20.0 0.390 0.350 Standard 10:0 0,390 0.3Is 0 Standard Standard" Standard Yes Yee Window Back Window Back (S) (S) 15.0 0.390 0.350 Standard 0.390' 0.350 Standard Standard Yes Yes ` Window Back ` Back (S3 CS) 15.0 24 0 0.390 0.350 Standard 0.350 Standard Standard Standard Yes Yes Window Window Back (S`) (S) z4,0 0.390 2.4.0 0.390 0.350 Standard Standard Standard Yes Window' Back Door. Back (s') 48.0; 0.390 0.350 Standard j0.0 0.390 0.350 standard Standard Standard Yes Yes Window Back Window Back (S) (s) 20,0'.`.0,390 0.350 Standard 0..350 Standard Standard Yea Yes Window Back (S) (S) 10.0 0.390 8.5 0.390 0.350 Standard Standard Yes Windnv� Back Door. Right CW) 20.0 _0.550 0.650 Standard 0_550,0.550 Standard Standard Yes Yes Door Right Right (��) CW) J3.3 I2j0 0,390 0.350 st-ardard Standard Standard Standard yes Window ' Window Right, (W) 12,0` 0.390 0.350 SLABSURFAC' S Area Slab Type Csfi Standard SlPb 1.760 C� RVAC S 17STEMS i ll Refrigerant Tested ACCA Duct, Manual The�moatat I Equipment Minimum Charge and Duct Duct Airflow Location R-,Mllue D Leakage ,r _ Type Efficiency _ -- Nc Setback ii Furnace 0.520 R�4.2 APUD Nod~ Attic R-4,2 No No No Setback ACSpl t 13.00 SEER `$ WATE.HEATING 'SYSTEMS Number Tank Size External anon Insulation I Yin ', e System Energy al Factor (gal) R�-val -- Tank Type ion T - Haater 'Typ Distribution yp ` 50 � R n/a —rf 18 Standard 0,5 i l Storage Gas i REMARKS Typical fe�aestration shall be viny 1-ftamec With dual pane, low�"e These units have a glass byneulate� tib acmax mum 6a85gSa�, Milgard, HGC-value. Reference: maximum 0, U-f�otbr and NpRd data provided ny manufacturers.' MADTDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R. r Project Title......... Susan Carey Residence Date..08,/05/0214:56:50 , MICROPAS6 x6.07. File-CAREY2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Carey. ` � SPACE CONDIfiTIONING, WATER HEATING AND PLUMBING' SYSTEM MEASURES Design Enforce- er ment 110-113: HVAC equipment, water heaters! showerheads ,and faucets certified by the 'Commission., BY CONTRACTOR 150(h): Heating and/or cooling loads calcula ed in accordance With ASHRAE, SMP_CNA or RCCA. ATTACHED 150(i): Setback thermostat on all applicable heating and/or cooling systems, BY CONTRACTOR 15o (j) : Pipe and Taiik insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater, 2. First;5 feet of pipes closest to water heater tank, non - recirculating systems', insulated (R-4 or greater). 3. Back-up tanks for solar system; unfired storage tanks, or other indirect hot water tanks have R:-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed.piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated., 6. Piping insulated between heating source andnd rect hot water tank. BY CONTRACTOR *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of 'the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2' or enclosed entirely in conditioned space. Openings shall be sealed With mastic, tape, aerosol sealant, or other duct -closure i. system that meets the: applicable requirementa.of UL181, UL181A, or UL181B. If mastic or tape is used to seal opening11 s 1i greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used'. Building cavities shall not be used for conveying conditioned. air. y Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct gapes unless such tape is used in combinati.n with mastic and drawbands 2. Exhaust fan systems have Uackdraft or automatic dampers. 31 Gravity ventilating systems serving conditioned space have either automatic or readily accesbible, manually operated dampers. P,;CONTRACTOR 114: 'Pool and Spa Heating Systems and Equipment 1: System is certified with 18% thermal efficiency;, ori-offswitch, weatherproof operating instructions, no electr,?.c resistance heating and no pilot light. 2, .System irk installed With: a. At least 86 inches of pipe between filter and heater for future solar heating. ;,r,° b. Cover for outdoor ,pools or outdoor spas k ~"' 3 Pool system has directional inlets and a circulation pump time switch.4�rN/A 115: Gas-fired central furnaces, pool. heaters spa heatera�o y r . CERTIFICATE ,OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R' REMARKS French doors were ass gned the CEC default U factor and default R SHGC-value. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of .Regula.tions, and tha: administrative regulations to implement them This certificate has been signed by the individual with overall design. responsibility. When this certificate of compliance is submitted for a szugle building plan.to be built in multiple orienta•ions, any shading feature that is varied .is indicated in the Special Fe ture.s y Modeling Assumptions section. {- DESIGNER or OWNER DOCUMENTATION AUTHOR y. Name.... mom Provost i Name._,.. Donna Wallace Company. Provost Construction Company.' Address, 3230 Bay Avenue Address. 399 East 9th Avenue Chico,- .California 9597$ Chico, CA 95926 - Phone.. 5'30-343-4391 Phone... 530-893=4982 �. License. G30rt35 Signed... ��(2�U6' _ 8�2,-o'Z- Signed.. Dato�nvc¢�/s/Z ate ate ENFORCEMENT AGENCY L. Name..., Title. Agency., Phone.. Signed.. ate MANDATORY MEASURES CHECKLIST RESIDENTIAL Page 1 MF-;IR t Project Title. . Susan Carey Residence Date..08/05/02 14:56:50 x Project Addrear Circle LT Fuad ******* Butte County, California *x6.01* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Plan C ec Date Chico, CA 95926 530-893-4982 Fie C ec Date' Climate ;!,one.......... 11 Compliance Method.,,... MICROPAS6 v6.01 for 2001.Standards by Enercomp, Inc. MICROPAS6 v6.01 File-CAREY2 Wth-CTZl1S92 Pxogram-FORM MF-1R User#-MP0995 User- Run-Carey Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance-approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificateof Compliance. When this checklist is incorporated into the permit documents; the features noted shall be considered by all, parties as minimum component performance specifications for the mandatory measures whether, they are shown elsewhere in the documents or on this checklist only. B[7ILDING ENVELOPE 'MEASURES' Design- Enforce- { s manufacturer's labeled R-Value. er N/A ment * { 150(a) Minimum R-19 ceiling insulation. R-38 150(b); Looe f�11 insulation n i. *150(c): Minimum R-13 wall insulation in wood tramed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). R-13 50(d);. * Minimum R-13 raised floor insulation in framed floors. N/A 1. 150(1); Slab edcle insulation - water abscrption rate no greater f than 0.3%, wal ,r vapor transmission rate no greater than 2.0 perm/inch:: N/A' 118: Insulation pecif'ied or installed meets insulation quality standards. Inuicate type and form. FIBERGLASS BATTS + 116-17: Fenestration Products, Exterior Doors ,%nd Infiltration/ Exfiltration Controls 1. Doors and windcws between conditioned and unconditioned ' ,;paces designed to limit air leakage., `2. F' nestratior products (except field fabricated) have label with certified U-factor, certified Solar Heat Gail. Coefficient'(SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped all joints and penetrations caulked and sealed. BY CONTRACTOR 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 N/A. 15Sec): Special infiltration barrier installed to comply with 151 meets Commission quality standards. N/A 15G(e)t listallation of Fireplacea, Decorative Gas Appliances a��.,lAsonry and factory-built fireplaces h 1 Y have: a; Closeable metal or glass d000r , outside air intake with dam er and control i Flue pdamer control , .j ,js. ,` r r. burning gas n ',,ots rallowed.. BY CO) RACT R�:� 2. Ngo continuous burns'7�_ COMPUTER METHOD St'MMARY Page 3 Project Title.......... Susan Carey Residence Date..08/05/02 14;56:50 MICROPAS6 v6.01 File-.CAREY2 Wth-CTZ11S92 Program -FORM C -2R User4-YIP0995 User- Run -Carey FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade l' Orientation (s:f) factor SHGC Azm Tilt Type/S110C Type/S1JGC - 26 27 Window Door Back Right (S) (W) 8.5 20.0 0.390 0.550 0.350 0.650 180, 210 90 90 Standard/0.76 Standard/04,76 Standard/'0.68 Standard/0.68 ti 28 29 Dolor ndow Right Right (W) (W) 33.3 12.0 0.550 0.390 0.650 0.350 270 270 90 9.0 Standard/0.76 IStandard./0.76 Sta;hdard/0.68 Sia ,ldard/0.68 30 .e Window :2i ght (W) 12.0 0,390 0..350 270 90 Standard / 0.76' Stan and 0.68 OVERHANGS AND SIDE FINS -Window- '�- overhang -Left Fin--- ----Right Fin Surface Area (sf) Wdth Hgth Dpth Hght Left Ext Rght Ext Ext Dpth Dight Ext Dpth Hght HOUSE 1 Window 10.7 n/a 4.0 1..5 0.3 0.3 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a; n/a n/a n/a 2 3 Window- 10.7 3.0 n/a n/a 4;0 1.0 1,.5 1.5 0.3 n/a n/� n/a n/a n/a n/a n/a n/a n/a 6 Window Window 8.0 12.0 n/a 4.0 40 6.7 1.5 0,3 0.3 n/a n/a n/a ii/a n/a n/a � i/a n/a n/a n/a n/a. n/a n/a n/a n/a n/a' 7 8 Window Door 33.3 n/a n/a 8,0 1.5 1,5 0.3 nja ii_ /a n/a n/a n/a n/a n/a n/a n/a n/a n/A n/a n/a n/a n/a, + n/a' 'j 9 12 Window Window 12.0 15.0 n/a 3.0 4.0 5 0 5.7 1.5 30:0 0!.3 9.9 27.2 n/a n/a, n/a n/a n/a n/a n/a n/a 13 14 Door Window 20.0 1010 3.0 2.0 50 47..3 9.2 1.6 0,.3 5,8 9.2 31.3 3.5 n/a n/a n/a n/a n/a n/a ;.•�a n%a n/a n/a 15 Window 20.0 4.0 5.0 9.2 0.3 0.3 9.2 n/a 5.:8 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/A n/a n/a n/a 16 17 Window Window 10.0 15.0 n/a, n/a 5.0 50 9.2 13.2 0.3 n/a n/a n/a n/a n/a n/a ii/a n/a 18 Window 15.0 n/a 50 8 0 13.2 9.2 0.3 0.3 n/a n/a n/a n/a n/a n/a n/a ii/a' n/a n/a n/a n1a n/a n/a- n%a n/a 19 20 Window Window 24.0 24.0 n/a n/a, 8.0 9.2 9,2 0.3 11/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/e-.' n/a- n/a n/u 1 21 22 Window Door, 24.0 4,8.0 n/a n/a 80 8.0 9.2 0.3 0,3 n/a n/a n/a n/a n/a nja ri/a n)•a n/a 23' Window 10,0 n/a n/a 5,0 5,0 4.8 4.8 1,3 1.3 n/a na / 11/a n/a, n/a n/a n/a n/a n/a h/a n/anjA n/a n/a n/a n/a 24 25 Window Window 20.0 10.0 n/a 5.0 4.8 1.3 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a; n/a' n/a 26 27 Window Door 8.5 20.0 nJa 3.I01 1,.0 6.7 4,8 S5:,0 0.3 1,6 25.1 10.0 n/a n/a n/a n/a n/a n/a 28 25 Door. Window 33,3 '12.0 5.0 n/a 6,7 4,0 9.0 9,0 1,6 0,3 5.0 n/a 7,3 n/a n/a n/a n/a n/a nJoa nala nja n/a n/a n/a n/a n/a 30 Window 12.0 n/a 4,0 9.0 0.3 n/a n/a n/a 0/a n/a 11/a n/a 1.1/a SLAB SURFACES area Slab Type (6f) HOUSE '-•• ,��,��. SLandard:`Slab i'760 a� �„` �' � �jktiji t I COMPUTER METHOD SUMMARY Page .1 C -2R Proj1. ect Title..... .... Susan Carey Residence Date..08/05/02 14:56:50 a Pro'ect Address...... Circle J Road ******* Butte County, California *v6.01* Documentation Author—. Donna Wallace ******* Building Permit 399 East 9th Avenue Plan 'Check / Date Chico, CA 536-893-4982 Field Fie Check7 Date Climate Zone,.... ... 11 Compliance Method....... MICROPAS6 V6.01 for 2001 Standards by Enercomp, Inc. NIICROPAS6 x6.01 File-CAREY2 Wth-CTZ_l1S92Program-FORM C -2R User#-MP0995 User Run -Carey GENERAL INFORMATIONa Conditioned Floor Area..... 1160 sf Building Type.......:. .-.�. Single FamYly Detached Construction Type ......... New 4 Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units:... 1'` Number of Building Stories. 1 Weather Data Type..., ReducedYear Floor Ccn,struction Type..,. Slab On Grade - V Number of Building Zones... 1 CCondition'ed Volume...... 15.840 cf Slab -On -Grade Area..___ 1760 sf Glazing Percentage....... 2?.4 of floor area Average Glazing U -factor... 0.43 Btu/hr-sf-F Average Glazing SHGC.... . 0.42 Average Ceiling Height.. 9 ft BUILDING ZONE INFORMATION' Floor ## of Vent Vent Air Area Volume Dwell Cond.- Thermostat Height Area Leakage Zone Type (sf) (c.f Units itioned Type (ft) (sf) Credit HOUSE Residence 1760 15840, 1.00 Yes Setback 2.,0,Standard No ^ s COMPUTER METHOD SUMMARY Page 2 C -2R, Project Tit ... Susan Carey Residence Date..08/05/02 14:56:50 MICROPAS6 v6.01 File-CAREY2 Wth-CT.Z11S92 Program -FORM ;C -2R User4-MP0995 User- Run -Carey OPAQUE SURFACES Area U Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt.lGains Reference Comments, HOUSE 1 Wall 459 0.088 13 0 90 Yes W.13:2X4.16 Typical 12 Door 24 0,330 0 90 Yes None Entry 3 Wall 335- 0.088 013 90 90 Yes. W. 13.2X4.16 4 Wall 365 0.088 13 180 go Yes W,.13,2X4.16 5 Wall 178 0,088 13 270'. 90 Yea W.13,,2X4 A6 6 6 Wall 109 0.088 13 270 90 No W.13,2X4.i6 Garage' 7 Door 17 0.330 0 270 90 No None Garage 8 Root 1160 0.025 38 n/a 0 Yes R.38.2X4.24 Typical 'PERIMETER LOSSES'_ Length _Facto Insul Solar Surface Factor R -vat Gains Location/Comments HOUSE 9 Sl'abEd5e 200 0.760 R-0 No to Outside 10 S1abEdae 19 0.510 R-0 No to Garage FENESTRATION SURFACES ' Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Ti1't Type/SHGC Type/SHGC. 1 HOUSE' 1 Window Front (N) 1047 0.390 0.350 0 90 Standard/0.76 Standard/0.68 2 Window Front (Nj 10;7 0.390 0.350 0 90Standard/0.76 Standard/0.68 3 Window front (N)' 3.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 41WindowFront (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 5 Window Front (N) 15.0 0.3,90 0.350 0 90 p Standard/0.76 /Standard/0.68 ` ' / � 6 Window Front (N)' 8.0 0.3.90 0.350 0 90 8tandard/0.76 Standard/0.68 7 Window Front (N) 12,0 0.390 0,350 0 90 Standard 0.76 0.68 8 Door Front (N) 33.3 0.550 0.650 0 9O Standard/0.76' Standard/0.68 9 Window Front (N) 12.0 6.390 0.350 0 90 Standard/0.76' Standard/0.68 10 Window Left (E) 3;0 0.390 0.350 90 90 Standard/0.76 Standard/0.68" 11 Window Left (E) 8,0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 12 Window Left (E) 15;0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 13 Door Left (E) 20.0 0.55.0 0,.650 90 90 Standard/0.76 Standard/0.68 14 Window Back (S) 10.0 0,390 0.330 190 90 Standard/0.76 Standard/0.68 15 window Back (S) 20.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 16 Window, Back (S) 10.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 17 Window Back (S) 15.0 0.3.90 0.350 180 90 Standard/0.76 Standard/0,68 18 Window Back (S)' 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 19 Window Back (S) 24.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 20 Window Back ((S) 24.0 0.390 0.350 180 90 Standard/0 7-6.,rStandard/o.a 21 WJndow Back (S) 24;0 0.390 0.350 180 90 Standard/0 76"' Standard/0.68 22 Door Back (S) 48.0 0.390 0.350 180 90 Standard/OY.86, Stan- 4''td/0.68 23 Window Back (S) 10.0 0.390 0.350 180 90 Standard/0 76.%; Standard/0`.68 24 Window Back (S) 20.0 0.390 0.350 180 90 Standarcl(0 76 Standard/0.68 Back (S) 10 0 0.390 0.350 180 90 Standard 0?AQ) S,tanddird/0 25 Window,.68 . tI �ti�n� COMPUTER METHOD SUMMARY Page 4 C -2R rojeot Title.......... Susan Carey Residence Date. .08/05/0214x56: MICROPAS6 v6.01 File-CAREY2 Wbh-CTZ11S92 Program -FORM C -2R User##44P01995 User Run -Carey: HVAC uYSTEMS Refrigerant Tested ACCA 1 system CArflowandDuct Ductg Manual Duct YP LoDuct Efficient y Cation R -value Leakage D Eff HOUSE Furnace 0.920 AFUE n/`r Attic R-4.2 No No 0.737 ACSpllit 13.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R' -value 1 Storage Gas Standard 1 0.58 50 'R- n/a i REMARKS Typical fenestration shall be vinyl. -framed with dual -pane, cow -e glass by Insulates Milgard or approved equal. These units ha-�re'a maximum 0.39 U -factor and a.,mas.imum 0.35 SHOO -value. Reference; 'NFkc data provided by manufacturers. French doors Were assigned the GEC default ,-factor and default SHGC-value.- ) 4Ki1aR?,'� � M � ^ix6a tt ee .y y p CDF FIRE SAFE REQUIREMENTS AP# PERMIT ,# NAM Under auLh.orit- y of :;P??C 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit: These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards.' Field inspections will be made by, the Butte County Enilding Departmei,:: for t compliance. ' 1272.00 Maintenance: of Defensible space.. To ensure -continued maintenance of properties in conformance with these standards And measures and to assure :continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner: privewav Standards [ 1273.02 Surface. ,All driveway surfaces and structures (bridges; 1273.07 culverts and other app�irtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and 'fire apparatus weighing up to 40,000 pounds [ 1273.03: Gr ade: Not to exceed 16 percent unless paved. 1273.04 Driveway Radius ], 1. No, roadway shall have a horizontal inside radius of r curb-ature of less than 50 feet and additional sur face Oidth of 4 feet shall be added t<- curves of 50 1100 feet radius; 2 feet to those from 100200' feet, { 2. the length of vertical.curves in roadways exclusive, e of gutters, ditches and d`'ainage structures designed to hcjld or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the,Eenter of the road: [ j 1273.05 Turnouts: Shall be a 'minimum of 3.0 feet wide ,vhd 30 feet„ long with a minimum 25 foot taperon ea - a -era. [I`7 1270.].o Widtho All driveways shall provide a minimum 10 foot traffic -laheandi unobstructed vertical, clearance of :. feet along its entire length. Page of V. MICROPAS6-v6.01' File-CAREY2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User-Run-CareyF-- - T GENERAL ,INFORMATION t Floor Area: . HVAC SIZING'. Volume..... .. .. Page 1 HVAC Front. Orientation ......... Project Title.... Susan Carey Residence CHICO EXP STA Latitude. .. . . .... Pro ject Address.. ..... Circle J Road 27 F Wintpr Inside Design. .. 70 Summer outside Designi....'. Butte County, California *v6.01* 78 F Summer Range.....4--, Documentation Author,:, Donna Wallace, ******* Bui ing Permit, tt Overhang Shading Used...... 399 East 9th Avenue Latent Load Fraction....... Plat C ec Date f`t Chico, CA 95926 Description (Btuh) (Btuh) Opaque Conduction and Solar....,. 14904 4934: 530-893-41982 8808' 4916 n/a 4099 Fie C ec Date n 10017 3291 n/a; 210.0 Ducts 3373 1934 7 rhmmlianceCliate Method ....... MICROPAS6 v6.01 for 2001 Standards b Enercom Inc. Stan y p Minimum Total Load MICROPAS6-v6.01' File-CAREY2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User-Run-CareyF-- - T GENERAL ,INFORMATION t Floor Area: . 1760 sf Volume..... .. .. 15840 cf Front. Orientation ......... Front Facing 0 deg (>N) t Sizing Location. .... CHICO EXP STA Latitude. .. . . .... 39.7 degrees Winter Outside Design.. 27 F Wintpr Inside Design. .. 70 Summer outside Designi....'. 1021'F Summer Inside Design......: 78 F Summer Range.....4--, 37 F Interior Shading Used ..... No Exterior Shading Used...,.. No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar....,. 14904 4934: Glazing Conduction .. ..., .,... 8808' 4916 n/a 4099 Glazing Solar.. .. Infiltration: Internal Gain. .. .; .. :.. ... 10017 3291 n/a; 210.0 Ducts 3373 1934 Sensible Load .. 37102 21274' Latent Load ................ .... n/a' 4255 Minimum Total Load 37102 25529 $r loads shown are only one of. Note: The, the criteria 'affecting the selection of `HVAC equipment. Other relevant design factors such as air flow. requirements, "outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be 9 considered, It is the HVAC designer's responsib11ity 'to consider all factors when selecting the HVAC equipment. i 'y, r AP it PERMIT # f NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 600 feet i length, shall provide a turnout A near the midpoint of the driveway. Where, a driveway ekceeds 800 feet; turnouts shall be provided no more than 40:0 feet apart. 06 1273.10 Turnaround. A turnaround shall be provided at all t building sites on driveways over 300 ,feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two foot, wider than the roadway it serves. 2. The gates must be located at least 30 feet from the ro adway and shall open to allow a vehicle to stop '.without obstructing traffic on that roadway,. _ [ 3. Where a one-way road with a single traffic lace provides entrance, a 50 foot turning radius shall be used. Ede! Modification 1276.01 Setback for Structure Defensible Space:. a J.. All parcels 1 acre aid 'larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from L11,property ,lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, bury: ng, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and 'fuels caused by site development and construction, road -Aid driveway construction and fuel modification shall be completed prior to completion of • � p a building construction �r f�.�ia:l inspection o' ...road., permit. page 2 of,3 C-) AP # PERMIT # NA145 Other Requirements, d ] if R,jildinaSetback lea 15 to 39,Feet ass A or B roof .closed eaves [ ] if Building Setback is Less Than 15 Feet Choose any 3`'of the following: - fetal or no'doors on side toward property line with inL+uffi- ; tient setback - Class'A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA`13D _ property - Glass area not to exceed 10% of wall area toward line with insufficient setback - Siding from the following list: Stucco - 3 coat. :' } Hardi-Board or Plank Masonry Masonry venemr Metal other Butte, County Fire Department approved material9 r} u t y i ,A. 2Z� 0L- Date Signature Page, 3 of 3 • Vencerper Cb. la, U.8,C, • Exterior piaster-weep screeds (U.B,C, section 2506,5). • Skylights per Sec. 2409 A 1603.7.1113,C, • Protect plastic foam insulation per Sec, 2602,4, U.B.C. • Ground fault protection shall be required in all ballrooms, ghrage, kitchen, wet bar, and exterior receptacles (NEC "",0), • ', Electrical, mechanical, and plumbing cohstiuction (not plan reviewed) shall comply With tltc current editions of dt< National Electrical Code, Unifbrnt Mechanical Code and Uniform Plumbing Codc, • Minimum water closet cleaninces of 15" from its center to sidewall and 24" front clearance (U,P,C, 408,6), tt • Minimum shower compartment-size of 1024 sq, in, & 30" circle (U.P,C, 412,7), t • Provide plumbing tixtures,_'water closet clearances and shower sizes per U,P,C. C,l SPECIFIC REQUIRERENTS` 1, dsafetyb¢b all Ilocations s`p) 2, GarProvide ge Crwall sparatiorequired ongarae side, includingport in Swalls a id posts (UAC, section 302..4 exception #3). 3 htstall smoke detector's as per the requirements of U.B:,C, section 310.9.1, 4. Special roof covering required, clasS. B minimum. S, Provide 2 separate exits from the Hurd story (U.B,C, section 1004.2,3,2 exception 44 6, Every bedroom shall have at least one operable window or door; Windows shall have a minimum net clear openabie area of 5.7 squire feet, Additionally, the window shall have a numeral net -tear openable height of 24" and a minimum net clear openabie width of 201L Tiie window sill beigld shall not be more than 44" above the floor (U.B,C. 3104), COLOR CODI USED ON PLANS Blue =Engineering bink = Fircwali Green = Braced wall panels Yellow = Important COMPLY "VITII ITEMS INDICA'T'ED BELOW C Your parcel;lies within a designated 100-year flood plain, Finish floor, electrical, H,V,AiC: equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificale,.,4 Post N" I Elevation Certificate will also be required Note: We will normally accept the following as Compliance witif die, flood clevatioii requirements: I,: _ .Building is anchored to concrete stemwall system with conventional anchor bolts, 2. Buildhig plate on top of stemwall to be one foot or more above die 100-year flood elevation.'(Platc height less di all 24" above grade, or engineerdd.design rcgWrrd), 3, Electrical, lleadng, ventilation, plumbing and air conditioning equipment and facilities located above the plate, li g pp J 4 ' At least 2 o erg s m csterior walls, located ort opposite or ad'acent walls wide a total net arca of not less [Ilan 1 square inch for c �ry squire foot of enclosed area, 5, The bottom of the openings shall be no higher than 1 foot above grade. dwater, 6. - The openings may be screened& or coVer.d tvllln other dct ;-cs that will penult automatic entry anal exit of floo Fire sprinklers are required 1h this structure, Tlits parcel .is located tvitlnin die California Detrarmicnt of Forestry and Fire Protcetion area. Ccmipliance wilt cite attached CDP fire safe requirements will b, necessity, ® All structures and equipment including Ocrhanlgs'slrall be clear of ail easeuents, A setback of ' from dic <Sidt; nttd ' front llte rear I!roperty lines and 20 feet (25 feei ifFederal Aid Route) from the edge of Ute right of way shall be clear of strictures and equipment except fur a.'2 foot overhang, lE zpvnsive soil nay be eiceuntcred on flus site Thus condition may require did foutidaflon to be designed by a California regmered cnghicer or licensed architect, Page 2 0£2 Owners Names 1�^ Q Pag � ... . Bailding Permit Number: C7�? iPlansF,xaininet, � ry r Department of .Development Services o ma , o Building Dives ori ` o y-+�aer 0 7 County Center Drive o rr"�a o Oroville, CA 95965 r CQU �.C`�► (S30) 538-7541 (53,0),538-2140 FAX b Residential Construction Requirements mroRTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on. same without written permission from the Building Division, County of Butte, All materials and workmanship shall be in accordance with recognizbd good pr»dices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 UB.C), 1998 California Plumbing Code (1997 U.P.C)� 1998 California Mechanical Code (1997 U,M,C,), and the 1998 California Electrical Code (1996 N.E,C) The following items are separated into two categories (general and specific), The "general" items are for your reference and are not specifically called' out on the plans by the plans examiner; These items MUST be complied with, if applicable, and it is the builder's responsibility to comply, The "specific" items have t been keyed t. the plans. If an item is'inadvertently left out or missed, it does not relieve the builder of any t responsibility for code requirements, general or specific. GENERAL REQUIREMENTS 1 • Guest rooms and habitable rooms shall liat a natural light equal to 10% of the floor arca and rhatural ventilation equal to 5% ,i of the floor area (Sec. 1203, U,B.C.) • Provide required room dimensions and ceiling height, (Sec, 310,6, U.B.C) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec,306, UM.0 ) • Approved vent and adequate combustion air for gas'.vater lheatcr ancUor furns.ce. (Ch, 7& Ch. 8, U,M,C-) „$ • Provide minimum one 3'-0" exterior door. (Sec. '1003,3,1.3,U.B.C) • Provide adequate clearance and type A flue for fireplace/woodstove. • Alt stairways to comply with U,B.C. section 1001.3, for rise, run, headroom, width, landings and handrails, P • Hallways to be minimum 36 wide (U.B.C. 1004,13,7). • Underfloor access and ventilation per Sec.2306,3' & 2306,7+ URC, • Attic access and ventilation (UBC section 1504 l • Provide approved flashing at all exterior openings. Provide 18" phatrorrn fur,appliances/equiprnent in garage capable of producing a flame; spark or glow. • Provide protection of appliances in garage from vehicular larnage. '0 f,'loset lights per N.E,C, Article 410-8: Provide certificates of conformance for'A glu-lam beams, t, • Provide approved spare arrester at all cbimncys/type "A" flues. + ++ + " j ' " 'x 3/16" " steel plate washer s each Provide /? x 10 anchor bolts G o,e. mai, and wrdhiu l2 of all Darts, Provide 2 2 . bolt, (Sec. 1806,6, U,B.C) " • foundations with stemwalls shall be provided with a minimurn of one nunib.;r 4 bar at the. top of die will and one number 4`bar t',t the bottom of the footing, (Sec. 1806,7:1, U,B,C.) Slabs -oh -ground with tthmed-downfeotfngs slhall have a minimum of one number 4 bar, at the to vid bottom (Section o Guardrails to have minhmmn 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, TJ.B.C.) Page 1 of 2 Owners Name: Building Permit Number; 7 Plans Examiner; lllartha Christy �j i I QN( 89 LOREN CHICO, C, �Nl' , ' ►f = `' r ransfarrcd Lrarn LoyoAt CARE05 V 9 ¢' 128 De1�:6+g0uWn'I1Vt FILE No.957 08/08 '02 12:17 10:LONGFELLOW LUMBER CO. FAY1530 893 0140 PAGE 2i 3 3 ....� MiTek Industlies, Inc, 7777 GREENBACK LANE SUITE 10.9 CITRUS HEIGHTS CA 95410 z ;, USA ® FAX (913) 6161909 M i e 1 il. TELEPHONE (916) 670190Q r May 31, 2002 1 `i Longfellow Lumber I' 89 Loren Avenue Chico, CA 95928 RE': Trusses supportipg A.C. Loads designs are ad adequateto support u to an additional Mitek Industries, Inc, trusseq , pp p 1 150 pounds per truss due to mechanical loads, If this load falls at a panel point, no revision to the engmeering is neces;3ary, If it falls in between pans. points, a 2X scab of equal sizer and grade as the top cord is required for'the D411 panel length 4 carrying the Goad. Attached with l Od nails at ;12" ox. i 2' o. truss applications with greater than 3/12 'Chese rules only apply to residential .c 1l i Pitch, For commercial building'span of truss shall be',limited to 30'- ^" maximum; `t If you have any questions, please call meat 1.800.772-5351, Sincere u �oQ Essro� �pONG NO, 049919 EXP •30;)d µa `�"�' ,mss g • t2edoug �P,q. 1 � r ���•�' Director o•i Western Operations RY/ek i w i 0 BRACE'MAY BE ATTACHE=D TO EITHER (MARROW FAQ 'Or- WEB. (SEE NATE BELOW)' P. rbTF.MHT RBZUIt-Er17AT ,RAA DH% OF AHO AT 20 -Ol,l LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 578-011.2 (530) 893-0112 • PAX.1530) 893'0140 89 Loren Averwe Chico, CA 95928-7434 lm or at t Info' rma�tion Tsar Usersof foo Trusses Lo„ylellow's, goai 15 to supply s►uperlor quality trusses, Sensible truss designs, the best available lumber and exacting i workmanship are the Icey ingred!erits .of our quality control program. (Once trusses arrive at the lob site, quality, cont j For best results we suggest: becomes the resoorislblllty of the builder. r i Do'S DON'TS 'Q Do review your field copy of truss engineering for importantbracing;', Q Do Not cut, notch or drill chords or webs of trusses. beariinij end connection details. ' (Exceptions will be cletirly marked on engineered drawings.) f� J7or review the Hlo-,91 Summary shpet's recommendations for 13 Do Not cut or remove plates. �khandling, metalling and bracing of wood irussds. Rai Q Do Not overload single or groups of ,trusses with plywood, roofing, to Do,lnstaq roof sheathing ASAP. Trusties hold their profiles best when , ; tools or other construction materials. they have been plumbed and braced with roof sheathing. Especially . in hot'W'eather, we recommend sheathing be appiled.over as much of ❑ Do Not make field repairs without written approval from Longfellow i they building as possible e o e installing ouidg %rs and gable -end Lumber Co. siding; , r r U Do Not load HVAC units, solar egulpm3nt,, fire sprinklers, etc. on detAic atu trusscs :for missing plat p ss engineering has, been designed to' es or broken lumber. � Report accomodate the specific g mmediately, is point loads. Q'Do secure tails with fascia board, In recent years, the production of lumber from second-growlh timber has resulted in an -increased BEFORE INSTALLING: . , L�� .' tendency for unrestrained tar, to twist. We recommend a sub -fascia be Installed behind gutters. Make certain truss sequences and end -for -end orientation are correct; Do call Longfellow 1f you have :questions or 'need additional information. VUSS.,TV _ - ,-fin.. •• _ 81615424 CARE0509, 82 ROQFTRUS5 (o'tionnll Wnp e4ow Lumoer o„Inc., co, a. uetnos, no- nu Mlayl Oo gel �. t 1y 12 6.1.3 11-te-0 1 1)6.19 �•.,__73•a-0_24r8 h-612 6.1.3 5 613 1.0-12 4k4 =, Scale =1 165.1 4 _ t 14 ' " &Be (i2 3x8 13 3X6 4\ 12 \S o 2 F96 3x4 % 11 10 0 B 3X4 31(10 3x8 w 4x6 t- i.6X4 11 M-3, 11.6.4 17 G-19 " 1 23-3`0 8.1+9 ll sa-t. _ t LOADWO woo SPACING `.2.0.0 CGI •CEFL... in flora WaR 'PL:a?pU.. Gnip, 1, TCLL 18.0 Plates Increase 1.25 TC 0.30 Vert(Lll 0,06 '2.11 >999 hI1120 220/t85 , TCDL 10,t? Lumber increase_ 1.26 9C '0.43 Vert(Tu •0.10 .2.11 >999 SM ON 0 Cc StromBC97/Af a165 IMat+i 0.62 H� & LL M, def) a 240 n/a 1Yo16ht 257.1b LUM9ER BRACING Sheathed 6r 6-0-0 oC pudhre. �- TOP CHORD 2 X A DF No.l•G TOP CHORD 50T CHORD 2 X 6 O SS -G 'Except• UOT CHORD Rlgid calling directly appliedOr 8.0.0 oc brcing. 6.92'X4OFN A -C' MBS 2X4OFatGr -'U"00- 4-102b.c' REACTIONS (lb/size! 2.2627!03.9, 1}304188/03 8, 8•+31!0.3.8 Mex Upl1ft6--182Qoad cans 31 Mex 0tav 2W �B43U6nd carr 31r 10=41fi99ood Case i1, 6.320dofd case 131 FORCES (lb) • Fist toad Cese Oniy TOP CHORD 1.2x36, 2.12x-208113.1 !m•20DB,: 13+-802, 9-13-78214 74�71tl, 5.14 558, 446, e•16F340, 0.7-32 BOT CHORD 2.11-1825, 10.11-102Cr 9%1014X8, 6.9-•270,'8.9--270 VJEB$' 2-11"3005,340.42M 4-10-1067,540-s-293.1678-14 1I)�fhis triam has been chocked for unba'up-d loadin i conditions , 2) This truss has boon designed for o 14.0 par bottom cWrd five oad nancondunant With eny other Gvo loads par Table No. 10.•9 BC• r 97+ 31 A Isto fella,) reduction popnff 2OS4 has boon applied for the nm lumber members. 5) correct c 90 (o) 5jl.udnd S, u, 10 � 11- I 13 hes been niodifled. Building dsttOner 76.011; ustlreYLtw loads to var3fv then shay are In truss lnus been dasl ed ytith ANSIJTPI 1.1908 alter a. fl� iru 7) oil pool points Wong ng the t' x7�rd, nan0-0-0 3 Noah. as f�O Weve lcedo. 0 b'dead locsted at 01mild,lahels and of Y der ted er 1h 8 TH3 truss htn boon designed ,or a moving cont: load 6f 260.010 live end 6 russw bo 81 Websconnectedan follows: 2 X 4 -1 row et 0.9.0 oa R Ti 1• Top chords connected ss follows; 24, d ,1 mW at 0.5.0 cc. �, � , I * w•"*t t0.0.6cc. yy� Bottom chorda connected as tallnWs; ,„ X 4.1 tow et 0.9.0 cc, 2 X 8 4 2 touts a LOAD OASE(d) ,Standard Except: 1) psgulart Lumberincreaeoe1.26 Plate increase -1.25 1 Uniform Loads (011) Vert: 1.4-42.0, 4-7 d2 0, 2=i0-•45-.2, GAA 14.6 NO 9419 8) lot Sprinkler Loadt Lumber Increase -1.26, Plate lncreom.i 25 U141orm Loads Iplf) VOrtt 1.4==,t0.0, 47 e404 2.10+.•243.9, 8•t0-•140 r K Cogconvoted Loads fib) �1 l Vent 12••325.0 8) 2nd Sprinkler Load; LurboImcmere=1:25, Plato incrahse-1.213 Uniform Loads info "x V813!4 d'-20.0,44-26, - 0-.243,90.10-4i4.O t.. C int Rr�gRpp,2UrrlJydditgn j,nrumlthrtdnd REAhNgrEsaNTNIS tNbk�VkRS; Syn BEFOREU3E MBY 16,2002 bnlgnyegdlolusea+iywith6litekedrmidon.Th4e+NgnlsO.ssaorlYuponpeturalerisho`WMen'dietoisnhtliuldusl 6ulimng domaonenl M po lestdkd end !sego- rerdufy. ApjlOosaiury id d++len yef•metuf• ling giopot lnodtpontfon of oamphont Is rsspQ;*0111ty of au Mftp doalQ w -ml bun dtilgdar. gnetng shown W for lateral suppon 01IM41rlds+1 web mamas'' onry.ladkrontl iemporsiy bredng lokuure Cta611ny during mnsuugdon Ir the isrpomroliiN of Na YreNof. w Adalbsrul p+rmeneni bra"IC of xis ovotcll sirwilts lithe guldens repirdlnp lebdeeusn ouaRry tonvol, sterane, dslNsN, sr1Cl on, spd bretinp, doniuk GOT -01 6uilhy 9und■rd, 090i t r as breaing 9paolpeahanl end HID.9i Handling instsilsilon and brseln0 nsooinmandsilon sysllablo from Truss Platelnittrmo,oadD'Onn(rioDtNe,aUdUon,Wla071e f1ilToklnrirtch•1pi hf:C -4 `d----46 E'� 831usnaw, NiIM---689!Zl zb0'Z 11' ON .rob rair _ _ ...._., .._.,_...,,�.,,...._� uair toss yPe -� Tit CARE059un er o, nm hlco e. ROOFTRUSS 4,2D1 SR1s Ato 1 ek ndusmbs, (optional). Loft➢,e 0 _ . —••_.• no. u . I Page . I 1.6.12 &13 11-104 ) ,17AC 13 Eta -2¢-9J! 1017 • &7 9 6813 4X6' h 6&19, 813 ti112. Scale =1:69.2: 3X4 ii 30 . 15X4 1\ 14 .5 18 1X 1 /I .r 6 4 7jl 3t, ' s 13 16' c12 a 4x6 = 1211 1,0 4x4 = 3x4 $X4 to 8.0.2 r 16,7a4 3X4 = 21,8-0 I}$2 T7-12 ,Plate Ottaota LOADING loaf) SPACING 2.0.0 CSI , DEFIL in (foc) 1/dal PLAT95 GRIP TCLL 10.0 PieteaIncrease '1.25. TC 0,54 venui -0.08 2-12 1.999 M1120 220/195 TCOL 10.0 bar Inartistic 1.25 BC 0.38 Vert(TQ •0:16 8.10 ?998 Rep 5trese Incr YES WB 0.15 Harz TU 0,02 8 n/e aCoL 7,0,. Code USCS71ANSISS (MgMx) 1st:1.0 LL In /dell - 240 Weight: '1141h SOT CHORD RI Id coiling directly a pli LUMBER BRACING TOP CHORD 2 X d OF.No.1-G TOP CHORD Sheathed or 5-8.14 cc pOd)ns. BOT CHORD 2 X 4 OF Nc.t•G p p p 0 0o bracing. WEBS 5.12OF X 4td-G, *Eivco b•10 2 X 4 DFNo,1•Q ed or 10.0, REACT10N5 (Ib/slzol 2-83d/0.3.8r8-834/04-t? FORCES TCP CHORD First12 32 )Case2 3-7058, 3 1 R 66 3 4e •fl31, d dw 8 1, 5d4� 838 f> 15-•83 ,1 4 , e, 6a5=�ed1, 6 7a•9a7,; 7.16:-96518.10--1068,8.9 -32 BOT CHORD 2-12-776, 11-12=521,10.11 521; 8-10775 WEBS 3.120.262,6-12-384,5.10-384,7-10.257 NOTES 1) This Truss has boon checked for vnbolenerd loading conditions. 2) This truss has been designed for a 10,0 pof bottom chord Ilya load nonconpunont with any other live loads pot Tahiti No. 1 B•8 USC•07, 31 A plata tadnp reduction of 20% has boon applied for the green lumber members. 4) This truss has boon designed Win ANSbTPI 1.1906 criteria 6) Th)s truss has bear) designed for a moving concentrated load of 250,01b live and 75.01b doad located at ell mid panels and at aII Panel Points along the Top Chord, nonconcunent With any other live loads, LOAD CAGE(G)' Standard ' v. pear 9919, E 1 A WARNING - Vo'r•(f•v tfes/qn prrrdrirrlerr. and REAL) NOTES 0147111SAPP RSVRRSES1bEBSR0RE USF. May 10,2002 Dealbuilding eomponea tolbe Installed and oaded v besec of deo p paremetere and propar la qN G tfort of g Y and Is � rporodoq of oornponenlIsfeApepelliVYofbw1dingdesigner-nottrussdesigner,Orating nownla lot lateralsupport ofIndividual was, members omy. Assldonal latiiporary bracing to Insure ambniry during eonetwocri is ine responsibility, of me eretlo4 1U Addidonai permanent braelnp of the overall structure Is dna rosponslbgby of tbrauuding dasignar. For general guilders -4 rogettling fabileauon, quality eonool, storage, delivery, atectlolt,.'and bracing, consult OST -se Qushly stand■rd, D09. 99 Orating 9petlficallon, and HIBAt Hindling'insialletloil .anit Bracing Racommendi diop available from Truss N11 I Ptais Inetltuta, $93 O'onofho PIIve, Madison, WI 63716 Mitek Indttsf:. 3s. InC. Z 'd 1`698'0N;---1 S3181801 N1.1IW----Wd89 Z 14 '01`heW . fuss fusspa-•.. -�Cob ARE0509 87 ROOF TRUSS 11 7 (itst9a23 » to Hanalt ongtellow um er Inc., iw';.'%;a 9. 4: 1' a Apr '1 I o Ind981110B IM Tnu May (39 1ait-'17 _ ... 2 age 1. -0.1.3 11-t0-0 tyti, t9 23.8-0 244-12 1 1.0.12 '11-1-3 :6.9.13 ,4x6 C a-5-13 8.1.3 1-0.12 Scale =1:69.2. , 30 30 Z� i 16 3X6 i 15 3X6 I 4 6 t 1 14 17 o0jt12 . 69 3x8 13 12 11 10 1,6x4 it 3x8 s '3x4 = 1 &19 1+ 17613 1:50 {I Y8A S eco Seto :. r t•. _ _.. LOADING ton SPACING 2.0.0 C61 DER In (loo); 1/doll PLATED 220 79� TCLL 180 Places increase 1.29 TC 0.49 fVart(LL) 0,04 8.10 +999 milgo BCpL 17,0 Codger Inareaue 1.25 Sc UBG97/ANS166 (Matrix) 35 1st LC LL Min Ude02-13 i 240 998 W SCLL 010 Rep Stress lnar YES WB 0.38 Ham= 0,01 8 n/o eight: 7 t $16 LUMBER BRACING TOP CHORD 2 X A OF No.1-0 TOP CHORD Sheathed or 8.0-0 oc pudlns. BOT CHORD 2 X 4 OF No.1-G BOT CHORD Mold ceiling directly applied or 10•D•O ac areal no. WEBS 2 X 4 OF Std -0 •Except• WEBS- 1 Row'ot midpt 6.12 , 5-1212 X 4 OF No.1 tO, 7.12 2 X 4 O No.1.0 REACTIONS'Ilb/size) ,2=3d8/0-3.8, 12-945/0.3.8, 8-375/0.3.8 Max Grov 2-4916oad case 9),12-M000d,case 1). 8a605(land case 13) FORCES Pb) , First Laa i Casa Only , 1 7.17n-234 817.328,8.932 -712;8.7-41,; TQPGHDRQ 7.2x32,2•j4-•26$,314--190,3480 b•15 13 5.16�220,b-18n201 BOT CHORD 2.13-169- 12.13+ 758, 71.12=183. 10.11=193. 8-10-193 WEBS 3.13=102, 3.12-•349, 15-12-434,742T-358,7-10-1108 NOTFS I 1) This truss has bean chocked for unbalanced loading conditions. 2) This truss hes been designed for a 10.0 fist bottom chord live load nonconcurrant with any other live load$per Table No. 18,8! , UBC -87, 3)A Plato rating reduction of 2016 has be, pliod for the Croon (umbermemWs, 4) This truss has boon designed with ANS11 1.1995 adrerle, 6) This truss bait boon designed for moving concentrated load of 250.01b live and 75.01b dead located at all mid panels end at qP any other five loads, all Periet antra along he Top Chard, nonconwrtent with f LOAD DASEIS) Standard ' R , z NO. 95114 l May 10,2002. AWARNINQ • Virijy design pdrarnerers and WD NATES ON 7.1115 ANn0RCVCRSC SIDC BEFORC USE � Y DeetgnV.Ild1.use onh/WithM110connaciors rtdedesignlabasedonlyuponpammelerpshown,and6loranind',dual l oullddng componento ea inittlied end IoagaO V�nkaOy, Apo lie Ability of dpNon parameters and proper incorporation of component ie responsibility of bugding aeslanor- not Inistosslonor, 9rsdng shown Is for lateral ouppon or ImaNldual t web members only, AdcUanal iamporay emoing to Msuro stability edrhlg consttupbit is ale foapoMlbgllY of the Haetor. ?W Addidonat permarienl loracing of tha overall avoetvre Is In# rosponsiollhy of Vi buUtllno 43910ne6 For donond guidance regaming fabrication, 4aatity central, stooge, delivety, amcilcn, and bracing• eansuh quo dually Standatd, ace. Nil Plate Braelnp BPecifiw0on, and HI931 Handling Ineuitallon and Boting Rseommandallon avalhbie from Truitt' 'Plate lnfllldte,003 b'ogofrlo afire. Madlosn w1 S3719 Wtalle Indirtfirhme Inc. S3181801 H11W-- NIJWZ1,--Z00Z OI FpW 0 ..=3L=-�-wx,xs.�.-. w��l''-`-"^.......�:..-^'ar•..,.*�„=,r.�r=re,rr.,�r;, _. .:, ...�. „w.. :.. .+-.•�orer�-e,...---.•... _ _ russ fruisivpe r ob Z R1616a2aAf1E0509 62 ROOP TRUSS o tion0il r Long euow um0ar B Apr e m ogr 4c, Int , , nu Ma 14:08: 5 20 o-ina.f c0, a. P Y ! age Z LOA-] CASE(5) ` Concentrated Loads Iib) Vent 13m-325.0 7) 3rd Sarinklar, Lood; Lumber InCree98=1.26, Plate Increesa=1,25 Unlform Loads (pit) Vert: 1-4-20.0.4-7-40.0, 2.10e•243.91 6.101:-14.0 Canasctrmed Loads (ib) Vorn 16a-325.0 8) 4th Sp lnklae Load: Lumbar Increase- 1.25, Plata Increase +1,26 Uniform Loads lelfl , iC-243,8 Vert:1.4ft-20;0,4.76.20;0,.• ,5•t0•r,a,p 1 Concentrated Loads (lb) ! Vert: 16=•325,0 9) Sib itprinkler Load: Lumber Increase..1.25, Plate Increase o 1.25 Uniform Loida (pit) Vs; � r;� 2.� 0, 47•,20.01 2-10-•2A3,9, 5.10,.•1 A.'� ! _ Concentrated Loads (lb) Vert: 2=•325.0 10) 6th Spri!)Ider Load! Lumber Incrosson ).2M, lista IncrasQs=1,25 Uniform Loads (PIQ Vert: 1-4•-20.0, 4.7-•20,0r 2.10•243,9.5•10a•14.0' Coneentreted Loads Ob) Vert 3=-376.0 1.0 7th Sprinkler Load: Lumber incroams61,26, Plate Increaaoe:1.25 Uniform Loads tDlf) Vert: 1.4=•10,0, a , 10.0, 2.10=•243.0, 6.104-14.0 , Concentrated Loads jib) . Van: 4.325.0 12) Sib Sprinklar Load:'Lhmbor increase -1.25, Piate Increase 61.25 i Uniform 1,040 1pin Vert: 14 —20.0, 4-7m-20.0, 2-10-•243.6i 6-10.14.0. 1 Concomratod Loads "(lb) Vcru 56.325,0 13) 9th Sprinkler Load; Lumbar Inc $1 P{atd incteebe=l 26 , I Unif Jrm: 1.0003 (pit) Vart: 1-4wi-20,0, 44-00,0, 2-10=-•243,8, 6+10is-14:0' Concentrated Loads (Ib) vert: 6a:320.0 {f 3 fY �{ ,"' pis I WARNiIJL" • tlwfi, dol�o porumeroi and MCAD N07'CS ON Yids AND kkvEA$F StDEB£FORP. USk bourn vRlld for U1/ 001016 whit oonit/etorm file d#IWAR basad eny_upon psrimefaro Mown, and.is icron ind'rAbu.l '0i building component to he lagsllad cad tasdodvlydary, A6t,at`blllty o) assign Dstemg0ta and proper Incorpdra ii eSmpbnenlie.rbppnslbhlryaibuholtnldiilOMr=twUnlsadaelpnet.5rselagehownWfOrisamteuppodoilm)ividgii ! ' ` 'web members Oniq AddliI n l Iamporari bracing 10 sours labnitY Wind ciinitNcden U the (190 11illity el the ereciot, Te Admlic0ai p,,imanent bmel6l; of the everili i iruciure Is dre iaepennbplty of me butidlpgd/Ndnit Poi penersl pbidenee rsgsrding fsbriMlor, MAIN cohlroi, etorpp/, dlgvt* ersedon, and btu_ lnp, wnsuk 0STR0 00 silly 6Underd, 098• ! : IIs- bpRlrlg illi/0lflostloa, Ind HIMI llohdling NOW49ts, &IJ 9n01ng ReoemmendRtlda I Ys hoel9 hole es `. N4Ts� Will iM0 PhtofrlllldleeedD'OnofrlaOdve 699 �� � R �—�e dieon.lV c"i O rp i a.,»_,�.,..«�n�iaw'rd+A�-Ns�twrr«,,�•e,R,ues��t4,?,wa'7?1'Xx`.. �f--r'."'C�b"°�"ttri,. a FC�AFIEOSOS russ ru`ssly`pa I tyImy C3 ROOF TRUSS3 1 fo tlona082204569jum er o., nc.; ea, a. , 4 4. $ pr Z FJRo n ustnesrInc.mon Wiav i �ii-d'334Zp32'�ago 1- 8 25 I 11.16 ) , 17 8-0 F 2y i•13 28•p•11 t 35.0 6.2.5 67.13 57.13 57-13 57.13 8.2.6' 180 4x4 scale =1:75:2 6.00 (i£' s x4. 18 /� 19 3 G 3xa -•3x4 4 6 3x$ O .:1,5x4 Q 17 II 2� L5z4 !/ p 2 3 i 8 16 11 1 9 i, • � 4X4 _ 15 14 13 12 11 44 30 = 3x4 = 30 30 = 3X8 1 9-5.1l 17.6.0 27.24 ) 9510 .8.6.16 D-8.4. 7-p•12 . LOADING.(psf) SPACING 2.0.0 CSI DEFL in floc) Well PLATE$ GRIP d 1'CLL 16.0'' Platte Increase 1.25 TC 0.58 Vart(41.1 .0,15 1.1B' >999 MII20 220/195 TCDL 1010 Lumber Increase 1.25 BC 0.45 VertITU •0.29: 1.15 >899 SCOL 7.0 Cod. USCS7/ANSI95 IMatrlx) let U 0.03 11 nfa 1st'L I L Min Udell 240 Weight: i841b BCLL O.D Flo Stress Iner . YES WB 0.45 LUMBER BRACING TOP CHORD 2 X d DF No -G TOP HORD Shaaihed or -11.9 to purlins - SOT 'CHORD 2 X'4 OF No.1•G , BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing, Except: WEBS 2 X'4 DF Std•G'Excapt' 5.0.0 oo bracing 9 :1, 4.13 2 X 4 OF No.1 •G„6.13 2 X 4 DF No.1,G WEB 1 RoW at midpt 4-13, 8.11 6.13 ,2 X 4 OF No.1 •a REACTIONS (Ib/eiao) 1-836iMechanical,11:1390/6.3.8, 9-150/0.3•$ Max Uplift � 3fload case 511oed case Mek Gray.11. 11 0390116a case 1), 8-386(load case 17 TOP CHORD 1 18Load 1472case 2only •1418; 2.3-•1230, 3.17-w1171. 4 17-•1188, 4.18 -875, 6.1.9-•810, 6.19-•60@� 8.19--875, 8.20=481, 7.20:+396, 7.8-341, B-21 -320, 9.21-241, 0, 0-34 BOTCHORD 1 16-1288,14.15-905,13-14-905; 12.13=310, 11.12-310. 9.11-• 14 W995 2.16 -•304,4.15-339,4.13-•522.6-13-248,8.13-344,E-11-•1189 &11-•298 1) This truss has been checked for unbalanced loading 6anditlone:, NDTE3 i 21 This truss hos been designed for o 0.0 psf bottom chord Iiva load nonconcurrarn Witha y other live load$ Por Tabie No. 1®•B ,UBC -97, 3) A plate rating reduction of 20% has been applied tot, the green lumber members, 4) Rater to glydet(s) for truss to truss connamlons, 6) This truss has been designed with ANSWPI 1.1995 criteda. 6) snipers) gelatbazin e along Top Chord nonrmoncurre t with an of 250.011 tlive dand 7B.Cib eid locnied at "all mid panels and in r 9 , V LOAD CA6E18) :Standard +' aE 44�� W r t1 ti .1 ,�, WAkN1NU = t/rNJy ddsfgri finrpryfdlert cihd HEAD 90795 oN 771'15 AND HE WSib# 9EkOR£'f?SE 1vtBy 13,2!)0?. Oillin Old i6f bit orAy Win MITilticanneiars. *i doillio Is based 6rilir Oilvii pirstrifiat iihiiii%Oo rind IS far in dhlduU bvildipo compchO 16 be )ensiled and Wiled Yei9cslly, Apphciepily 61 duipn parsmstare and player incOlia uon of eomponenlle laapontlbllpy el building dsdpna-abi (tors deilynst Bndnp )hewn p Idr Izianl wppan fin vides) wstinjembirr arty, Addlllond Ismpoisry bmdnp td imuro elsblllfy dwlnp tonalruclkn is the paponelWpty of ih erseior. +i Addiiional pelmsnanibrscinp 61 the overall strudturn is IN raponslbaliy of Ina b0dinp d'estpnil. Par penslel uideneo tepdidlnp Isbrleelloh, gba9ty eoNroL atorlgA, delivery, hsefien,'snd ara<Inp, tonoult gD'hee Oudlly alsndar , 088• �� 89 Orsolno 8peeillodlon, and HIO -91 Handling inAllielton end Bracing Rebommendellon Ayalloble from russ pial. in1111bte, tit o* lrlo bilvs Madieoni WI Wit f t1✓)iTP�[ �RdU9k�eS �nE, �iCL 'd to�goN SaN1hIW--i4Otl� �zbOz `vl`��Vi •, ,. ,..«I-n�,..a,4.+�.».,.«�-•...aiw,:.:vva,:r:..y«r=u+L.++.w;'."tCfk".L,V� 3H'Sa.:"..�er�:a6++'1m�'+4°MWviy+K+��M ��...mr:, � Vii';. 1 �` o ruesI russ Type ty y T 82204687 ,am1,8001 CARE0609 C1 ROOF TRUSS 7 1 " 1�Iomicnal) '. E'L )f "��• r.nr�B. a oW um. er o., nc;, co, ar 4 4. "$ s pr t o n. ustnas nc, crt . Py 1. ago 6. 11.8.4T2.5�f 11.11h1 ) 17.9.0 23.1-13_ 2a-9.1� 1 35-0A8�Q _ 1.8.0. G•25 - 6.7.13 917.13 8.7.13 6.7.19 04 = Scale 1;76.6 J 3x4 19 20 3x4. ` l 4x4 5 7 3x6 ! 1,5x4 .,418 , 26 1 3 9 a 17 / 2.' 10 2 1 d1 o 4x4 16 15 14 '13 1$ 4x4 - y a — — — 3x4 3x4 — 3x4 — 3x4 3x8 = -.. DS•1 17.80 27-2d.. 35'^ 0.0 _�. e. �. g.5.1 9 0 fi 9d 4 7.9-12 LOADING 00) "ACINO 2.0.0 CSi OEFL in (too) Well PLATES GRIP' TCLL 16.0` Plates Increase 1.25 TC 0.67 Vert(LL) -0116 2.16 >999 M1120 2201196 TCDL- 10.0 Lumber Increase 1.25 SC 0.44 Vert(TIJ -0.28 2.16 >999 t BCLL '0.0 BCD4 7.0 Rep Stress Incr YES Code USC97/AN5185 WS 0.45 (Metrix) Horz(TU 0;03 12 rata Ist LC LL Min Well . 240 Weight, 100 Its NN l LUMBER BRACING TOP CHORD 2X 4 DF No.1-G TOP CHORD Sheathed or 5.0.0 cc purlins BOT CHORD 2'X 4 DF H0,1.0 EDT CHORD Rigid ceiling directly upplled or 10.0.0 oc bracing, Except: WEBS 2 X 4 OF Std-(3 *Except* 6.0.0 cc hrocine: 10.12. 5-14 2 X 4 OF No.1-G, 8.14 2 X 4 OF No.1-0` WEBS 1 Raw atmldpt- 6'.1417-12 7.14 2 X 4O No;t-0 s REACTIONS hb/size) 2-92610.3.8, 12-138510.3.8, 10-152/0.3.8 Mex Uplift 10-.2(toad case 3) 1 Max Grev 2-925(lood case 1), 12-1385(load case 1). 10-387(lord cosh 17) FORCES llb) - First Load Case Only TOP CHORD 112-34, 2-17-.1470. 3-17--1399, 3.41.1225, 4-10--1150, 5.18-s•1165, 6-19--674, 8.19.•806„ j 6-20.•608, 7-20--673, 7.21-457, B•21-391, B-9-337, 9-22-316, 10•.2-237, 10.11-34 BOT CHORD !2-18=1260, 15.160899, 14-IS-899,13-14-310, 12-13,-310,10.12-.210 WEBS 3.16.284, 6.16-356; 5.14-•615, 6.14=245, 7-14-34117.12-•1183, 9.12-•290 NOTES 1) This truss hist boor, chocked for unbalanced loading conditions. 21 This truss has bee 1 designed fore 10 0 pat bottom chord live load nonconcurrent With any other live loadb per Table No, 16.8 , UBC-97, 31A plate rating reduction of 20% haa:boen applied for the green lumber members. 4) This truss has been designed with ANSUTPI 1.1995 criteria, 5) This truss hos been dosigned for a moving concentrated load of 250.011 live and 76;O1b dead located at all mid pall"els and at ell panel points along the Top Chord, nonconrurrent with any other Ih's-foods. LOAD CASE(Sl Standard 41 , syy � tr .F �ep�G G NO. *, eP q,991,9 E 1x� J .'WV4 _ CA114 May 13,2002 1VARNlNC, - Verily drvi n rnrpnicrer4 and BEAU NOTES ON THIS AND REVERSE SIDE BEFORE USE ®s i DeOgn valid to use aNy e11h i11Tak connectora,Tbta designee based eniy upon parameters Shown, and Is for an Individual bulding component to be Installed srd loaiad yatbeally. Applicab1114, of design pwameren and proper Incorporation of component 1, responsibility of building designer -nor truss designer. Bracing showy is lor lateral auppon of individual web membs.a onlyAdditlonaf temporary bracing to Insure stability during construction Is th6 responsibtliry of the *factor:._ w� ni Additional permanent wooing of the overpll structure ie the responsibility of the building deelgnet. For general guidance rm r regarding labdceilort, Q"Illy control, storage, delivery, erection, and btaeing, eo7auli OBT-88 Duality Standard, D90- 09 Bracing Specification, and HIS-91 Handling Installation and Bracing Recommendation available from Trues . Inelhute. $53 D'Onoldis Drive. Madison, WI 53719 ` Miran Inchiciripto'Irle, Plate ZI/9 ON - S3181SHN1 N31111 NVO:6 4002 TAM :c.Kew.++•+.r•••+•,..i.v .+. ..KK�!X.+bvW •..a,vr.,.. w.+oTeR.Rl_er.'••wr•.11rt".•:1..^:Ae7!t±x24*,uY.+.v-.R.erw.+..w+'aFM.w .-i-Fvru�—a.'.+_r.—•-. ..+..., r ;, ,,....1 -.n�• "' .. 1Ttv�"1•Pt-- ''.1 ;t wngteilow.1.umer o. inc,, t cor e, - T34" - 1,4..201 5ftli 5 Apf F Z MIT- < ndustt ea, no. on Me i3ii 4 : apo f - rs•2.5 it -143 17-6.0 y 23.1'•13 _.78.9.11 354.0 1 8 0 6.2.5 5 7.13, :•7.73 67.13 T- 6.7.13 6-7-6 16-0 40 = Scale =1;764 6.00J-178 - 3x4 20 21 30: i S 7 axe 1.5x4 x\418 2 30fn . ;4 18 �\ / 23 I �1 2 101 ,1 04 c 17 16 15 14 13 12 3x6 3x4 30 3X4 n 1,5x4 II '3x8 - 3x4 = t6.1.1 17.6-0 23.2.4 2&9.11 35-0-0 r I t e•2s B•1.1 04-15G�ti.4. 5-i•7 i tat _sets , 10DiNG (per) SPACING 29.0 CSI DEFL in (lo¢) Ildefl PLATES GRIP TC, LL 18.0 Plates Increase 1.25 TC 0,54 Vert(LL) 0,13 15.17 >999 M1120 2201195 'Ii .% 10.0 Lumberinuvase 1:25 SC 0,44 VBrtlThl -0,2316.17 >999 t PCLL 0.0 Rep Stressincr YES WB 0.70 Horz(TL) 0.02 10 n!a BC.St 7,0 Code UBC97/ANSI86 IMetrlx) lot LC LL Min Ildell - 240 Weight: 172 Ib LUMBER BRACiNG TOP CHORD 2 X 4 OFNo.1•G TOP CHORD Sheathed or 6.7.1 oc purlins. BOT CHORD 2 X 4 OF Nml-G BOT CHORD Rigid coiling directly, applied or 6.0.0 oc bracing, WEBS 2 X 4 OF Std -G •Except• WEBS i Row;at rnicipt 5-151;8.15 5.15 2 X 4 DF No.1-G 6.15 2-X 4 OF No,1•G t 7.152 IX4OFNn.1.0 REACTIONS Tblsize) 2-75110-3-8,14-142310-3.8,10-28b/C,3-8 0. 458(loadrcase 17) % FORCES (lb)- first Load Case Onlyi a 6.19-•876, 6.20.••298, 6.2 1 1 ? - TOP CHORD Md"=34, 2.18b1.1114, 3 18)-'104'43.4---94494.19- 0--223, 6.21-•223, 7-211--289,7-22-,449,8-22-,1,63, 8-9-331,9-23 b 1023--127,10.11-3M1 !BOT CHORD 247-931,16-17-550, 15,16i-1550, 14-15--345,13- --53,12-13.63, 10.1253 ' { WEBS 3.17-%274, 5 77 437 b-15--509, 8.15"•98, 7.15-? 1 7.14,.-1135, 944--455, 9-12-100 NOTES 1) This truss has been chocked for unbalanced loading conditions. 21 Thls truss has been desigr . for a 100 pill bottom chord)We e load nonconcurrent with any other live loads Per Teblo!No. 1 B -B 9 , UBC -97, A plata rating rodum ir-, bf 20% has been epppeed for the liven lumber members. 4) Thra truoAss been ossigned with ANSi/TP 1-1996 criteria, 51 This truss has been designed for a moving cont'�•rntrated toad of 250.Olb live and 75.Oib doedlocatud at all mid panels and at all panel points along:the?op Chord, nonconcurrtsnt e.Ith any other live toads. LOAD CARE{51 Standard *:3r QyOON QA� NO. 9919 jL l:Xf' 94-04 tix 2 In CAt�EQ otr Y A WARNING • Yrr(; y dFslgn pnrrimrjvfi `drrul RF•AD NOTES ON TRIS iU AND REVERSE SE BEFORE VSE May 13,:002 " Dedpnvalldfaruse billy rrlth;MrTakcorneotori jbisdesignIsbasedonlyoponparametepahwe,andlaloranIndNldual -building eomponenl to be mrtuted «;', loaded Voreully. ADPIkWtlly of design parameters ant Weller :tnewponilon dl -component is rosponsib"Ira 0� 5119 designer- not Cruet deslenor. Dtecb'g abawn Is W, lateral support of Icdviduel, - wap members only. Addilloit'd, -fobruy bracing to fmvre stability d 11np 0,181ruclion Is the rdeponciblllty of the aractor, r -Additional permanont bracing of Ilia overact alruelure it the responaib9ily otihe building deslgt ot. For general guidance regarding fabnoalio.t. quality control, storage delivery, e(ea8o;,, and hraaing{ eonsull DST -Be 0ordiit, Standard, D88- BB Bracing Speeilloation, and HID -91 Handling Installation and Oreetpg At commendetlob Available nom Truss Plate ine6tute, 883 D'Onolriu olive. Madison. WI 53719' Mi rA Indliff ri"' IqC, zvs °a—EoaE�0S3161sol Xa11N NVW Zoon IWA4 j%6ss, - us04 lY Yo R2204568 CARE0509 C2 ROOF YRUSS 8 l =,w ;t wngteilow.1.umer o. inc,, t cor e, - T34" - 1,4..201 5ftli 5 Apf F Z MIT- < ndustt ea, no. on Me i3ii 4 : apo f - rs•2.5 it -143 17-6.0 y 23.1'•13 _.78.9.11 354.0 1 8 0 6.2.5 5 7.13, :•7.73 67.13 T- 6.7.13 6-7-6 16-0 40 = Scale =1;764 6.00J-178 - 3x4 20 21 30: i S 7 axe 1.5x4 x\418 2 30fn . ;4 18 �\ / 23 I �1 2 101 ,1 04 c 17 16 15 14 13 12 3x6 3x4 30 3X4 n 1,5x4 II '3x8 - 3x4 = t6.1.1 17.6-0 23.2.4 2&9.11 35-0-0 r I t e•2s B•1.1 04-15G�ti.4. 5-i•7 i tat _sets , 10DiNG (per) SPACING 29.0 CSI DEFL in (lo¢) Ildefl PLATES GRIP TC, LL 18.0 Plates Increase 1.25 TC 0,54 Vert(LL) 0,13 15.17 >999 M1120 2201195 'Ii .% 10.0 Lumberinuvase 1:25 SC 0,44 VBrtlThl -0,2316.17 >999 t PCLL 0.0 Rep Stressincr YES WB 0.70 Horz(TL) 0.02 10 n!a BC.St 7,0 Code UBC97/ANSI86 IMetrlx) lot LC LL Min Ildell - 240 Weight: 172 Ib LUMBER BRACiNG TOP CHORD 2 X 4 OFNo.1•G TOP CHORD Sheathed or 6.7.1 oc purlins. BOT CHORD 2 X 4 OF Nml-G BOT CHORD Rigid coiling directly, applied or 6.0.0 oc bracing, WEBS 2 X 4 OF Std -G •Except• WEBS i Row;at rnicipt 5-151;8.15 5.15 2 X 4 DF No.1-G 6.15 2-X 4 OF No,1•G t 7.152 IX4OFNn.1.0 REACTIONS Tblsize) 2-75110-3-8,14-142310-3.8,10-28b/C,3-8 0. 458(loadrcase 17) % FORCES (lb)- first Load Case Onlyi a 6.19-•876, 6.20.••298, 6.2 1 1 ? - TOP CHORD Md"=34, 2.18b1.1114, 3 18)-'104'43.4---94494.19- 0--223, 6.21-•223, 7-211--289,7-22-,449,8-22-,1,63, 8-9-331,9-23 b 1023--127,10.11-3M1 !BOT CHORD 247-931,16-17-550, 15,16i-1550, 14-15--345,13- --53,12-13.63, 10.1253 ' { WEBS 3.17-%274, 5 77 437 b-15--509, 8.15"•98, 7.15-? 1 7.14,.-1135, 944--455, 9-12-100 NOTES 1) This truss has been chocked for unbalanced loading conditions. 21 Thls truss has been desigr . for a 100 pill bottom chord)We e load nonconcurrent with any other live loads Per Teblo!No. 1 B -B 9 , UBC -97, A plata rating rodum ir-, bf 20% has been epppeed for the liven lumber members. 4) Thra truoAss been ossigned with ANSi/TP 1-1996 criteria, 51 This truss has been designed for a moving cont'�•rntrated toad of 250.Olb live and 75.Oib doedlocatud at all mid panels and at all panel points along:the?op Chord, nonconcurrtsnt e.Ith any other live toads. LOAD CARE{51 Standard *:3r QyOON QA� NO. 9919 jL l:Xf' 94-04 tix 2 In CAt�EQ otr Y A WARNING • Yrr(; y dFslgn pnrrimrjvfi `drrul RF•AD NOTES ON TRIS iU AND REVERSE SE BEFORE VSE May 13,:002 " Dedpnvalldfaruse billy rrlth;MrTakcorneotori jbisdesignIsbasedonlyoponparametepahwe,andlaloranIndNldual -building eomponenl to be mrtuted «;', loaded Voreully. ADPIkWtlly of design parameters ant Weller :tnewponilon dl -component is rosponsib"Ira 0� 5119 designer- not Cruet deslenor. Dtecb'g abawn Is W, lateral support of Icdviduel, - wap members only. Addilloit'd, -fobruy bracing to fmvre stability d 11np 0,181ruclion Is the rdeponciblllty of the aractor, r -Additional permanont bracing of Ilia overact alruelure it the responaib9ily otihe building deslgt ot. For general guidance regarding fabnoalio.t. quality control, storage delivery, e(ea8o;,, and hraaing{ eonsull DST -Be 0ordiit, Standard, D88- BB Bracing Speeilloation, and HID -91 Handling Installation and Oreetpg At commendetlob Available nom Truss Plate ine6tute, 883 D'Onolriu olive. Madison. WI 53719' Mi rA Indliff ri"' IqC, zvs °a—EoaE�0S3161sol Xa11N NVW Zoon IWA4 R2204570 ruts russ YPo _- cy Y [COAM0509 ROOFTRUSS' 1 elohtlustn —Lumber oneaw 0 o, c rco a, ,.n ,, , .. TlOT—S 1 $ Pr Industries, nc, on may 11: :, age - 0.2.5... 11.10.3 17.60 23.1.13 28-g•11 35-0-0 60•q —h — 31713 X2.5 ,5.7.13 5.7-13 3•Y-13 11438:25 04 = 'Scale=1,.75,2 643 j' 2 _ 5 3x4 i 19 20 30 ..•3x4 4 63x6 3x6. 16 1 2j 1.594 2 3 17 22 1 9 1 I— 4X6, 16 15 14 13 12 11 04 — 1.5x4i 3x4 c 3X4,'_ 3X4'= 3X4,,, 3X6 = 2.7.12 IM03 .77.0-0 27-2•4 36-0-0 - - 2 7.12, 0.2.7 13 0.8-4 7.9.12 •_. -. :, . . —.r.: ate bel6. •..-,. LOADING Ipsf) SPACING 2.0.0 CSI DEFL In (loc) Wall PLATES GRIP . TCLL 1610 Plates Incieose 1,25 TC 0.80 VartlLLl X0.14 11-13 >999 MII20 2201196 TCDL 10.0 Lumber Increase 1.25 BC 0.53 WB 0.89 VortlTU -0.25 11.13 >1999 Horz(TL) 0,02 11 Na BCLL 0.0 BOOL 7.0 Reo Stress inti YES Code 1.1807/ANS195iMatrlx) 1 at LC LL Min Well - 240 Welght: 172 Ito LUM9tri ORACINQ . TOP CHOHD 2 X 4 DF No,1.3 TOP CHORD Shoothad'or 8.0.0 oo purlins. BOT CHORD 2 X 4 DF NoJ-G BOT CHORD RlVd coiling directly applied or 6.0.0 oc bracing. 4.13 ' WEBS 2 X 4 DF Std -G 'Except- WEBS 1 ROW at dpt 4.132X4DFNo.1.0,6.13214>OFN0.1•0,, 0-13 2 X 4' OF No1:G „ REACTIONS (lb/size) 1-68/Mechanit:el, 18-877A3.8, 11.1208/0.3.8, 9-23410,fd.8 Max uplift •46(load case 211 Max Gray 1 a3279opd cess 11), 1eF8i711oad case 11, 11 r12086oadease ti, 9d429iload aa90 17) FORCES Obi • First Load Case Only TOP CHORD 1-17 -•74, 2.17 i-70, 2.3-•926, 3+18-•831, 4-i a —859, 4-18o-•634, 6.19°•588, 5.20.668, 6.20x•834. 8 21-280, 7 21-214,7 8-lel, 9 22-139, 9 22-60, 9 10-34 SOT CHORD '1 18-2, 16.16-803, 14 15-788, 13.14-78% 12.13-350, 11-12.350, 9.11 ---54 WEBS 2.16°•1040, 2-16-•39, 445-116, 4.13-.377, 5.13-210, 0.13-232, 6.11-•971, 8.11-e294 NOTES 1) This truss hes boon chocked far Unbalanced loading conditions • , ive load nonconcurront'wit)) any other Ilve loads itarTebla No 18.8 2) This truss has been designed for h 10,0 pat bottom chord live- I UBC 97. UBC-97. 3)A plots rating reduction of 2016 has been applied for the Prean lumber membeis. 4) Rotor to 01 aria) for truss to trd0s conneulons. 5) This ha9 been designed wftl. ANS)rTPI 1.1995 criteria. truss 6) Thls trusshas boon designed for a moving concomrated lood of 250,01b live and Moll; doW located at all mid panels and at hit poual pointe along the Top Chord, nonsancurrent with any other live loads. i LOAC CASE16) Standard s i$1QQNG V, NO, 0019 r� `�� .. �, AXP •90.04 May, 13,'2002 t4dRNtNC • Vc rU,+ ddal�n priYainarcrs dnr/ READ NnTSS ON TNfS AND k1 VCXSe Stttt ljudkE USE bislgnvOdldreaiixoWith MITal{tonnowori,TNade4lgnbbitidonlYuponparemeloriahmrn,ifilNlot eolnravldud ' building compppenl la bs Inetiilod and loaded vadleally. Aifpllcabltity of dellgq paremstolp end propitlri- radon of tkobbdb llty of bUllding dulgnat= pot two diitgnin 98cifto shown Is for 141081 support of lndhAdud' coinponenlls Wpb members a*, Additlonei Iimporary bracing lolnsere stability dudrig eonsltddlon le Ute reepondbhlly of 04 arecfor; w0 Addillonai permsnan>, b8dnp pl ihs aVeroa si�udwe Is lha jaaponalbillly al the bbllduig 8idgrel. For generd guldanot 86 4uellly slendard aBNaolfhtl glleomm lon.land NI01•ai Intltlisllaln Nnd 88relo ndhlon avalloblslrom ltacp 90 B ilalnf t �na1 ng Plde inelllula, 894 b'Onofrlo Drive, stadlmh. WI e8710 MiTek industriesiJnc, Z1Ig `d ---608f °oN MOON! �31*-W�VP I -ZOOZ 't I �..1., t� N,a.Iw.'�_' ,.'".t2'F;`w"+�'�^`"'h�._W":+"�,.,%i�:ie"d'4`t?�:iAM✓`S'�e�•'r'.'e�l�.M ..dlr':itt� ;rt�lui::Sk,3ikY.•8'e, r'::,t;t�' 1."s+'«.:yi+,+*�,o-1+,rM+:+r+Pt1"'i$ck,�.o"..,v.•... r« -o. �,.,- . ab cuss ' ruse .Ypo I ty Y 82204571 CAREO'409 C5 ROOF TRUSS 7 1 to don31) e .. ... .n ustnes,nc on eY 3 ;; ape oipe ow urp a pr I�.' i 1„ 6.2.5 1i•ig-3 17-0A :. I23.1.1_,20•g-11 -1 3".0�6�8•(1 6.2-5' '5.7.13 -17.13 6.7.13, :5.7.13 &2.5 1-6A 041-I Scale =1:75,7 f 6.00 rTz- 5 3x4 G 19 20 3x4 4 f 6 40 z, •-9x4 I �� 1.50 NN 18 2f SL 1R 2 3C. ` 173X6 = 16 15 14 13 12 11 3x4 = 3h4 3X6' = I 3x4 3X4 c 2x4 I 31.81 -I 354)-0 , gA.7 17 -BA � 1231 13 1 l._ g•2•g 6.7.13 64.7 3.5.12 doll TCOL 10.0 LumberIncreasa 1,25 BC 0.53 Hent LI 0.0514-1© X998 MII20 220/185 LOADING ( sR SPACING 20.0 W8 0.52 DEFL in !loci 1199 PLATS GRIP gOL1. D•0 Rep Stresslnct YES BGDL 7,0 Cade UBC97/ANSI95 "(Matrix) 1st L LL Min IldeR - 240 W. -ht, 171 ib LUMBER em NO TOP CHORD 2 X 4 OF No,1 •G TOP HORD . Sheathed; or 46• t3 be purlins, 807 CHORD 2 X 4 OF Nol43 BOT HORD Rigid tailing dlreotlp- aopliod or 10.0.0 oc btv Ing, Excepts WEBS 2 X 4 OF St8.0 •Rxcept' ' 6.0.0 oc btacings 011. 4.14 2 X 4'OF No.1 •G, 6.14 2 X 4 OF No.1•G WEB 1 Row at :midpt 4-14t 13.14 6.142X4OFNo.1•0 REACTIONS (ib/iizel J.TOi810.3-0;11-1380/0.3.8 FORC S iib) Pits' ped Casa Only TOPvHORD 1-1'1=+1898,2.17m•1827r2.3�•1718, 3.18. 21@ 8.22618 8. 219 45910=33 96+`,5.2p�-10081 040-110754 6.21=•1149, 7.21 •1152, 7.8 m BOTCHORD 1.16r1e30i 16-16-1254, 14.16«1254, 13.1401028, 12.13•.704: 11. 2704,'3.11.•307 WEBS, 2-16"-2730 4.18-427( d•14� 4.1 508, 5.14m602, 6.180, 6.13-•911 •13-370, 8.11--1036 : NOTES 11 This truss has boon checked for Unbalanced loading conditions. 2 This trUsc has boon designed for a 1 O.O psf bottom chord live load rionconcurrent with a y other live loads per Table No. 16•B UBC•07 , 3) ;A p1.". "In, roddction of 2096 lies peon applied for the green lumber members. 4) This truss hes been designed with ANSVTPI 1.1995 cdterla, - 51 This ttuso has beer, designed fora moving conoentrated load of 250.01b Ave and 75.016 tlod �ooeted o1. all tgld panels and at alI ilanet points along the Top Chord, nonconcUtrint With any other ivs loads, LOAD CASE(3) Standard ap¢6 N i, �p rdMricrr and READ NOTE5 ON May 13,2002, A JOARNWO VdriJY design jto 7I�ISi1Np REV rTSEd'/G6 BBfQRE tIS DaeisrlWjIdtdiusio*WAsfiMi7okeonnoaas.thlsdeiipnllbated OnlyGponpiramolasshown,and iilotanl dldddei c6mponenl Is tloiponnbluty or bufld og de dphit- nor i�ue Jedgnot, afe0np shown Is lonind ptW00 11 orpot dao l ` t lafersl aunoolt nt Ind vldJaf web memb0fi Oni�• Addmanil lempOraty btading to Ini-64 et+blilly dviing coOeW616n it the rtlPtOntlbp,ly nl lh IleciOfi - Addtllobil peimenanl br+ninc dl the oVenll ilrvclbn is ihdtoeponetbllllypl she buildinjdeslp /r. For t enerAl aldane r - Bg Diael to flPacllleelloni And Hlp•if1 N.lndiing Inaldlotion and BfAOing RoeOmrtlondsh0n available blander ,DSD• title In1(Iluie, sAA D`Onejd gb, deilWaiy, eioplibn, and b10Cigg• taneull Dti'•AY OJA two+!ding lebdoilluk oudhy ponl'oi, ilon o .. Agabli hon rues r1ii1To4lreriutbida (qC, 0000 Montana,Wl53714 1 �) oo ruas - russ ypo I [y IY �_-- Y R2204572 1 'CAR'c0509 C6 ROOF TRUSS 3 1 (opilonall spa long a tow um 8-rCo,, inc, co, o. - o APf , e n us[nes, nc, on a ..6.2.5 I 11 -tai 17.6.0. 23.1.13 28.9.11 35-0-0:. •6.6 j 67;13 67.18 6713 5713 025 -1-6-0- C-2-5 L 186Scale z 1:76.61 l dx6 6,00 (''C2' 6 I 4x4 3X4 21 394 �(F . 5 7 40 •, i tj 1:5x4 \\419 2� 1,5x4 1/ Tt 3 I t3 13 23 4x4 - 17 16 15 I 14 13 12 4X4 _ 4 = 3x4 = 3x4 3x4 3x4 -- 3x4 -3X . 7-2.0 13.10.4 20.841 ...+• 27.7.1 _ -}--- 3 1 7 y.6 8-7-14 818-7 8.10.7 7.4.15 ata anu LOAOING (psi) SPACING 2 0 0 CSI DEFL I' In (loci ildeil PLA755 GRIP TCLL 18.0 Plates Increase 1.25 iC 0.63 VertILL) 0.08 1012 >09D MII20 2201196 TCDL 10.0 Lumbar Inn; ps 1.25 8C D,36 Vert( L) •0.13 10.12 >999 BGLL 0.0 Stray,;041 YES WB .;0.56 Hors( L1 0.01 10, n/8- BCDL 7•0 Code Udt54i: 65195 (Matrix) tat L tL Min ltdell a 240 Woightt 178 Ib NG LUMBER:6 HORr3 RlgRidtcnildinp directly applied or TOP CHORD Sile TOP CHORD 2 X 40F No,t•tl: 6.0.0 be bracing, SOT CHO,ID 2 X 4;DF No 1 •G WEBS ' 2 X 4 DF 3td•G 'Excepts ow at mld t 8.18 5.17 2.X 4 DFo,1•G, 6-16 2 X 4 OF N0.1-0 6.142X4OF�o+1•G,7.)22X4OFNo.1•G REACTIONS (iblalaet 2~324/0 3.6,16�149910.3•e,13639y0.3•B Max Grav 2-478(load ease 11), 16«1499(lood case 1!, 10e680(loedre30 1 FORCES' (lb) • First Load Case Only TOP CHORD 1.2~34 218 191 3 18-i=120 3.4-i•90, 4 19=;2J, 5.19=43, 6.20. 81 6.20547, 6.21--176, 7.21-•242, 7 -22i -.682i S-22- 684, 8.9.w 761 9.23-•800, 10.23-•87 , 10.11-34', BOT CHORD 2.17++112 10.17A 279, 15.18 34, 14.15 34, 13 14-336, 12.133 5, 10.12-716 WEBS' 3.176.288, G•17`485; 64180 473, 8.16a-1035; 5.14m688, 7.14 48 ;7.134611 9.12-272 NOTES 1 f this truss has boon checked for Unbalanced feeding conditions, 2) This 3tuss nes been designed lot a 10,0 pstiybottom chord live load noncencurrent With e y other siva looda par Table No, &B ing reduction of 20% has been Oilsd for the green lumber members. f 5 ThJ� truss thas been designed or a ANSI/TP ovi gPconcentrated95 dload of 260,01 live and 76;oib eed iduaied oft ;nid ;1§pets and at, ! allpe;rel polnts along thn Top Chord, nonconcurront With any other ` LOAD CASES! Standard .nA ►� i � £��H � QAt;1fE�,,�, fes. 9919 ^, at r CA�1Fda�F A `WA oNo;'Vertju dastga iwrliioters o"d I AV Ni)T& IJ/1 MISAND RGV S6 tg 119FOi kWE May 13,.2002 bulldn<tionpanentlnE4lnaielledandloadadve kell Appllab.r, AinibbldedpnpatemaletiAdiiiaporWarporMonof Da►Iri'ti,W laruab oalwAle ldttoksebnecton.Thii deelgnGbaaw;�'G%ti: h iten ahowa4andle)6uni Mon of p Wopodemdb lldmooehnmsin)bfpato rnmonaalp0yoa, nnAlidlbdbrlpadloeylnnaopl) oubfumtlhlpdeianoDavrydeirbailnllpednben�rp -.tWupnIq ntU eWurtahueadro0a_6 6p1 h9 oynnoA►ildb, dgOnlrlpyaocotenf np sshown i4bUethsnuptDplooAoolIm . valdreddii Iha belidlnpdisign. Forg-snifil aldenO n to roferdinq labrleallon tfUnliy Control, torsge, delivetK etaell6n, od bracing, consuh 9aT•ee OuYlit¢ Siandat , 0694 as 9ratlnp 6paaflfca116n1 and HIA•pi 146dlinp IOW11111011 and, orselnp (iaaemmendalion available from ruse l olsia inetltdle, yes 0'0061110 brlvai Madison, %I C48D Co$o' hAfTa�r inrltit+riAt. ItIC, - �d--r�N --s�i �s�a�� NKIN-WH 46N Itp y Lr71•:+ air' x�nrh«:.•r8-••1g1n+;5:;;kut'tit""�*M1+�r�tiYPC2�'rtt^,.-:�.n��--hs.�.•r:+,n+ - - - �M•.�..»�;.r•W:.�wrrvw. e,.-�-�---„-....�„ p' Noto; eoham char%! A wab tnefpi}aNeniporeiti bracing ntoo roglilred'a idiot to t tame 4 a a.,TOPCHORDC TOPCHORD 6IAGONALBRACE PITCHED TRUSS TOS CHDRD Tl MPORARV BRAGINQ -` •1 d P.41 ` - .I „ , LAiERAI-BRACE SPACING(OBJ -'j F .. .r TQPCHORD � Xtr ,.' t s: I, TOP CHORD DIAGONALBRACE- ` T 4oramatar Over 28' • 42' f41tNIMUM IA BRACE' SPACiNG(DB� Over42'=60' 3.0 e v S_.11 3 . SPAtd PITCH ' ,' ' SP(LeS •: Stnwsaes Lalerel BraC- tru :.> F Roguired' 4112 101100 aier Over 32'-4B' 4112 3 = r Over48'-601': 4112 5 6 4 Over60' sea a registered professional engineer Note: Bottom chord i All member to nOOrmY ")no also raquirod • rotor to Frame 4. - - DF* Douglaa flr•6et4ti SP Sovlhem Pine .. HF amFir SPF • Sp{va•PigrVr ,, 4 Aiilateralbraces continuodpTopChord t � 'Iapped;At least 2 ,;> j-aleralBrace I' y Required 0011', y ti� WiorGreato� r rJ , , .@et ej' ler 'G j a v,' �ry t�W G hat brechig, Diagonal bracing should ba nollod Ira t .,^+y�qg° c `e Atta hmt n - = - {- idthoUndereldoolthotopchoidwtienpuriinsnra nito6w to tho lopsido of tho top chow. i y'� Required i Pra'mie3 1 +, c „'`*l Tap cFlorda tltetw collapse, em laterally brood an lwcklo (opelberand auMllgre is no diagonal D129041111 bracing etauW be ndled to the ' bnK** udsrof tho top chord when purlins ore at slde • too W to the toodo of the top chord. S�"15S'JFI .,TRUSS.Tf3RCHC}f{DTcMPORARY [3RAGiNG p' Noto; eoham char%! A wab tnefpi}aNeniporeiti bracing ntoo roglilred'a idiot to t tame 4 MINIMUM: a.,TOPCHORDC TOPCHORD 6IAGONALBRACE DFgeouglea'Fhaarejn SPmSopfhoritPlhe- PITCH „ , LAiERAI-BRACE SPACING(OBJ -'j SPAN DItcF NCE SPACING(LBaj ; Xtr ,.' t s: I, SPJDP .SPF/HP U to28',,. 2.5; T 1 12: Over 28' • 42' 3A 6' 0' S Over42'=60' 3.0 5' S_.11 3 . Ovor60' See a rogistered professional engineer nn p' Noto; eoham char%! A wab tnefpi}aNeniporeiti bracing ntoo roglilred'a idiot to t tame 4 ° 'r ' / — DFgeouglea'Fhaarejn SPmSopfhoritPlhe- H0+'Nam Fir eppe;epd "Into. t{ - All'i'ateraIbraces j: ConlinuousTopChord lapped at hest 2 Lalerel BraC- tru Roguired' 101100 aier 3 = r nr Nequired „ .11; 1 I' y 0011', y ti� Top chorda That era lotemlty blocod canbuckb Iogathor and oauao collapm it them Is no dingo• rJ , , .@et ej' ler 'G j a v,' �ry t�W G hat brechig, Diagonal bracing should ba nollod a �" _ �u '' ,t✓ti ` `+• .,^+y�qg° = - = - {- idthoUndereldoolthotopchoidwtienpuriinsnra nito6w to tho lopsido of tho top chow. c y'� i Pra'mie3 1 Jf r yl 1 V I' . � I �> - a° ' B0T1't3rlll GHO� TEh1PORARY+`j�FtACINC � i; 6OTTdJVIGH�1id� f� r „- ,,BOTiOMCHOpd. IAGOMl1LBA c j(( MINIMIYM , ''I.ATERAIBRACS SpACIR1G;(Oaj . 3P!,�3�a�'"'� p�i'i:N vs'•SPACIIVCi(LH� I?'I .fllUua�ts] ' y l Up to 32' 4112 15' 20 15 Over3'-48' 4/12 15'_r 10 7 Over 48' • 60' 4/12 Over6O' I See a registered proiassionalen sneer PAALL LlbATf��15a 70�kI4tUTtIPpRARX-.BRA`CltyiG . 4 t f TOpfN0i;O , J{" MIN�IrM►,UM" fJl1RALH1#p� SPlICING� I$ PAN SP CING(lBs}` �i[+�truaswa7 . TOP Chord „ Pa+ U to 32' 30" 8' 16 10 Over 32 •48 A2" 6' 6 4 Over48'-601 481' 5' 4 2 ' OV,60' See la:re laterad pFofoislonal engineer Top""uhonb 7hM �ro latornlly braced can buckle togedafand cal so collapse If there is no dlepu. ' Continuous'. nal tracing. Diagonal bracing should be trolled TOP Chord Iotheunderoldiofthotopchordwhanpudinsare attached to the food& of the top chord,,RegUlrcti Lateral grace 10"orGreater f. � Fp r .. Attachment .r y T16Dna diagon(, ,' ;•r ' ; �'grace for gantllevered F� trpsaeamus�be �, � placed Lh pertical ' �`Hfeba in iln� With the „ � -"�n'lallA�l� twat rsea { � �•, r t a �t1 , n• � A � fa a; ,,.� ' b t'yi'���w " t, {. b>t'' 1�7 ��' i ,• -�t meq• �' 41� ! tib t} t r r i r t�Y r �t r : ; P t �, a , y n Yr � a : u � a°kb -r � ✓t i �Z , i�t� � �d dlegonala a�eaiasentiai ter �yy y r er , 6 ' � ; tb!ijiy antl m?jat tie dupllcat id pn w ✓ w;'15 thaTide6 tijQtri!'sssyatam: }'; iA t f,f it2b#ALIaCIQI��TRtiS7DiG�;�t�Hp�r F�ARX�tACINQ Cantlnud fi r TopChnYd . »a t p�t �� ,�t� Lap 6'. Top chords that ora laterally braced con buckle i y it J - r togothor and cause collapse If Hann I na diago• r, s n 'f r I d (ieClll '� rh nal bracing. Diagonal bracing should be hallod tclhoUndanidoolthetopchonlwhanpudlnaaro _�, ! ' 10"otGreD19C attached to the *%Ida of the top chord, r AtiachMellif n � _ R4011`61 "a1 i! zA !� . „.q ,�: ' Ci �, iuw�1 Iyk`' .' `: �,�1 21,E rt t �'}t', . j� •S rr ese®fit tl Cr e t't ` k e �rJ %✓ s m tri r 4 rttsse5 ..0 haVetU` bol�otieniaO;'1 tti� hb�Xi ' al rAt pi a - 7ontaf dlrapli �tD use �t"�QkRt� 'rr {a sgir` ; �f �4 `r r, UOd dlagdnala arer eaaD,�ila)1ui M 4P �y M etablikV im mUs! a& duplloatod un „ obi �ndct�fthe IrdeliatY916hi; 1i , IVI(DNO 1 RfI rS 70P CIiORf? T�C.ORARY BRACING'` i��r 1 '�.; Y { '. ' ➢ . l '.,' O3, SlJ ff �5-✓ry� Q}1��, �tD ;'0piCNORMU'Ci0' �i � 3' 48" 60" 12OX2 1411NiMUM drEtSj'l4CINPAN 1.112" 's PITCFSpq f' "![Af 100" 2' 2" g7 9' .. to 2a' : 3112 8' 17 72r24'-42' 3112 T 10 6 '. Over 42' = 64' 3/12 Over 54' See a reglaterdd pro(esslonal enp',.neer 4� Y c'+?ftp K J2' 24", 36" �i � 3' 48" 60" F M �il•i��bYnl�r�f r'( Y'{+�i�i�l+�ii 1.112" 100" 2' 2" g7 9' .. a u lr P Y,; , Y �-�.,"'�y ,✓ _ rd r;^� ;, J (in j c'+?ftp K J2' 24", 36" ' 3/4" 3' 48" 60" " 1.1/4" 6` 72 1 1.112" 100" 2' 2" g7 9' .. T >) Losaorof�s 70 " l'J2CUo�2" 1t=7. t3 ,, !✓ on I " f(>Al ) x .DI50 r d L Ih a is 1fNa mum- p�dtllb tt, N ' " 2 " •�/1 NII1k)acemanhy r " F Llne:' 314", , 1.5' 000" 1•it �•', 0�J7�0rpLU I�INSTih LiAT(ONTOL�rJANCF , n OUT•O��PL14N1 INS`TALLAfIONTOi.ERpNCi • YWO ��Fti����'r4"..w.+��;+`y,�n6•Yw171'�`S':Y♦ .. i�+�, n"�,�'`.�m�7?r'� `�'rwx�� +�'.u�iG��,s� ., )roT or 20 25.0'