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HomeMy WebLinkAbout025-090-051l� 11 �I� o w FF -- 025-090-051 0-1565 ROBINSON, WI AM 410 BIGGS EA HWY., BIGGS CONTR:RA BORGER I ADDITIO (oafd O� ' NOTES m i 00 II t I VkJA S Q 7 630-3 ' -W0c l RESIDENTIAL -090-051PERMIT NO. __F:025 00-1565 ROBINSON, WILLIAM --- 410 BIGGS EAST 14WY., BIGGS ` CONTR: RAY BORGER ADDITION SPECIAL CONDITIONS SRA FLOOD. CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY t; USE PERMIT CONDITIONS z SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Dat. ELECTRIC I Meter By Date E JOB FINALED (Date) Signature CHECKED BY J=OK I 0 = Not OK - = Not Applicable Not Ready RESIDENTIAL (; Date W-16, (Plans) OK except #'s rig -Setbacks- Ease me nts-Flood-Slope Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth C/ 3. 4. 5. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 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 54. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. 11. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 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 PLUMBING (Permit) OK except #'s rrVAWr Htr.; Vent -Access -Combustion Air Baffle 465. . Water Pipe; Test & Anchor -Nail Protection 19. 17 21. 22. ; Test Fittings & Anchor -Nail Protection hower an; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access Gas 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 23. FijUwe & Transformer Clearance -Ins. Protection 71. Elec. Receptacles Spacing -Lights & Switches at Doors 2. ize Boxes & No. of Conductors Stapled 26�.mex Installed Close to Edge of Studs & C.J. 27. ip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 A 'ance Circuits in Kitchen & Conductor Size GFI _7r, Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI ,30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes El No 31. Service -Riser Conductors & Ground Main Disconnect qui Clearances Panels-Motors-Mech. Equip. DatA I s Closet Light -Shower Light -Spa Light Smoke Detector Card B-1 • Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35 ty0ucts Insulation & Support ant Fan, Exhaust above insulation 84. Co densate Drain & Overflow, Size & Grade 3 Date Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access &Platform if Furnace in Attic Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s _ . 19*-moper Materials & Anchors r alis l V,Stud s_ Spacing & Braces -Plates -Sound Be 'ng Walls over Girders & Floor Nailing Dr Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing D r`6�e✓ Dingle & Duplex) ' Date ;_,--FRAMING (Continued) Ha s -Post Caps -Anchors -Connectors Cling. Joist-Rttr. Ties- Purlin•Roff Brac.-Truss-Shting.-Ring. or Type A Flue -Fireplace Throat Clearance Atli Access; Size & Romex Protection -Draft Stop -Ins. Baffles ' 5 dim. Windows or Exiting Doors -Sill Ht. & Dimensions S e Fire Protection Framing 5!e_Prop_4dKLine Firewall & Openings 53 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs' idth-Headroom-Rise-Run-Landing-Fire Protection f ywood on Roof Overhang -Attic Vents -Rafter Outriggers / 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 5 60. 61. azi rea-G lass Protection -Skylights -Plastic ear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AL (Plans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings 6 moke Detector 465. Furnace Vents -clearance -Comb, Air -Connector - In Gar@ e; Above Floor -Ducts -Mach. Protection edroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 69 us & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Outlets at Wood Panel, Int. & Ext. 2. ixt. & Appliance; Ground -Air Gap -Cooking Clearance 3. Elec lets & Receptacles at Kit. Counter 7 arage Fire Door; Swing -Landing -Closure 75. A.0 ct in Garage -Damper _7r, tr. Htr.; Vents -Clearance -Comb. Air Connector- P. R.V. arage; Above Floor-Mech. Protection 7. Plb., Elec. & Mech. Equip. Listed for Location 78.,wC-Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 8 uard Rails & Deck Construction- Post Caps 81. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. owing Instld./Drive ❑ Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents_NwrZe Roof, Plbg-Appliance-Fireplace-Clearance to Openings 6 aterMwTlbisconnect, Electrical, Plumbing 87. erior Elec. Trim, G.F.I. Receptacle -Underground K. Ventilation Throughout House 89. Glas otection orrecti from Previous Inspections 91.. Q vreTest-MeterVagged, Gas -Electric 9 . Water & spwi6 Connected -C/O to Grade -HD Approval 93. One Compliance Certificate -Other Certificates 94. Address Posted Date V it Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready . • Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 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- Rftrs.-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-Rooting 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Insulation Certificate BUILDING OWNER: BUILDING PERMIT #: BUILDING LOCATION: , Description of Installation E ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) dr CEILING Batt or Blanket Type Brand Name Thicimess ('inches) Thermal Resistance.(R-Value) Loose Fill Type Brand Name Contractor's minimum installed weight/ft lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR -WALL I / Material Brand Name Thickness (inches) Thermal Resistance (R -Value) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Brand Name _ Thermal Resistance (R -Value) Material Brand Name Thickness (inches) Thermal Resistance (R -Value) Width (inches) FOUNDATION WALL Material Thickness (inches) Declaration Brand Name thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. -79 552 Ge al Contractor (Builder] License Number �✓ X 5"T— 2j SignaMe- and Title Date Sub -Contractor (Insulation Installer) Signature and Title License Number Date THIS CERTIFICATE MUST.BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA * (530) 891-2761 7 County Center Drive • Oroville, CA • (530) 538-7541 Tt CORRECTION NOTICE r,- 0- 6WNE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist 6t.the -;-N above address and should be corrected. Please notice this office when correction 'of -'work is.. completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. <l ,�/.-toGlc T� /'y�0 lxeek C� 1A1- cz- -A Date REV 10/92 Inspector .,+.— .a. . . .. . a .T t Y v5^'.l^ iI'. J^ w.: � ,� -'. ♦ . � .. ., .'t - •tet • - �F � . i� COUNTY .F BUTTE. • WILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ti 0 /5 � � ,a <=: OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questioris:pe�rtaining to this matter, or need additional explanation, "A please contact this office immediately. ^ _ ,- 11, ncv IV/JG 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 ~ ' OW ER PERMIT NO. A routine insp,6ction indicates that the following violations of butte co.unty.Ordinances exist at the above addr ss and should be corrected. Please notice this office when correction of work is complet . If you have any questions pertaining to this matter, or need additional explanation, Please ontact this office immediately. ' dT D A -•--D 09-7-2 "t Mai kly�Wm .A V-Wr !Al.ID'! Date _ REV 1 itl COUNTY OF BUTTE - DEPARTMENT OF, DEVELOPMENT SERVICES - BUILDING DIV ON Y 7 County Center Drive • Or6ville, California 95965 • Telephone (530) 538-7 1 ER IT No. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PAICEL NUMBER 025-090-051 A5 ZONING BUILDING PERMIT OWNER WILLIAM ROBINSON TELEPHONE 868-5152 SO. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 410 BIGGS EAS WY B 301 C-R 12 341.00 737 R 39 798.00 CONTRAYRBORGER NAME TELEPH846-2328 8 84 U 1,512.00 616 C -U 3,080.00 CONTRACTORS MAILING ADDRESS 22 TURNER220 C 2,860.00 CONSTRUCTION LENDER REMODE 15 000.00 LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ 74 591.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 527.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 342.55 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 912.55 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF P Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 6 7.00 42.00 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 ❑ Addition 10 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION AND TRUSSES, HOUSE AND GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 19 -no Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .IA 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 'AIS In II forcce nand effect. License Class V � C j'' Lic. No. % / D 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 Main Service 200A To 10IIA 46.00 NEW CONST. DWEUJNG OCCUP. OR ADDNS. ( a ACC. BLDS. 3.52SOFT. Np"RaIDT MULTI -OUTLET TS @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES � p'. o Ex. Occup. OUTFIXS RESID.OEA 5.00 r Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $U33 ' WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 4.50 PERMIT FEE $ 54.50 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.) certify that in the performance of the work for which this permit is issued, I shall 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 forthwith comply with those provisions. X `" Date L^ y% `C/LJ ature Signpplican - ❑ ner Contractor ❑ Agent An OSHA permit is required for excavations over 5' ' deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 CONST.U7PE,I OTALFEE$ 1238.88not HAZ. pIMP oqD X CDF ARc PD HD u This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fe en paid. By ate c PERMIT EXPIRES ON 0 Date Receipt No. 302058/$1018.00 0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR P K -INSPECTOR GOLDENROD -APPLICANT F COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12%96) APPLICATION AND PERMIT ASSESSOR PARCEL Nur d 15ZONING BUILDINGPERMIT OWNER TELEPHONE SO. Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS - G Of CONTRACTOR'S NAME TELEPHONE S1 CONTRACTORS MAILING ADDRESS O CONSTRUCTION LENDER • 00 00 !Fire LENDER'S MAILING ADDRESS lace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Flan Fee $ 20.00 Permit Fee $ 01,15 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ , 5S BUILDING ADDRESS Energy Plan Checking Fee $ Da $ PERMIT FEE S IAT NOt SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 ,UD Solar or heat pump water heater 23.00 Water piping j 15.00 Each gas water heater or vent J 15.00 Jc — TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: Other ❑ Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S Q� ELECTRICAL PERMIT I Fling Feel 20.00 800V OR IESS Main Service zo.A OR LESS 23.00 A3. Od Receipt No. • Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR 3,5¢s0. OR ADONS. ( 6 C.S.FT. O • j' NEW GUMT. MULTI.OUTLET NON-RESID. BRANCH IRCUITS @7.50 POWER APPARATUS & SINGLE OUTLET CIR. OUTLET OR FDCTUR ES 20 p 1.00 Ex. OCCU BALI 50 EX. OCCU FARED APPLNs. OR o urLErs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 _ Bp Heating1-5- Coolin Cooling Hood 6.50 Ventilation �O PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ DONST. nvEl TOTAL FEE $/ 3, ff HA2. 1 D. FEES IMP I FLJGVj CDF I PARCEL PO 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. By Date PERMIT EXPIRES ON ata WHITE -D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I.1\,,51 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 8 ` 7 County Center Drive -,Oroville;,Ealifornia 95965 -„Telephone (530) 538-75 1 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT � AeaEssonvAr�wMaErr✓' zorallo _O A0O BUILDING PERMIT OY1fWA f 1 TRLANONE� _s Q Fr. BUILDING VALU ON ow , oRsas CONTRACTOR'! >A a CUP ND Aoaafts o ' coNSTRucraN LF►oEn UENOV” MNLNO ADDRESS Fireplace Total Valua on s ARCHITECT OR ENGINES LICENSE NO. Flin Fee 2_0.00 ARCWECT OR ENONEMS MAUNO ADDRESS Permit Fee ©�,� Plan Checkino Flo S eULONOADO S 6 6 S C A) Energy Plan Ch".ng Fee s - O $ RMIT FE LOT NO. SUsorosaNSNAME PARCEL MAP PLUMBING PE MIT Filingue 20.00 USEOFSTRUCTURE Each Trn 7.00� Solar or heat pump wat4r heat4r 23.00 SF Duplex ❑ Mobilehome ❑ Other Water piping 15.00 �j SVEcsr Each as water heater or a 15.00 TYPE OF WORK Gas piping system 1 - 5 ou 15.00 LS New ❑ Addition Remodel ❑ Utilities Q installation ❑ Other ❑ Building sewer 15.00 Describe Work: Mobile Home S I G I W Q20.00 PERMJT kEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service 2200A OR ss 23.00 3 Main Service 200A To iOOOA 46.00 NEW CONST. OWELUNGIOCCUP. j/} �. OR ADDNS. ( 6 ACC SLDS. 3.,,s,'.- J`� � MULTF LlTI.Ef /1 NONRESID. �O %,50 \��.[p--737 POWER UCS= C — - 7 3 8 SW OURET CTR. Ex. oCCU OIITIEi OR FDCTURES L ®x.00 BA.SO - Ex. Occup. __LO APPLNS. OR O 61D. EA. 5.00 Temporary Service 23.00 C-41 L c^ ( Mobile Home Facili ' s 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fli g Fee 20.00 Heating Cooling Hood .50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy risplictiokht. ee $ Fc 7COjT:.T:YPE: TOTAL FEES Q ,QDD. 4 FE6 IMP FLOOD I COF PARCEL I PO I ND I 6SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. /�•� ) BY Date PERMIT EXPIRES ON _ ( to ov- I.-`''' '`''Iw ''i '.3jfrty�,( il' {i x�NVIi-41.:4�44`r0%ow COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 [/� PERMIT APPLICATION DATA SHEET OWNER/eJ/�nn ASSESSORPARCEL ER: O Proposed Building Use: ' Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- . Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑ . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ----=--- Engineered truss details and layout in duplicate (required prior to plan review) No faxes!.------------------ Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form.--------------------------------- an -------------------------------- anufactured Home data and installation instructions inc ding Tie Down Specifications. ------------------ Feesof $-------�-=- ------------------------------------------------------ Imp et fees as shown on the attached schedule. jd_ty_ 2=�-2-1-.7 1 1112. California Department of Forestry plan approval/fees------- -------------------------------------------------- ❑ 13. food elevation certificate. ---------------------------------------------------------------------------------------- �� Sanitation and plot plan approval® �% Health Department. --=---------------------------------------- 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- • :. ti ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use: (B) Parking: ❑ 18: Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- 026. Letter of intent on building use. ---------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance.--------------------------------------------------------------------- _ (Ddie) E128. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑433 A, El Grant Deedi7 ❑ M.H. Title, ❑ Check to H.C.D $ - --------------- 30. Other: _______ ///✓,J Whq y/ou issue the t, process as follows ❑ Mail to owner, []Mail to contractor. Vlephone ?j and hold for pickup a office. ❑ Deliver with inspector:wo \ Applicant: `Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Polluddn Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑Other:Date: By` I 1. Index permit application for the above items nujnbered. G ❑ Plan Check List 2. Additional items required: :111111,11 1 .... Contractor, designer, owner, as advised of the above required data by ❑ phone, ❑mail, ❑ Bt;jfdjVg Division counter, ate: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi � counter, by Date: Plans reviewed by: Date: Plans approved by: G � d� Date - Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: n :ye i D V-11-1 r,..... rye. . _rr_%_-._,,.--__• o-- '--- ^- " r . . —X E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.O. / 400 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage DisposesdA Water Sup ly: 11 Public Private Well Clearance for dwelling. Other � ��t1Y�. A dt T ]ran Hold final for: Final cleara e 0 f99r: NOTE: I tYAI,hlLhs nLutA 2-� Environmental Health Specialist 8/96 16__`x,3 --,1)U Date COUNTY OF BUTTE w� DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................. $ -- Additional Fees Due ........... $ - Additional Fees Due ........... $ evised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ 1 Units Commercial (sq.ft.)... x $0.03 = $ 4 Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ 1 #Units Amt. Commercial (sq.ft.) .. x _$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE'?—'? --0 RECEIPT # DATE REC 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 during the plan checking process. APPLICANT DATE 2 -2 -(:)J - Pursuant --%Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, 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 -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District std l �,( _S f ) Building Department No. A.P. Number A7,5" Jurisdiction: City County Property owner Property Location/Address /�— Subdivision Residential Development No of Living Units Lot No. ...................................................................................i Sq. Footage Mobile Home N.O n J *Supplemental to (Group R) Installation Conversion Permit # *(No foundation inspection); CommerciaYIndustrial New Add'Aion dans reviewed by School District Personnel) Sq. Footage (Including Exterior Roofed Areas) District Identification No.� fir, 41 I r:' School District certifies that (Applicant) (Street Address) (City) has complied with the requirements of Resolution No. representing 110 g square feet. School Paid by Check # ! aS7 ;[, Remarks: 1's- (Phone Number) iI IState) (Zip Code) by payment of $ 1 q �,. QLL AB 2926 $ FULL MITIGATION $ 10 —Ala I)1) 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 660201al, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local 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 110/98ldmm LONGFE'LLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor System's (800) 678-0112 (530) 893-0112,o FAX 30) 893-0140 89 Loren ven Cl-�ico, CA 928- 3 � Customer: Address: L110\ C - 14 W y 0 AP#:' Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. - P.O. Box 20455 Portland, OR 9720 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 ������III III III III III III Important Information for Users of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production.of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be insffalled behind gutters. ❑ Do call- Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. GA01 C (ND Of IAII S I RIIIIGBACK (IIAIL 10 LEIX-,ER 12' II.C. ) IBRACED At 55' D.C.) � JAI IEOGER (HAIL _ 10 VERTICAL W/2-IOd IU ILS) _ (K) SPACING FOR 113 = 56.0' O.C. REFER TO SIIPSOII CAIALOG C-9411-1 FOR PRIH)CI AIIACIUtCIIT SPECIFICAIILIII (ATTACH A35 III FI DIRECIII)d IPI) IF n (11) (G) IST (N> 6 .MAC X H. ISI) (it) 2X4 F.L. OR II.F. 12 OR / BiF. SIP.BNGBACK BRACE fill VWG PR[PAIITII FROM C0111'lll(R Iupul (LOADS A IIIIIFIISIONS) S110lliIIID DT IIIIISS MFR. Miff HAIGR IAL (1111L[IIIY.ER (C) GABLE INC-2X6I IAG(llul ACE XIS 2X LEDGER \ STRONGOACK BRACED AT 55' D.C. (C) IX4 (CHIIIIIIIIIIS LATERAL BRACING FOR BRACE ( S IPIIHGOACK 1 - - 72'. ATTACH AT FII '1/2-Od CCO)W11T HAI 24 .—IOL I ILI' 1. 101-1—'Of a, 01 01—SOI---10 (SI)\ (III) IN 1 PEAK PLATE 10 HAICII [014011 TRUSSES. NOTE: CHORDS 10 BE 2X4 FIR-LARCII 12 Hill, ISI I SPLICE PLATE 10 HATCH (0.9011 TRUSSES. IIOIE: 11115 DETAIL HAY BE IISED FOR (III 1 IEEL PLATE 10 HAICII [010(111 TRUSSES. IVUSSES Willi PITCHED D.C. ALSO. (0) OP110II 10 WED FLAIIIIG: (ISE (3)-2' WIRE SIAPLES (0.072 DIA./15 GA.) IOEIIAILEO IIIRU CIUIRO INlll WEB 6 HIRU WED 111111 CIIIIRO DII OIIE FACE FUR A 101AL IIF 6 STAPLES. (PI I. 1 SI ) L (III ) MUST OE PLATED. (G) GABLE ENO OESIGfI BASED ON 7511PH VIVO LOAD EXPOSURE '0' AT 0-25 FT HEAR PLATE HAX. WED LENGTH IX3• 2-0-0 2X44 0-1-0 3X4• 13-6-0 S OUTLOOKER CRITERIA 12' Hill 24' MAX 3.5' MAX. 17P. IIOIC11 0 2.1' O.C. I.5' RAX. 2X4 F.L. LMDER GRADES IIEIUII. II V/ SIRONGBACK BRACE 1 S ) STANDARD PLT TYP. (lave TPI_95 R Oesil(in Criteria: TPI-95(STD) 03/19/90 Q Q 0 ^ ••YARNIMG- • IIUSS[S Af0UIR1 MAIM CAN[ IN FA6AICAl10N, NANOIING, SIIIIPING, INSIAIIING AND " 51011 IJ BRACING. WIN 10 HIB -91 (HANDLING INSIAIIING AND BRACING), PUBLISHED BY IPI (IRUSS ?JAI( 11 (� I—•• f=I INSIIIUlt. 31) D'ONOF10 OI., SU11I 100, MADISON, YI [3)191, FOR SAFEIY PRACIIC(t PRIOR 10 7-9-0 15-6-0 —) PERFORMING ENCS( JUICE IONS. YAI(SS OIH[RYISE INDICAIIO, [Of CHORD $IIAtt HAVE PROPIALY AIIACIHD A �--•� O [ O A�Z- r SI RUCIURAI PANELS, BOIIOM CHORD SHAH NAY[ A PAOPIALY AIIACH[D RIGID CI[L TNG. " INPONIANI•• FURNISH A COPY OF IIIIf DESIGN 10 IMI INSIAIIAIION CONIRACIOR. ALPINE [HOIN(IAID FAOOUCIS, INC, $MALL Not Bl I(SPONSIBI( Jolt ANY D[YIAIION FROM IRIS DISION; ANY FAILURE 10 BU110 IM( IR Ytf[f IA CONFONNANC( Y11N IPE: ON (ABR ICAI ENO, NAMDI ENO, SIII►/IMO, IMf►AIIA V ON OR U ACING Of TRUSSES. IHIf DESIGN CONE Op hi YI IN AI rL ILABI[ ►A of If IOAt OF NOS (NAl10AAt DESIGN SFICIFICAIION FUIIISNIO /r IM[ AM(NiCAN FOA(SI AND PA/IA ASSOCIATION) AND 111. AIP1A! CONAL CIORS ANI NAD(Of tOGA ASTM A{{) GA)t OAIf. fIf EL, [ICE►I Af M01l0. AF/lY CO1Nl C10AS 10 IAC" 1111 Of IIUSf, AID UNIItS OIH[NYIS! IOCAI[0 01 IIIIS O[f10N, ►0511 ION CONN'C'O.' /(N DIAYINGS 170, Ifo AND ICO Af. AN 111611( (N •S SEAT ON IRIS DRAM TNG APII I[f ONI1 10 IMI OIfIGM 0,_IHI IN0f 11(110 IIIA( –AAO SIIAII N01–Of A11 ILD UFOM IN ANC 0111(p YAT, 12' Hill 24' MAX 3.5' MAX. 17P. IIOIC11 0 2.1' O.C. I.5' RAX. 2X4 F.L. LMDER GRADES MAX. LENGTH WITIICUI BRAC IMG (H) II V/ SIRONGBACK BRACE 1 S ) STANDARD 5-11-0 II -10-0 DATE 03/19/90 ORVI CD 112 " 51011 25450 MITI . FAC . 1.15 11 7-9-0 15-6-0 11 L BETTER. 7-9-0 15-6-0 rss 7-9-0 15-6-0 ESSIpy4 W. 9A ` * All 1�Q TC LL TC OL nC B1. B C L L TOTAO. 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF R992 DATE 03/19/90 ORVI CD 112 " 51011 25450 MITI . FAC . 1.15 FR0F1 Pnc SPAC I NG 1� 810531-BLDRS ORO/ROBINSON - Al 33.6" SCISS) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4,DF-L #1 C WEBS 2x4 DF -L Standard :N6 2x4 OF -L #1: C`7 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o: IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. �4ARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION cm-:ONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. z e-• U Q O W V1. to ' W f� W W - . .z C -.J •2-- W CALCULATED HORIZONTAL DEFLECTION IS 0.49" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC 0 72.00" OC. CALCULATED VERTICAL DEFLECTION IS 0.61' DUE TO LIVE LOAD AND 0.65' DUE TO DEAD LOAD AT X — 16- 9- 0. 10 PSF BC LIVE LOAD PER UBC. 146X6 - w 2L 0-,o�J 2(y 0 OBJ z a 16-9- 16-9- 33-6-0 Over 2 Supports R-1209 W-3.5' r rs. C -C) Ir' Note: All Plates Are 142.5X4 Except As Shown. N PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 o - -YARN IMG-- TRUSSES REQUIRE EXTREME CARE 11 FADRICATIOR. HANDLING, SNIPPING. INSTALLING ALD BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (720SS PLATE p INSTITUTE. SB) O'OROFRIO DR.. SUITE FOD. MADISON. NI 63719). FOR SAFETY PRACTICES PRIOR TO p PELFORMIIO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL NAVE PROPERLY ATTACHED 01.1 STRUCTURAL PANELS. BOTTOM CHORD $NALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH A COPY or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Lp PRODUCTS. 11C. SMALL 107 Ot REfPO1SI:LET FOR ANY OIVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE BUILD IN TRUSSES IN CGNFOLNAICF N'TL T►I; oR ►ABNICIT116. HANOI LNG. SHI►P 116, 11STAl 11NG BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (TAT 101AL OFSIG '7-: SPECIFICATION PUBLISHED 01 THE ANERICAN FOREST ANO PAPER ASSOCIATION) AND 111. ALPINE CORRECTORS ARE MADE OF FOGA ASTM 1,653 GRAD GAIV. STEEL, INCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A4. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING e',,;__ ga,,;nmyA RESPONfIHILI Tt IOl1l1 101 119 .1116 COHPOREHT DESIGN SHOWN. THE SUITABILITY AID USE OF THIS ^W�Baa>®�tq�+•(,A 9s132B Cox FOR FOR ANY PARTICULAR 011LDING IS THE RESPONSIOILITY OF THE BUILDING DESIGNER, PER AISIFTPI 1.1905 SECTOR F. R-1209 W=3.5' Scale -.1875"/Ft... REF R427--21663 DATE- 06/06/00 DR W CAUSR427 00158036 CA -ENG /GWH SEON - 10801 FROM GA VA - 1 I- - I K 1 - DUy, O 'S= TC LL 16.0 PSF TC DL 10.0• PSF 8C DL 7.0 PSF BC LL 0.0 PSF 06 200.0�P' * TOT.LD. 33.0 PSF a DUR.FAC. 1.25 �I�' SPACING 24.0" Scale -.1875"/Ft... REF R427--21663 DATE- 06/06/00 DR W CAUSR427 00158036 CA -ENG /GWH SEON - 10801 FROM GA B10531-BLDRS ORO/ROBINSON - B1 25' COMM) THIS DUG PRFPARFD FROM COMPUTFR INPUT (LOADS A DIMENSIONS) SUBMITTFD BY TRUSS MFR. ITOP CHORD 2x4 DF -L $1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BOT CHORD 2x4 DF -L #1 TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. M— WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. PL: 10 PSF BC LIVE LOAD PER UBC. I rn rn rn 0 z W4X4Em E-• v c� 0 a oma. A W a w WZX6 (Al) E� w z c7 z w W2.5X4 a WLX6 (A1) Es C=2 �• 1 12-6-0 I 12-6-0 _( a 25-0-0 Over 2 Supports I R-932 W-3.5" R-932 W-3.5" Ts. Lr,2 N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA/ -/I/ -/-/R/-' Scale -.25"/Ft. p ' --WARN NG— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND GRACING. REFER TO HIO -91 (HANDLING INSTALLING AND ORACING). PUBLISHED BY TPI (TRUSS PLATE USTITOTE, 503 D'OMOFNIO DR.. SUITE 100, MADISON. WI S3I19). FOR SAFETY PRACTICES PRIOR TO "L: t�� TC LL 16.0 PSF REF R427--21664 p C=D CV ►UrGINING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORO SHALL HAVE PROPERLY ATTACHED STRNCTUXAL PANELS, BOTTOM CHORD SMALL HAVE A PAOPIRLT ATTACHED 11610 CEILING. ( 2 j(E,S� TC DL 10.0 PSF DATE 06/06/00 ••IMPORTANT•• FURNISH A CO►T OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED/A BC DL 7.0 PSF DRW CAUSR427 00158037 CD PRODUCTS, INC. SMALL NOT Bf If 'PONFOR All DEVIATION FROM THIS DISIGN: ANY FAIL UNE TO 6 • 8111.0 THE TRUSSES IN CONFORMANCE WITO TPI: OR FABRICATING, HANDLING. $NIPPING. INSTALLING Al BC LL 0.0 PSF CA -ENG /GWH ALPINE BRACING OF TRUSSESON . TNIS DESIGN CONFGRNS 1117H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIG 5 INOTED. AND TPr ALCOBOECTORS 70 CONNECTORSSPECIFICATAREMADE OFO20GA7ASTH ASS C440 E AMERICAN GALT. STEEL. EXCEPEST AID PAPER T1ASAPPLY Or Un 06 2000 TOT. LD. 33.0 PSF SEQN - 18426 '-� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA THIS .p 1pin. ISNx DRAWINGS 160 A -I. THE SEAL ON DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF Tills1......`4BCiHIDCdT0.� QVIL a DUR . FAC . 1.25 FROM GA SPACING 24.0" 93828 ANY CULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSICOMPONINT JTPI .OR SECPARTITION 10531-BLDRS ORO/ROBINSON - C1 22' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS; SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BOT CHORD 2x4 DF -L #1 TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. C WEBS 2x4 OF -L Standard N DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Q; 10 PSF BC LIVE LOAD PER UBC. I C7), C73 Cr 0 z W4X41a v A a A W f� w wz.5x4lall W3X4Em z z w W4.0A4LAij r - z L -2-0-0;.J L,2.0 -0-,J a I, 11-0-0 1, _ 11-0-0Ile - J 22-0-0 Over 2 Supports J R-830 W-3.5' R-830 W-3.5' [z, co LA7 N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD p•`YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 70 1118-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p - INST17171, 503 D'ONOFRIO DR.. SOITE 200. MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR 70 p PERFORHUG THESE FUNCTION3. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED N STRUCTURAL PANELS, BOTTOM CHORD SRALL HAVE A PIOFERLY ATIACHED RIGID CEILING. •IMP00.TMT•• FURNISH A COPY Of THIS DESIGN TO THE 111TALLA710M CONTRACTOR. ALPINE ENGINEERED CO •PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOA ANY DITIATION FRO" THIS DESIGN; Atl FAItU0.L TO ALPINE BUILD 781 TRUSSES IN CONFORMANCE WITH TPT: 01 FABRICATING. HAULING.-SWPIRG. INSTALLING AN BRACING OF TRUSSES. TRIS 011101 CONPORMS I.I. APPLICABLE PROVISIONS OF IDS (NATIONAL DISIdLer :Z. SPLCI►NEAT ION PDBIISHEO BV THI AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE •7 CONN[CTORS ARE MAGE OF TOGA ASTN A553 GRAB GALV. STEEL, EXCEPT AS NOTED. APPLY CONRECTORS TO �+ EACW FACE OF TRUSS. AND UNLESS OTHERWISE IOCATIO ON THIS DESIGN. POSITION COIIECTOIIS ►fR DRAWINGS 160 A-2. THE $[AL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6IIEEI1Nfi Alpine ETIRIIAeW PIo&=, Inc RES►ON5IBILITY SOIEIY FOR THE TRUSS COMPONENT 095164 SHOWN. THE SUITABILITT AND USE OF TN 15 SmikamIA .CA 9Sa2B COMPDNCRT FOR ANY PARTICOLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1906 SECTION 2. CA - 1 - - R - Scale —.25'/Ft. )%p W,`_ 58005 n 06 20 0 CMI. I TC LL TC OL BC DL BC LL TOT.LD. 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF R427--21662 DATE 06/06/00 DRW CAUSR427 00158035 CA -ENG /GWH SEON - 10805 DUR . FAC . 1.25 FROM GA SPACING 24.6" A WARNING: Fa i I u re to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A PLUMB Truss De 4h INSTALLATION 'TOLE'RANCES BOW 12" 1/4" 1 1'1 24" 1/2" 1 2' 36" 3/4" 1 3' 48" V 4' 60" 1-1 /4" 5' 72" 1-1 /2" W 84" 1-3/4" 7' 96" 2" 81 108" 2" 9' P D(in) I I Lesser of Ir D/50 or 2" Maximum 1/4 Plumb MisplacL,meat Line OUT -OF -PLUMB INSTALLATION TOLERANCES. L(in) Ti, ::r . r . r . r . r . r . r . r . r . r . r . r . r . r . r . 7 ........ ..... ..... .......... ±-1/4', - L(In) Lesser of L/20C Dr 211 ij2 :0 50" 1/4" 4.2' 1 1001, 1.1/4" 2015' 150" 1-1/2' MO' L(In) Lesser of L/20C Dr 211 ij2 :0 200" 1 16&7' 250" 1.1/4" 2015' 300" -T- 1-1/2' MO' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any desc,ription be placed A on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you sde this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder, building contractor, licensed contractor. erectoror erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural, material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a conditiol where failure to follow instructions or heed warm- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage tc structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of respcnsibaities involved be presented as acuida forthe use of a qualified building designeror installer. T.ius, the Truss Plate�insttute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein bybuilding designers, installers, and others. Copyight © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Prin'ed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installatio■. :TRUSS:STORAGEA. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to tate truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation A begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ACAUTION: Trusses stored vertica ly should ':)e traced to prevent toppling or tippir,% ADANGER: Do not store bundles upright unless properly braced. Do notbreakbands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 11 SPAN +3 MINIMUM D EPTH 70P CHORD LATERAL BRACE SPACING(LBs) TOP CHORD: '` DIAGONALBRACE. SPACING (DBS #trusses SP/DF: SPF/;HF Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir `Vbc L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 P'ARAME'L : Continuous CHORD TRUSTS Top Chord .. Lateral Bracl Required Top chords that are laterally braced can buckle logetherand cause collapse ifthere is no diago- 10" nal bracing. Diagonal bracing should be nail ed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral I braces lapped at least two trusses. End diagonals �are essential for stability and must be duplicated on both ends of the truss system. r =45° Affachmer Required Required �OTr�.,?0'(DBs) ® \e96 01 9`Z ®WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to ".he underside of the top chord when purlins are attached to the topside of the top chord. P,P' wr_- � OP 5i WiliMp ly NOR Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 3f�z" Trusses must have lurry ber oriented in the hori• zontal direction to use this brace spacing. t WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with suns hooks to the web members. 11A greater than 30' by the peak. A ' % 60' or less Tag/ Approximately Approximately Tag Line/ '% truss length 1/2 truss length \ Line Truss spans less than 30'. Spreader Bar Toe In ~ I Toe In Spreader Bar Toe In Approximately 1/z to 3'3 truss length Less than or equal to 60' Approximately 1/2 to ih truss length Less than or equal to 60' Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar Approximately Y3 to 3h truss length Greater than 60' Tag /Line trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Tag Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Line Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Strongback/ SpreaderBar 10' 10' \ )e In At or above mid -height Ni N Approximately /3 to 3/, truss length Tag Tag Line Line Greater than 60' ss of braced of truss" trace (EB) Groun race/ \ F. lateral (L r_) 01313/ --,Top Chord LBT t brace (GBV) LTo Chord uBV Ground brace diagonals (GBp Ground brace vertical (GBV) /diagdnals (GBp) 2n�t r system shall have fa't'e eapacity to support grouni Backup q j floor ground stake Driven 18t floor ground stakes CAUTION: Ground bracing required for all installations. 1 Frame 2 Typical velicTB1.1i attachment Grouni Brace Vertical (GBV) Groudd�' \ brace f truss of braced lateral (LBG) group of trusses End bra EB) Typical horizontal Ie member with multiple stakes (HT) CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. ss of braced of truss" trace (EB) Groun race/ \ F. lateral (L r_) 01313/ --,Top Chord LBT t brace (GBV) LTo Chord uBV Ground brace diagonals (GBp Ground brace vertical (GBV) /diagdnals (GBp) 2n�t r system shall have fa't'e eapacity to support grouni Backup q j floor ground stake Driven 18t floor ground stakes CAUTION: Ground bracing required for all installations. 1 Frame 2 Typical velicTB1.1i attachment Grouni Brace Vertical (GBV) Groudd�' \ brace f truss of braced lateral (LBG) group of trusses End bra EB) Typical horizontal Ie member with multiple stakes (HT) 12 4 or greater 1?0 Bottom chcrd diagonal bracing repeated at each end of the building and at same spacing as lop chord diagonal bracing. si DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF -Spruce-Pine-Fir All lateral braces lapped at least 2 trusties. LAq AWARNING: Failure to follow these recommendations could result in A Cross bracing repeated at each end of the building and at 20' Intervals. Frame 4 ............. : Oiittltt WiliCHORD i * BOTTOM TPHORD DIAGONALBRACE! MINIMUM' LATERAL SPN I T �c s PACING(LB� [# trusses] ........ . .. ......... �SPIDPTVS EF/HPiliNi Up to 32' 1 4/12 15' 20 15 Over 32'- 48'1 4/12 1 15' 10 7 Over 48'- 60'1 4/12 1 15' 6 4 Over 60' 1 See a registered professional:engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF -Spruce-Pine-Fir All lateral braces lapped at least 2 trusties. LAq AWARNING: Failure to follow these recommendations could result in A Cross bracing repeated at each end of the building and at 20' Intervals. Frame 4 r Top chords that are laterally braced can bLekle togetherand cause collapse ifth •e Is noj®go- nal bracing. Diagonal bracing abouldbem.ailed tot he underside of the top ehordlwhen purlins are attached to the topside of the top chvd. i 45° 1 1'i DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace ' lapped at least 2 Required trusses. 10" or Greater l� / Attachment ff Required WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 3.0 1 5' 1 S 1 3 Over 60' See a reg stered professional engineer DF - Douglas Fir -Larch Ste- Southern Pine HF - Hem -Fir S3F - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10" or Greater Attachment Required ?e. °!- /' -450 Frame 3 ao0� @ryo ey Top chords that are laterally braced can buckle yy Q� togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. a TOP CHORD' ` l � TOP CHORD , DIAGONAL.BRACE'` MINIMUM LATERAL BRACE SPACING (DBS SPAN' PITCH SPACING(LB #trusses Up to 32 4/12 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace ' lapped at least 2 Required trusses. 10" or Greater l� / Attachment ff Required WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 3.0 1 5' 1 S 1 3 Over 60' See a reg stered professional engineer DF - Douglas Fir -Larch Ste- Southern Pine HF - Hem -Fir S3F - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10" or Greater Attachment Required ?e. °!- /' -450 Frame 3 ao0� @ryo ey Top chords that are laterally braced can buckle yy Q� togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District r,l S (� Building Department No. A.P. Number. Jurisdiction: City County Property Owner u zzzl/ az-� - J _ ,�//' Property Location/Address Lf'/y � n, �� % �' 'Ake.) V Subdivision G/ Lot No. ............................................................................................................... ! Residential Development Sq. Footage No of Living Mobile Home Add ioN ':'Supplemental to (Group R) Units Installation Conversion Permit # ... �(No foundation inspection) .• CommerciaVindustrial j 0 . Sq. Footage New Addition (Including Exterior A Roofed Areas) rians revieweO Dy acnooi uistnct District Identification No. (r U CI S L Ln A e School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. (State) Date • f� (' A V\ (Applicant) 57X- 1 (Phone Number) -1.�) y► (Zip Code) A (� by payment of $ 19M. �-. �(i•�- representing 109g, 5 square feet. JAB 2926. $ ^.��„� :•1�, ;,c.+, .t ^ :1., �.,.:,�•.,.y�.�ar.,�� �.x�• '1 .� FULLMITIGA7LON. School Districi l epresentatiye I HDate Paid by Check # / 8 ;), Remarks: R 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 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), 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 (10/98)dmm a September 27, 2000 William Robinson 410 Biggs East Hwy Biggs, CA 95917 f Department of Development Services Building Division 7. County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Building Permit Number: 00-1565 Assessor's Parcel Number: 025-090-051 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Your new trusses bear on a beam outside of the entryway. Please size this beam and show it on the floor plan. Per my last letter, you are removing an existing exterior wall (right side). Your trusses for the addition bear at this location. Please_ size a beam,to support the trusses or provide a girder truss. 3. Per my last letter, please show the location VI your heating and air conditioning uipment.(old and new) You need a Health Department clearance. I will not review these plans again until all of the above items are submitted. Sincerely, Linda Simpson . Building Plans Examiner September 27, 2000 William Robinson 410 Biggs East Hwy Biggs, CA 95917 1 Department fDevelopment • o Serv><ces ]Building Division 7 County Center Drive • Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Building Permit Number: 00-1565 Assessor's Parcel Number: 025-090-051 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Per my last two letters, please provide a floor plan, to scale, of the entire house and garage, as it will appear when the project is finished. Include all doors, windows, headers and beam sizes. I cannot do the plan check until I have this floor plan. 2. You are removing an existing exterior wall (right side). Your trusses for the addition bear on this wall. Please size a beam to support the trusses or provide a girder truss. Please show the location of your heating and air conditioning equipment.(old and new) You need a Health Department clearance. Plan check will be done after the above items have been submitted and it comes up for plan review again. Sincerely, Linda Simpson Building Plans Examiner o�vTrFo department of Develop nt Services ° - ° Building Divisio 7 County Center Drive Oroville, CA 95965 00 o :::.-. o (530) 538-7541 (530) 538-2140 FAX Date: August 4, 2000 William. Robinson 410 Biggs East Hwy Biggs, CA 95917 Assessor Parcel Number: 025-090-051 Building Permit Number: 00-1565 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I - Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Per my last letter, please provide a complete floor plan, to scale, of the entire structure as it will be when all work is finished. Include your water heater and all HVAC equipment. 2. Per my last letter, your covered porch requires a lateral analysis by an architect or engineer. (Section 2320.5.4.2, 1997 UBC) Please provide the calculations, have the requirements put on the plans, and have the plans stamped and signed by the engineer or architect. 3. Per my last letter, please show all bracing on the plans. (Section 2320.4 UBC) IPer my last letter, please have a soils analysis done by a licensed professional, and if the N expansion index is 20 or greater, the foundation must be designed by an engineer or architect. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1, Pay Balance of Building Permit fees in the amount of $220.88 2. Pay impact fees: 1 of 2 • 0 3. Complete and return the Butte County School Impact fee certification form. 4. Sanitation and plot plan approval is required from the Butte County Environmental Health . Department. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, LiAda Simpson Plans Examiner 2 of 2 July 21, 2000 William Robinson 410 Biggs East Hwy Biggs, CA 95917 Department of Develo ment Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Building Permit Number: 00-1565 Assessor's Parcel Number: 025-090-051 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Y"' Per your data sheet, please provide energy calculations for 1038.5 square feet of living. area. 2. Per your data sheet, please provide a floor plan, to scale, of the existing house, carport, and breezeway. 3. Please provide a complete floor plan, to scale, -of the entire structure.as it will be when all work is finished. 4. Please indicate the location and type of your water heater. 5. Please indicate the location of your new HVAC equipment. 6. Your covered porch requires a lateral analysis by an architect or engineer. (Per Section 2320.5.4.2, 1007 UBC) Please provide the calculations, and have the requirements put on the plans, and have them stamped and signed by the engineer or architect. 7. Please show all bracing on the plans. (Section 2320.4 UBC) 8. Your parcel is in an area of highly expansive soil. Please have a soils analysis done by a licensed professional, and if the index is 20 or greater, the foundation must be designed by an engineer or architect. A plan check will be done after the above items have been submitted and it comes up for plan review again. Sincerely, Linda Simpson Building Plans Examiner n BIGGS EAST HWY. 2sa.o� WI z PROPOSED ADp1TlON7 24I J HOUSE M NEN 6.41 ' L— VEXIST. ACH LIN' `EXIST. S i) 00' i l I W LL% i ' wl ' z JI O ZI (V O �O APPROVED Butte County Environmental Health Date Signature H z W W W J 1= 0 z Q 0 0 0 cc SCALE: 1 "=100' PLOT PLAN FOR NEW .ADDITION & SEWAGE DISPOSAL SYSTEM FOR WILLIAM H. ROBINSON A. P. N. 025-090-051-000 410 BIGGS EAST HIGHWAY G R I D L EY, CA 95948 ■ APPROVED Butte County Environmental Health Ili ------------ ate ---------ate -iignature I PLAMDMAF& L ENGINEERING a Landmark Associates, Inc. Company 222 B Street Marysville, CA 95901 Tel: (530) 743-6526 Fax: (530) 741-3339 Job No. 00 - Date: 8/2000 ENGINEERING CALCULATIONS For Structural Calculations Patio Design Robinson Residence Owner/Contractor: Right -Way Construction Project Location: Biggs, CA N..v Prepared By F. Jose Silva, P.E. RCE 55267, Exp. 9/30/00 -�c-..r...-...-.-+,.*•wry-�------n...:• -- .: _. ._-c=.e+:c.+c�z: .s: y�:.:r+�y.a.��w.+s.'.+,....,1. ...srrxe•.,.. ,,.. ..:.;+.. •u - - t�..:.. c.:,-a:«u {',r,.t, -...,`ir�e4t'?N'';':.^t�*!+�Y'.�,..!4�y`!f.:.4`�Yf: - ."7it.-h`.•.,+1•[Yry'!LY;`C+F�`f.D'p!dr:!t. Gia A/D. GG — Cl ' Geos F• RS rZe_ !j. 72 .Y/• 3,Y/�)/,o) l3.6 Psi Z xJiJ ,Ee, G�t� EXIsnfe-f�/DQotC�E �s14r.L Z—T iii r,. .a+ til .'n:c�,« .. , ���h• - _ `� - RNkOF SS .Y.R• 1�r ism C13rn I��+ 267 v 7 ������'� �•i-�f�'. •. 'CI�� ��j' �� , -iii.... -�c-..r...-...-.-+,.*•wry-�------n...:• -- .: _. ._-c=.e+:c.+c�z: .s: y�:.:r+�y.a.��w.+s.'.+,....,1. ...srrxe•.,.. ,,.. ..:.;+.. •u - - t�..:.. c.:,-a:«u {',r,.t, -...,`ir�e4t'?N'';':.^t�*!+�Y'.�,..!4�y`!f.:.4`�Yf: - ."7it.-h`.•.,+1•[Yry'!LY;`C+F�`f.D'p!dr:!t. eR E C*3 5 267 rn EV. -"0-200O.. CIVIL N XXQ' F C J 2 WALL lily /1�'INt.: NLI�'1'L.IOI)S a-8 For methods 2,.3, 4, 6, 7, and 8, each braced wall ponel must /it, ar levee► '18 im hes (1219 mm) in length, covering three stud spaces ►vhere studs are 16 inches (406 mill) apart and covering mo .mal spaces where ,mals are spaced 24 im hrs (61 o mm) alrart. h'►rr rnerhod .S, each braced ivall panel must be at least 96 inches (24.38 rnrn) in length when applied to one face of a b►aced mall panel and 48 inches (1219 mut) when a r lied to Goth aces. MARK I NAME I UESCRIPHON I . 2 _ .:. `...:: �1'a(.Illlg �'�et�lU(.�. �. — _ �tII'1Jf�TGtn -ntetlH-► � awe a Selsttlle tette � Wood I►►►aids ;4 5/8 inch (16 mm) net minimum thickness applied diagonally on studs spaced E�3 > BI'achig M.e(hod 2 rn,t over 24 inches (610 nuc) on center. �4> Bi -acing Method 3 Wood sliuclinsil panel shealhing with a thickness not less than 5/16 inch (7.9 mm) for 16 inch (106 mm) duel spacing smd ml less than 3/8 inch (9.5 turn) for 24 inch (610 nun) stud spacing in accuidance wills lJIJC 'fables 23-1-M-1 and 23-1-N-1. BraClllg Method of I7ibeiboaid sheathing I foal by 840ot (1219 nun by 2438 mm) panels not less than ►/2 inch (13 nun) (hick applied ve►lically on studs spaced not over 16 inches (406 nun) on center when installed in accoidance with U11C Section 2315 and UBC 'fable 23-1-P. Brachig Method 5 (1,ypsml► board Ishe'llhing 1/2 inch (13 nun) thick by 4 feet (1219 mut) wide, wallboard or veneer based on studs spaced not over 24 inches (610 nun) on center and nailed at 7 inches (178 nim) on center with nails as required by UBC Table 25-1. Braeiug Method 6 Pailicleboaid wall sheathing panels where installed in accordance with UBC Table 23-1-N-2. I'ot(land cement plaster on studs spaced 16 inches (406 torn on center installed in accordance <8 Braelllg Method 7 ' Table �� "ThicLL 3– Coal 844CU ,+Llv 79. O .51T '/21 / . I TAM: '.W pp 51+�'o17TJ % ... iii FE .. CIO �, uj r� 5 267 "0-2000 � l CIVIL 9lF OF C Al.1F I Iz t,4 G �ATtU SLA e �. CONL PA O wj PBSbb Pt7�; -.91" PO r- z. XL Pos., 5 7 — CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Robinson Addition Date..07/19/00 11:11:53 Project Address........ 410 Biggs East Highway ******* Biggs, California *v5.10* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone..... ..... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards ad -1st-s Building Per t 0 Plan Check Date Field Check/ Da e by Enercomp, Inc. MICROPAS5 v5.10 File-ROBINSON Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Robinson Addition GENERAL INFORMATION Conditioned Floor Area..... 1039 sf Building Type .............. Single Family Detached l Construction Type ......... Addition Alone Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 0.38 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 12.1 % of floor area Average Glazing U -value.... 0.58 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0.088 Addition Door n/a R-0 R-n/a R -O' 0.330 Laundry Roof Wood R-11 R-19 R-30 0.031 Addition S1abEdge n/a R-0 R-n/a F2=0.760 to Outside FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (N) 20.0///0.600 0.650 Standard Standard None 'Window Left (E) 26.0 10._6.0"0 0.650 Standard Standard Yes Door Back (S) 40.0 0*55 ) 0.650 Standard Standard Yes Window Right (W) 40.0 0.'60.0 0.650 Standard Standard None SLAB SURFACES Area Slab Type (sf) :fes; n d Slab 1039 W RECEIVE® A P IR 0 V JUL 2.1 2000 BUTTE COUNTY BUILDING DIVISION CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Robinson Addition Date..07/19/00 11:11:53 MICROPAS5 v5.10 File-ROBINSON Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Robinson Addition Equipment Type Furnace ACSplit HVAC SYSTEMS Minimum Duct Efficiency Location 0.800 AFUE Attic 10.00 SEER Attic REMARKS Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback Square footage of addition = 33.5 x 9 + 33.5 x 22 = 1039 sf CEC default U -value and default SHGC-value were used for all fenestration. A new gas heat/electric cool split system will be installed at the East addition. The new furnace must have an 80.0 minimum AFUE. The new air conditioner must have a 10.0 minimum SEER. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Robinson Addition Date..07/19/00 11:11:53 MICROPASS v5.10 File-ROBINSON Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Robinson Addition 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 Regulations, and the 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 single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Ray Borges Name.... Company. Right -Way Construction Company. Address. 422 Turner Avenue Address. Gridley, CA 95948 Phone... c3 — � C, � -�� / � Phone... License. �% p Signed.. �� a�,�.�v 7-�5igned.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Donna Wallace 399 East 9th Avenue Chico, CA 95926 53nw - �/ v&0-893-499�r8122 o4o.� 7/I �J��hcZ-fUr¢� (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R 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 Certificate of 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. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-30 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal framed walls (does not apply to exterior mass walls). R-13 N/A *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A Fiberglass Batts 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -value, By Contractor certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs N/A 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control N/A c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(i): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and 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. N/A 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL1818 and other applicable specified tests for longevity given in Section 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. By Contractor Residential Compliance Form July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R 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 Certificate of 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. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing. System Measures (continued) 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. N/A 2. System is installed with: a. At least 3611 pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical By Contractor .cooking appliances with pilot < 150 Btu/hr.) Lighting. Measures 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or'greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. By Contractor 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one .of the alternatives to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Residential Compliance Form July 1, 1999 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Robinson Addition Date..07/19/00 11:11:53 Project Address........ 410 Biggs East Highway ******* Biggs, California *v5.10* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.•. ..... 11 Compliance Method...... MICROPAS5 v5.10 for Plan Check Da e Field Check/ Da e 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-ROBINSON Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Robinson Addition Zone Type HOUSE Residence MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Standard Design 20.76 13.11 Proposed Compliance Design Margin 20.60 0.16 12.12 0.99 Total 33.87 32.72 1.15 APP(Tiok COMPLIES >K *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average'Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1039 sf Single Family Detached Addition Alone Front Facing 0 deg (N) 0.38 1 ReducedYear Slab On Grade 1 8312 cf 1039 sf 12.1 % of floor area 0.58 Btu/hr-sf-F 0.65 8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1039 8312 0.38 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Robinson Addition Date..07/19/00 11:11:53 MICROPAS5 v5.10 File-ROBINSON Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Robinson Addition SLAB SURFACES Slab Type Area (sf) HOUSE Standard Slab 1039 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE - New 1 Wall 228 0.088 13 0 90 Yes W.13.2X4.16 Addition 2 Wall 242 0.088 13 90 90 Yes W.13.2X4.16 3 Wall 188 0.088 13 180 90 Yes W.13.2X4.16 4 Door 20 0.330 0 180 90 Yes None Laundry 5 Wall 228 0.088 13 270 90 Yes W.13.2X4.16 6 Roof 1039 0.031 30 n/a 0 Yes R.30.2X4.24 Addition PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE - New 7 SlabEdge 129 0.760 R-0 No to Outside FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - New 1 Window Front (N) 20.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 2 Window Left (E) 6.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 3 Window Left (E) 20.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 4 Door Back (S) 40.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 5 Window Right (W) 20.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 6 Window Right (W) 20.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New 2 Window 6.0 n/a 3.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 n/a 4.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 40.0 6.0 6.7 10.0 1.3 8.5 11.5 n/a n/a n/a n/a n/a n/a SLAB SURFACES Slab Type Area (sf) HOUSE Standard Slab 1039 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Robinson Addition Date..07/19/00 11:11:53 MICROPASS v5.10 File-ROBINSON Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Robinson Addition HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location. R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 REMARKS Square footage of addition = 33.5 x 9 + 33.5 x 22 = 1039 sf CEC default U -value and default SHGC-value were used for all fenestration. A new gas heat/electric cool split system will be installed at the East addition. The new furnace must have an 80.0 minimum AFUE.. The new air conditioner must have a 10.0 minimum SEER. HVAC SIZING Page 1 HVAC Project Title.......... Robinson Addition Date..07/19/00 11:11:53 Project Address........ 410 Biggs East Highway ******* Biggs, California *v5.10* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.... ..... 11 Compliance Method...... MICROPASS v5.10 for 1998 Standards Plan Check Da e Field Check/ Date' by Enercomp, Inc. MICROPASS v5.10 File-ROBINSON Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Robinson Addition GENERAL INFORMATION FloorArea ................. Volume....... ............ Front Orientation.......... Sizing Location............ Latitude ... ...... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design.....:. SummerRange ..... .......... Interior Shading Used Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1039 sf 8312 cf Front Facing YUBA CITY 39.1 degrees 29 F 70 F 101 F 78 F 36 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar...... 8816 Glazing Conduction................ 3018 GlazingSolar .................... n/a Infiltration .................. '... 4901 InternalGain .................... n/a Ducts ............................ 1673 Sensible Load .................... 18408 Latent Load ...................... n/a 0 deg (N) Cooling (Btuh) 3179 1693 4023 1624 798 1132 12449 2490 Minimum Total Load 18408 14939 Note: The loads shown are only one of 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 considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment.