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041-420-015
NOTES PERMIT NO. RESIDENTIAL 041—lzo - o � 13 U. s eu�so-b, SPECIAL CONDITIONS CHECKED BY SRA - FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Y Signature i� Flu -TO Pty FSS V= OK 0 = Not OK - = Not Applicable = NO? A_ady ' RESIDENTIAL Date s'tg., 3. U to ons) OK except #'s onweetbacks-Easements-Flood-Slope Main; Soils-Elec. Grnd.-/ r Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ tg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 012k --7-7 / ZKSlab, H9 owns and Special Anchors 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. (Single & Duplex) r. Date FRAMING (Permit) OK except #'s Si per Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing Draft Stop in Walls(r oof) tops, Furred Ceilings -Stairs -Chasers -Tubs & aders & Beams -Size & Bearing Date FRAMING (Continued) 46. angers -Post Caps -Anchors -Connectors / 4 mg. Joist-Rttr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. i fireplace Ties or Type A Flue -Fireplace Throat Clearance 219. is ccess; Sizee & Romex Protection -Draft Stop -Ins. Baffles SO..Sdrm '" ^�^ ^• G-iI1^g Doors -Sill Ht. & Dimensions arage ire Protection Framuig _�2_Property_LirteFirPtKap.B Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits ';A Slaroom-Rise-Run-Landing-Fire Protection 1 lywood on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer �bT. tt Mesh -Drip Screed -Fd. Vents-Underflr. Access Af.-Glazi rea-Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior W II Panels 61. Insulatiori-WallsM6iling 62. Infiltra ii o Walls -Windows 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date G -15. Access & Ventilation Date 16. Insulation Date ,FINAL (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -C ustion Air Baffle 18. Water Pipe; Test chor-Nail Protection 6_Vllec. 19. D.W.V.; Tes ings & Anchor -Nail Protection c 20. Show an; Test, First Floor -Tub Access 21. T Tub & Shower, Second Floor -Tub Access LZAe-Efe-c Gas Pipe; Sixe & Anchors and -Air Gap -Cooking Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s za ,��u,TU �- 23. Fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled 797 Z-29-Romex Installed Close to Edge of Studs & C.J. 8 8 J quip. Ground made up w/Mach Fasteners -end raL x =1Lr i c en onductdr Size'GFI ee ire Size / / ga. Cu or C. Wire Size / / ga Cu or AI 83. 30. Circ. / / ga Cu or Al Insulated Neutral p Yes O No ain Disconnect 8 s-Mech. Equip. @6 3 es Closet Light -Shower Light -Spa Light 4. moke Detector lation Throughout House Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME NICAL (Permit) OK except #'s 92. A.C. Ducts Insulation & Support I_e' -1. `r'^' F, Exhawrtabove insulation 9verflow,.Size & Grade 38 R nl Acr c -Comb. Air -Return Air Vent 115 outlet Date 99 6 tA 6rm if Furnace in Attic 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 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Si per Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing Draft Stop in Walls(r oof) tops, Furred Ceilings -Stairs -Chasers -Tubs & aders & Beams -Size & Bearing Date FRAMING (Continued) 46. angers -Post Caps -Anchors -Connectors / 4 mg. Joist-Rttr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. i fireplace Ties or Type A Flue -Fireplace Throat Clearance 219. is ccess; Sizee & Romex Protection -Draft Stop -Ins. Baffles SO..Sdrm '" ^�^ ^• G-iI1^g Doors -Sill Ht. & Dimensions arage ire Protection Framuig _�2_Property_LirteFirPtKap.B Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits ';A Slaroom-Rise-Run-Landing-Fire Protection 1 lywood on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer �bT. tt Mesh -Drip Screed -Fd. Vents-Underflr. Access Af.-Glazi rea-Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior W II Panels 61. Insulatiori-WallsM6iling 62. Infiltra ii o Walls -Windows Comments at Final: Date G Card B-1. Date Card B-1 Date Card B-1 Date Card B-1 Date ,FINAL (Plans) OK except #'s ATS. E teps-Door & Sidelight Protection -Landings Smoke Detector urnace ants -c earance-Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection e room xi mg' Bath Fixtures & Tub Access -Spa 6_Vllec. Trim & Subpanel, Breaker Sizes & Labels c Fireplace Love, Clearance -Hearth LZAe-Efe-c Outlets at Wood Panel, Int. & Ext. and -Air Gap -Cooking Clearance at Kit. Counter arage Fire Door; Swing- ing-Closure r za ,��u,TU �- WI, va^r�� clearance -Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location ec. eceptac es m arage F.F.I.)-Romex Protection 797 Insulation-1-oarn-CoMR-e-din-Attic 8 8 ass ec onstruc 'on -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes owing Instid./Drive p Yes 0 No/Walks 0 Yes p No/Planters O Yes p No 83. Stucco Brown -Finish al -Plumbing 8 g- piance-Fireplace-Clearance to Openings @6 Utalw We', Bosco ical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground lation Throughout House Glass Protection 9 revious Inspections est -Meters Tagged, Gas• ctric 92. ewer onnec to Grade -HD Approval I_e' Energy Complian Certificate -Other Certificates cess Posted Date 99 6 tA 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) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-420-015 ZONING AR 2.5 BUILDING PERMIT OWNER BUSBY, BRITT TELEPHONE SO. FT. OCC. BUILDING VALUATION 0.00 .OWNERS MAILING ADDRESS 3077 CLARK ROAD, OROVILLE 95965 D :.: 8,034.00 CONTRACTOR'S NAME TELEPHONE 5,000.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 0 1,500.00 LENDER'S MNUNG ADDRESS Total Valuation $ 40, 454.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 356.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 231.40 BUILDING ADDRESS 3077 CLARK ROAD, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 630.40 LAT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF n Duplex ❑ Mobilehome ❑ Other SPECS Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition XX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: LIVING ROOM & PORCH UPGRADE WINDOWS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2ooA OR IES.' 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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 Policy Number (The above sections need not be completed 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 workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. q X Date S —Z4 '�/ Signat pli ner ❑ Contractor ❑ Agent An it is e d excavations over 5'0"deep and demolition or construction of structures over rie In height. Main Service 2WA TO IOWA 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. 3.5¢xSO: 16.,90 NEW ,p,}pESID. MuLTFOUTLET 97,50 POWER APPARATUS 6 SINGLE OUn.ET CIR. Ex. Occu OUTLET OR FIXTURES ML Ex. Occup. OZ. (RM °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating EXIEND DO T 15. 00 Cooling Hood 6.50 Ventilation PERMIT FEI= $ 35.00 Mobile Home Installation Fee $ Energy Ins Fee Is PEOTAL FEE $ 174 .20 N„z. PE ,MP rwoo coF P c HD uE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been ey �DLat PERMIT EXPIRES Ohl provisions to do work paid. �? 1t P �� (/ fe ReceiptNo. 265173/$311.00// _ .' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 't: CoU t BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ( ' 1f oµ T County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/963s=+" APPLICATIbNANDPERMIT ASSESSO PARCEL NUMBER 'r� 041-420-015 ZONING AR BUILDING PERMIT OWNER TELEPHONE BUSBY, BRITT .OWNER'S Ma""°,AODRs•3077 CLARK ROAD, OROVILLE 95965 " SO. FT. OCC. BUILDING VALUATION 7807 0. 00 „�- DV.. 8,034.00 CONTRACTOR'S NAME TELEPHONE WWI, CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace 0 1,500.00 LENDER'S MMUNG ADDRESS Total Valuation $ 40,454i.O-Q„=.::-.z�- -- ARCHITECTOR ENGINEER LICENSE NO. Filing Fee $ 24.00 Permit Fee $ .356-A ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee BUILDING ADDRESS -• Energy Plan Checking Fee $ $ PERMIT FSE s 630..4A: LOT NO. SUBDIVISIONS NAME � PARCEL MAP PLUMBING PERMIT ' ; Fling Fee 20.00 - USEOFSTRUCTURE SF Duplex ❑ Mobilehome O Other s Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent- 15.00 TYPE OF WORK New ❑ Addition XK :Remodel ❑. Utilities ❑ Installation ❑ Ofher ❑ Describe Work:. LIVING ROOM & PORCH UPGRADE WINDOWS �.- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ,S' G I W (920.00 PERMIT FEE t/ f ELECTRICAL PERMIT i Fling Fee 20.00 LES Main Service z�ooi oa Lss 23.00 LICENSED CONTRACTOR'S DECLARATIONMain I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am.exempt from the Contractors License Law for the following reason: l 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 sad ❑ 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:Heating ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by "Jon 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, forthe performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are:. Carrier Policy Number '(The aboXotections need not be: dompleted If the permit is for work of evaluation of one-116ndred dollars ($100) or less.) ` I certify that in the performance of the work for which this permit is issued, I shall X!� n6t 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 S �' Z G '727 her ❑ Contractor 13: Agent Signatu pAri An kis excavatioq's over 5'0"deep' and demolition or construction of structures over In height. ' Service 200A TO 1— 46.00 . NEW CONST. DAIELLINO OCCUP. OR ADDNS. ( a ACC. BLDS. 3.5,sSO. NO CEOSID MULTFOUTLET @.7„50 POWER APPARATUS a SINGLE OUTLET CI0. Ex. Occup. ourLET OR FIXTURES A 4S Ex. Occup. °. 5.00 Tem orar Service 23.00 ' mobile Home Facilities Misc. Wiring 23.00. . PERMIT FEE _ MECHANICAL PERMIT Fling fee 20.00'' Cooling Hood 6.50 Ventilation ; , PERMIT FEk S Mobile Home' Installation Fee s Energy rispAvFee s T TAL FEE $ 74s' s2 HAZ. FE IMP FLOOD _ CDF ,,,., p O Nb UE This permit is hereby Issued under the applicable usions . of the Butte County.,Code and/or., Resolutions to do work indicated above for which fees have been paid. + .; By PERMIT EXPIRES ON d �� fe ReceiptNo. Q : — + WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APP LICANT•, E.H. USE ONLY Plot Plan Attesehadl. Floor Plan Attaehad� Sant to B.O.S-71./_< TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supp,i Public Private ell Clearance for dwelling. Other Li --n s,a �� f-�'q�,y� I I� �uyr-. ,ted �7 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date a a� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARCEL NUMBER: 0 2 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. Allitems have been submitted .--------------------------------------------- ---=------------------------------------ ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------ -- actured Home data and of vww, as shown on the attached schedule. mia Department of I elevation certificate. 4. Sanitation and plot plan approval_ Health Department. ----------------------------------- ❑ 15. City of Chico plumbing permit. --------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. _______________________________________ ❑ 17. Planning approval for (A) Use: 0 1 . (B) parking:_ 1118. Contact Land Development about ❑ Improvements, 11 Drainage, 11 Legal Parcel _________ ______ ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. ------------------ .❑20. Pre -inspection for required Request to Building Inspector on 02 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ------------------------------------------ 1125. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. --------------------------------- 1127. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑Nail to owner, ❑Mail to contractor. <el hone e 9 O /'5l! ' and d hold for pickup at OA --W office. ❑ i �3` (Date) ---------------- r, --------------- .�r......... ,_,ate: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ < Copy of plans sent ❑ Health Department, ❑ Fire Departm , ❑ Cher: By: Bv 1. Index t application for the above items numbered: 2. Additional itemrequired: ❑ Plan Check List Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above req=W data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisigticounter, by Date: Contractor, design , owner of the above �� data by ❑ phone, ❑ mail, ❑ BuildingDivision unter, by Date: Plans reviewed by. Date: (p ' ((-� Plans approved by: Date: 0 Sets of clans on hold ❑ Plan Cabinet_ ❑ A P fnUter T T,,.o M... r I—. r_ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form -per Building) School District Building Department No. A.P. Number Jurisdiction: city County Property Owner Property Location/Address Subdivision Residential ".Development 7 Commercial/Industrial 30 ........................ AddRW Conversion Lot No. ................................................ . ................ Sq. Footage rO *Supplemental to (Group R) Perrhit # *(No foundatidik insipection)l ................. ; J.. N .1 1 - Sq. �ootage (including Exterior -Roofed Areas) Building Departmopt.Repfesenta 'Date lmoor mans reviewea Dy bcnoot ussinct rersonneu No of Living Mobile Home Units Installation -- "i&-2>, School Oistrict certifies that 14W7. New Addition ........................ AddRW Conversion Lot No. ................................................ . ................ Sq. Footage rO *Supplemental to (Group R) Perrhit # *(No foundatidik insipection)l ................. ; J.. N .1 1 - Sq. �ootage (including Exterior -Roofed Areas) Building Departmopt.Repfesenta 'Date lmoor mans reviewea Dy bcnoot ussinct rersonneu District lderltification'No. -- "i&-2>, School Oistrict certifies that 14W7. J (Appli6ant) (Street Address) (Phone Number) A 59507 9 5 (City) (State) (Zip Code) has the Resolution No. complied with requirements of by payment of $ �O representing square feet AS 2926 11FULL $ MITIGATION A School District Representative Date Paid by Check # Remarks: L2LJ Z) 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 data fees are paid. Failure to submit a timely written protest will'prohlbit You from challenging. the Imposition of the fads in any court action. If, subsequent to the t6hool District Representaii signing Sutte�c It a Impact _F . ee Certification Form, 04 S6h6ol 61striii is ve g oun y School notified bV- 04 apiAlcable Local PlanningAOnc�. thatthis project I s., ng reviewed under the California Einvironm6ritall Quality Act (CkGA),'!-" 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-xis (10/96)drnm r'-e�""'aa#`�,,vA'`s3`�i'��'�Et=i�r?'i�'t,��"'�'�.'"';P-.�'"F.gfi�S�$4+'ti.rrrer9Tt��,pa:,e;f,�'��':d��€"'9h1;•,`�;`'i�.rye'�r';��'s.r�s"x`civ,atir€�{:��'aT�i��s`;`'s'�,"a�F' _"41 ,R -,BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor. Parcel Number (s): a41 " 00 0l S Property Owner (s): Project Location/Address. _ Wr%� Subdivison Name: Assessable Square Footage: Type of Residential Development (check one): New Development Afteretion/Addition Mobile Home (s) ❑ Non -Residential to Residential to Building DiviVh Represe ative Date Durham'Recreation.and Park District (DRPD) -certifies that _11I. -N^ Applicant Phone Number Applicant Name Street Address ,{ City ; State Zip Code has complied with the requirements of the Butte Countyoard`of Supe ors`Resolution No. 93 - 114 by payment for square feet at $ 1.04 per square foot or.a total payment Y Of $ JZA� 4j2 ae-i DRPD Representative Date - Re m ateRem. arks: �_ 0 BANK No:: .: sy -5,06V PAID BY CASH: RECEIPT No.: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION NOTES RESIDENTIAL 041-420-015 99-1136 PERMIT NO. BUSBY, Britt 3077 Clark Road, Oroville Contr: Owner Living Room & porch upgrade windows SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Fixture & Transformer Clearance -Ins. Protection 1. Zoning -Setbacks -Easements -Flood -Slope Elec. Receptacles Spacing -Lights & Switches at Doors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Size Boxes & No. of Conductors Stapled 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Romex Installed Close to Edge of Studs & C.J. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 5. Stemwalls, Main; Steel-Blockouts-Wrapped 2 Appliance Circuits in Kitchen & Conductor Size GFI 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 6a. Hold Downs and Special Anchors Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 7. Slab, Steel -Wrapped Service -Riser Conductors & Ground Main Disconnect 8. Piers -Fireplace Ftg.-Steel Equip. Clearances Panels-Motors-Mech. Equip. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Clothes Closet Light -Shower Light -Spa Light 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Smoke Detector 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 35. 15. Access & Ventilation 36. 16. Insulation 37. Condensate Drain & Overflow, Size & Grade Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Date 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 40. 21. Test Tub & Shower, Second Floor -Tub Access 41. 22. Gas Pipe; Sixe & Anchors 42. Bearing Walls over Girders & Floor Nailing Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 82. 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 Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 58. Glazing Area -Glass Protection -Skylights -Plastic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Brace Interior/Exterior Wall Panels MECHANICAL (Permit) OK except #'s 61. 35. A.C. Ducts Insulation & Support 62. 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 FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Bedroom Exiting 40. Sits Proper Materials & Anchors G.F.I. & Bath Fixtures & Tub Access -Spa 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Elec. Trim & Subpanel, Breaker Sizes & Labels 42. Bearing Walls over Girders & Floor Nailing Stairs & Rails 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Single & Duplex) Date 82. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. 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 T -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 Date 59. Shear Walls; Nailing -Bolts Date 60. Brace Interior/Exterior Wall Panels Date 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (FFI.)-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 p Yes 82. Following Instld./Drive 0 Yes ❑ No/Walks 0 Yes ❑ No/Planters 0 Yes O No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: RESIDEi� _'IAL PLAN CHECKII� I GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY . OWNER: Y I �u J l/ BUILDINGP ER:_ PLAN CHECKER: ?-'i J 0 A. P. NUMBER: O qI �' ZO - O / S- UENLKAL: 11. Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet, (Impact Fees. Environmental Health, Developer Fees, etc.). 7. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. 3 Other buildings or structures. 4. Grading, fills and/or drainage. D. Flood hazard. 6. Special conditions on creation map (Noise, SA.A., Fire SpriMers, Water Tender, Trees, etc.). 7_. F.A.U. & F.A.S. road setback. A Building or utilities across lot lines (Record form). FLOOR PLAN: 1. Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 3./. Required windows for second exit (Section 310.4). A Skylights (Section 2409 & 2603.7). s,T'� Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). ;8' Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. A.' Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). ,1 Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. 41- Smoke detectors (Section 310.9.1). A< Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAELS: Conventional Construction -UnusuallyShapedBuilding section 2326.5.4). Standard bracing or engineered desigp (Section 2326.11.3). 3. Clerestory requiring allloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. s , Foundation plan complete enough to construct building. "�T 00 r� 6. Floor construction details complete enough to construct building. p n 7 Elevations and wall construction details complete enough to construct building. 00 Roof construction details complete enough to construct building:' ,lRo! de e/'IPC��d 61e49. Rafter ties or bearing ridge beam. �>� (/G 10. Fireplace construction details and calc. if necessary. /est eat Garage door and/or porch header sizes. Stud heights. K P�ifr y 13. Adobe soils - special foundation design. �Q 14. Retaining walls requiring design. 15. Special Inspection requirements. 4ax//'S7 16. Header size. June 1997 3.2 MQSCELLANEOUS ITEMS TO LOFT -' JUT FOR: / Stairway details: landings, r_ and run, head clearance, handrails (Section 10i, �2 Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). �7 Foam insulation - protection. A-' 36' halls and stairways. ,91 Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. ,4e– Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. INoise requirements on duplexes. 10. Energy design. z�'ae� - Flashing at all exterior openings. 17.I 7. C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.2 —J September2l, 1999 Britt Busby 3077 Clark Rd: Oroville; Ca. 95965 Assessor Parcel Number: 041-420-015 Building Permit Number: 99-1136 B E A U T Y 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check .and approval of this project. Please be sure to include on the. resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your plan check letter regarding your structural review. Please have your engineer of record review and respond. Plan check. will resume upon receipt of all of the above items. Additional items may be required when plan check is resumed. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00'p.m., Monday through Friday. Marthaitney Plans E armner �V 1 r RE -SUBMITTAL FOR: BRET BUSBY PERMIT # 99-1136 AP # 041-420-015 ATTEN. MARTHA WHITNEY Martha, please find enclosed the following corrected items, as per your letter June 11,1999: 1) Engineering for proposed hip roof system, as per RCE. 6x posts have been installed under 6x 12 df# 1 hips. Exterior footings are adequate, as per RCE, and where hips converge, a 3' x 3' x 18" deep footing is required, as per RCE, and is shown on new S-1 sheet. 2) New energy calcs are submitted with this package to reflect 2 incorrect sizes, and one change, Frt#1. Frt#7, and back#8 is a CHANGE to a 3040. 3) As per LP2A, Suzanne Ramirez's Structural letter dated July, 1, 1999: STRUCTURAL COMMENTS: 1) 2X14 HIP RAFTER has been changed to a 6xl2df#1, as per RCE Engineering, and noted on A-2 & S-2 STRUCTURAL PLAN COh BENTS: 2) The detail has been revised to show a 32" #3 rebar dowel, with 16" legs, 32" o.c. 3) The additions to the slab underlayment that you have asked for are Not required under the 1995 UBC (i.e. 1994 UBC et al, as amended by the state of California), and although I appreciate your "suggestion", this addition would increase a non budgeted item, and therefore will not be adhered to. We will, however, install a visqueen layer, as it seems to be the prudent thing to do. 4) To demonstrate full compliance with the braced wall regulations, I have installed wall marks, (on sheet S-2), as per your request, of the adjoining wall. 5) The revised plans on sheets A-2 & S-2 reflect the installation of Simpson ST6224"s on the beam ends > top plate. 6) S-2 has been revised to show the appropriate beam size at the location requested. 7) ibid, item 6 8) I have incorporated a connection detail "D", on sheet S-2, for the top and bottom of the two hip beams. 9) Detail "E" has been provided for a CS 16 installation detail, and note added. FOUNDATION COMMENTS: 10) To note, as per your request, " FILL PLACED UNDER THE ADDITION AREA SHALL BE 90 PERCENT COMPACTED. CERTIFICATION OF COMPACTION SHALL, BE SUBMITTED TO THE CITY AT THE TME OF FOUNDATION INSPECTION". Which city? This is a county jurisdiction. I will however note on S-1 that the compatible fill to be" pea gravel. To include that note, as you advise, would put an expense on the owner that is not required in this "county", but thank you for trying to be helpful. 11) Detail 3/S-1 does show a min stem width of 6". As I read the "bubbles, only "3" pertains to the exterior porch. Detail "1" pertains to the addition exterior footing, they are not both referenced, by 3/S-1. Please clarify, 530-894-5590, M/F 8:OOAm-4:00 PM. q Rercott lly , ackso %Y `�" Ir j A; - � 11 September 16, 1999 Mr. Michael Vieira, C B O County of Butte 7 County Center Dr. Oroville, CA 95965-3397 Phone (530) 538-7541 Fax (530) 538-2140 Re: Plan Review Address: Dear Mr. Vieira: SECOND CHECK - County of Butte Appl. No. 1136 LP2A 99015.023 RECEIVED SEP 2.0 1999 BUTTE COUNTY Busby Addition (Strutt) BUILDING DIVISION 3077 Clark Rd Linhart Petersen Powers Associates (LP2A) has completed a second structural review of the following documents: 1. Plans: One (1) copy sheets C-, A-1, A-2, A-3, S-1, S-2, E -dated 5/21/999 by Evergreen Development.• 2. Structural Calculations: One (1) copy dated 5/13/99 by Evergreen Development. We have,reviewed the above documents for structuralconformance to the 1995 edition of the California Building Code (i.e., state amended 1.994 UBC). Our comments are on .the attached list, numbered according to the first plan review. Enclosed are the above reference documents. Please submit an itemized response letter and two (2) sets of revised documents with all revisions clouded.. Let us know if you have any. questions. Thank you. Sincerely, =Ramirez, RS ASSOCIATES I.C.B.O. Plans Examiner Senior Plan Check Engineer Enclosures. LINHART PETERSEN POWERS ASSOCIATES 7447 Antelope Road, Suite 103 - Citrus Heights, CA 95621 (916) 725-4200 - FAX (916) 725-8242 - Toll Free (877) 235-0653 September 16, 1999 SECOND CHECK (Struct. Only)' - COUNTY OF BUTTE Appl. No. 1136 LAZA 99015.023 Page 2 Re: Occupancy Group(s): R3/U1 Type of Construction: V: -.N Stories: One. ' Building Area (sq. ft.): 2,120 A. For your convenience; the following comments are referred to the 1995 California Building Code (i.e., 1994 UBC, et al, as amended by the State of California) unless otherwise noted). B. Please respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which detail, specification,' or calculation shows the* requested information. Your complete and clear responses will expedite the ie=check and -hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting structural designed' elements and cover sheets of., calculations. UBC 106.3.2 NOTE. The following comments are numbered .the.°same as the structural comments from the first plan review, dated 7/9/99. STRUCTURAL PLAN COMMENTS: 3. Unless permitted aggrega� ons. sand._and a/6 mil. layer of visqueen. Amend the by 4" crushed No response received. 4. It appears the plans are trying .to demonstrate full'compliance with the braced wall .regulations of the conventional construction section of the code. If this is the case, then show what portion of, the wall, that is the adjoining wall between tFie.addition and1he existing structure, will be considered braced wall panel. Amend the plans for shear walls along gridlines 'A & C" at the existing structure for the following items: a. Revise the plans to clearly indicate all shearwa//s and holdowns along gridlin A & C, -as indicated in the structural calculations on pages L5 8 L6. Please note the plans'.indicate, all panels to be braced wall panels, which deviates from the calculated shearwalls on pages L5 8 L6.. b. Since the new holdowns are to be placed into the existing foundations, the 5STB anchor bolts, as called out in the structural calculations, are not applicable. Provide a structural detail for'the connection of the PHD holdown bolt, embedment depth and epoxy required. Also,' provide a structural specification f0v the,epoxy used, ensuring it has a current ICBO repos( which indicates that these anchoring devices are approved for cyclic loading due to seismic forces. September 16, 1999 SECOND CHECK (Struct. Only) - COUNTY OF BUTTE Appl. No. 1136 LPZA 99015.023 Page 3. FOUNDATION COMMENTS: 1'0.. Note on sheet A-1 of the plans: "FILL PLACED UNDER THE ADDITION AREA SHALL BE 90:PERCENT COMPACTED. CERTIFICATION OF COMPACTION SHALL BE 'SUBMITTED TO THE CITY AT'TIME OF FOUNDATION INSPECTION." No response received. / D� Y 46d . o _ If you have any questions regarding the above comments, please contact Suzanne Ramirez at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M-F. J July 6, 1999 Britt Busby 3077 Clark Rd. Oroville, Ca. 95965 Assessor Parcel Number: 041-420-015 Building Permit Number: 99-1136 L A N D O F NAT U RA L W EA LTH A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 536-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is the structural review plancheck list that your engineer is to address. Please provide him with a copy of this letter and two sets -of plans to revise. Your plans can be picked up in the Oroville office for any corrections needed. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner 1 July`1, 1999 FIRST CHECK -County of Butte Appl. No. 1136 . LP2A 99015.023 Mr. Michael Vieira, C B O County of -Butte - 7 County Center Dr. .Oroville, CA. 95965-3397 Phone '(530) 538-7541 Fax (530) 538-2140 Re: Plan Review: Busby Addition (Struct) 'I Address: 3077 Clark Rd Dear Mr. Vieira: Linhart Petersen Powers Associates (LP2A) has completed a structural review of the following ._ documents: 1. Plans: One (1) copy sheets C-, A0, A-2, A-3, S-1, S-2, E -dated S/21/999 by Evergreen . Development. 2. Structural Calculations: 'One (1) copy dated 5/13/99 by Evergreen Development. ` We have- reviewed the above documents for structural,conformance to the 1995 edition of the California Building Code (i.e., state amended 1994 UBC). Our comments are on the attached. list, numbered according to the first plan review. Enclosed are the above reference documents. Please submit an itemized response letter and - two (2) sets of revised documents with all revisions clouded. Let:us know.if you have any questions. Thank you. Sincerely,. •LINH PETERSEN POWERS ASSOCIATES 20he Ramirez, P. E. I.C.B.O. Plans Examiner. Senior Plan Check Engineer Enclosures. n'DCEIVED JUL 0 61999 BUTTE COUNTY BUILDING DIVISION July 1, 1999 FIRST CHECK (Electrical only) - COUNTY OF Butte Appl. No. 1136 LAZA 99015.023 Page 2 Re: Occupancy Group(s): R3/U1 Type of Construction: V -N Stories: One Building Area (sq. ft.): 2,120 A: For your convenience, the following comments. are referred to the 1995 California Building Code (i.e., 1994 UBC, et al, as amended by the State of California) unless otherwise noted). B.. Please respond in writing to each comment by marking the attached- comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested -information., Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets -of plans depicting structural designed elements and cover sheets of calculations. UBC 106.3.2 'STRUCTURAL COMMENTS: 1. Provide calculations for the 2x14 hip beams to verify they can support the loading imposed by the roof framing. It appears it may not be sufficient to support the loads, especially since ceiling: joists will "not be provided. STRUCTURAL PLAN COMMENTS: 2. Amend detail 3/S-1 to indicate the length of the #4 dowel reinforcing steel that will tie the., continuous footing to the slab. 3. Unless permitted by the County otherwise, the slab shall be underlain by 4" crushed z aggregate under 2" sand and a 6 mil.•layer of visqueen. Amend the plans to show these -,additions. 4'. It appears the plans are trying to demonstrate full compliance with the braced wall regulations of the conventional construction section,of the code. If this is the case, then show what portion of the wall; that is the adjoining wall between the addition and the .existing structure, will be considered braced wall panel. 5. Amend the plans to show the straps that will be installed at the beam locations to tie the beams to the top plate in' line at the end of the beam. Provide at(least a ST6224 between the beam and the top plates to provide a continuous tie across the plates. j 6. / Amend sheet S-2 to indicate the beam that will support the roof rafters at the outer support of the rear porch rafters. 7. Indicate the sizes for the support posts as shown on sheet S-2. The porch beams are not shown fully supported. at each end. Although I am sure this will be provided in the field, please show the posts on the plans. July 1"1999 FIRST CHECK (Electrical only) - COUNTY OF Butte Appl. No. 113 E LPZA 99015.023 Page 3 8. Provide a connection detail at the top and the bottom supports of the two hip beams. Indicate the hardware that will be used to anchor both ends to the building. 9. Provide an installation detail foe -the CS16 continuous strap required for the lateral stability of the porch. FOUNDATION COMMENTS: 10. ' Note on sheet A-1 of the plans: "FILL PLACED UNDER THE ADDITION AREA SHALL BE 90 PERCENT COMPACTED. -CERTIFICATION OF COMPACTION SHALL BE SUBMITTED TO THE CITY AT TIME .OF FOUNDATION INSPECTION." 11. Amend the foundation plan to indicate the minimum width of the stem wall along the continuous exterior wall footing and along the porch foundation. Both reference detail 3/S-1, but they are not necessarily the same width. If you have any questions regarding•.the,above comments, please contact Suzanne Ramirez at (916) 725-4200 between 8:00 A.M. t6`5;00 P.M., M -F. June 11, 1999 Britt Busby 3077 Clark Rd. Oroville, Ca. 95965 Assessor Parcel Number: 041=420-015 Building Permit Number: 99-1136 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide engineering for entire roof system. It is not framed conventionally and is not supported by braced wall lines on any of the three edges. Provide support under all beams and size footing appropriateley. 1 Incorrect window sizes have been incorporated into the energy calculations. Check calcs for correct window size a front wall of addition. Plans have been sent out for structural review. I will inform you when plancheck items arrive at this office. Additional engineering will require additional review. Plan check will resume upon receipt of all of the above items. Additional items may be required when plan check is resumed. If you have questions about any requirements, you may contact me at (530) 538-7541 between 1 the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner .Insulation Certificate BUILDING OWNER: BUILDING LOCATION: 750 Description of Installation ROOF Material Thicknew (inches) BUILDING PERMIT #: Brand Name Thermal Resistance (R -Value) CEILING B= or Blanket Type Brand Name Thickness (inches) Thermal Resistance. (R -Value) L.00se Fill Type - Brand Name Contractor's minimum installed weighd Minimum thickness inches Manufacturer's installed weight per square foot ta'-apheive Thermal Resistance (R -Value) EXTE�IIOR WAL Material �d Brand Name Thermal Resistance (R -Value) Thickness (inches) RAISED FLOOR Material T Brand Name Thickness (inches) Thermal Resistance (R -Value) SLAB FLOOR Material Thitutess (inches) Width (inches) _ FOUNDATION WALL ss Brand Name Thermal Resistance (R -Value) Material Biand Name Thickness (inches) ^ ;ermal Resistance (R -Value) Declaration 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 �v': � ever C for uilderj/cense umber a Title Date Sub -Contractor (Insulation Installer) License Number Signature and Title Date THIS CERTIFICATE MUST -BE PROVIDED TO THE BUILbING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL.. -AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. q9`.- Z5- 14�7 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. O OWNER OWNER'S ADDRESS LOCATION OF BUILDING _ q Zo - O /-5— 41111 4-ftV6—r. USE OF BUILDING SIZE OF STRUCTURE ------------------- TYPE OF CONSTRUCTION: WOOD FRAME—STEEL TYPE OF SIDING 6b ESTIMATED COST OF CONSTRUCTION e - '�- 41!:).4 DO ZONING PHONE NO. X AV, = _31Jy SO. FT. CONCRETE OTHER (Specify) ROOF COVERING FLOOR TYPE AG Buildings shall comply with the minimum front, side,.and rear yard setback requirements of the applicable County Ordinances as follows -1 if�i� FRONT SIDES 4-lpv✓ 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. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requir occupancy. in effect at that time and before / Date_ /� / —9 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt fr a bui in g per lt. . Receipt No.' 96873 FL( PARC P.D R NG ISS Manager Building Division By Date White —DPW, Yellow — Assessor, Pink — B. L. Goldenrod — Applicant 5 NOTES RESIDENTIAL '/ p C4, 041-420-015' 01-2872 BUSBY, BRITT 3079 CLARK RD. OROVILLE CONT: OWNER CONVERT STRG TO 2ND DWELLINq F_ SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) ' D Signature CHECKED BY V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s I Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Fig., Garage: Soils-Steel-Elec. Grnd.-/ P' 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 FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. 8. Piers -Fireplace Ftg.-Steel 58. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 59. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 60. 11. Water Pipe; Test -Anchors -Regulator -Service Test 61. 12. Electric Underground 62. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date 15. Access & Ventilation Date 16. Insulation Date FINAL (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Al 30. Range Circle / / ga Cu or Al -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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings cae*amoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection ge'ledroom Exiting &;-- F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 6%_aUac RR Rails 70. Clearance -Hearth Elec. utlets at Wood Panel, Int. & Ext t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure 75. cin arage- amper §0001-mr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection aW-P-lb., Elec. 8 Mech. Equip. Listed for Location Elec. Receptacles in Garage (FF.I.)-Romex Protection nsulation- Foam- Looked in Attic 8 onstruction-Post Caps 8 - Hole Door Drainage & Wood -Earth eltffft5ance Looked under Floor Q Yes 82. Following Instld./Drive - J No/Walks;pk > J No/Planters J Ye 83., - tb4e 'AC. Unit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House tp--Iff-iass Protection ID,leo-rrections from Previous Inspections Ta ed, Gas -Electric meter & Sewer Connected -C/O to Grade -HD Aooroval ner ompliance Certificate -Other Certificates ddress Posted Date6 rd 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 BUILDING DIVISION -� DEPA_RTMENTOF DEVELOPMENT SERVICES 411 Main 8'- t -.Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 , CORRECTION NOTICE d'j 1 PERMI NO. OWNER 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:. I[you•hAvo any questions pertaining to this matter, or need additional explanation, olease coritact this office immediately. { 11111M 1 . }j Date REV 10 ci Inspector ~� L 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 92Q ASSESSOR PARCEL NUMBER zGltlNG BUILDING PERMIT .. 041-420-015 AR 2 1 2 OWNER TELEPHONE SO, �, OCC. BUILDING VALUATION BUSBY BRITT 898-01 0 OWNERS MAILING ADDRESS C7n it r, I w — -.-- -- CONTRACTORS NAME OWNER CONTRACTORS MAILING AD CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS 3079 CLARK RD LOT NO. I SUBDNIS IONS NAME IPARCEL USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IQ Describe Work: MINVERT STURAGE, To 2ND DM 7 TNG REPT ACES RP# 99-2643 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby/affirm under penalty of perjury that I am exempt from the Contractors License Law f the following reason: IW 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. ❑ I 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. rO 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 permitis Issued. My workers' compensation insurance carrier and policy number are: Carrier Poli Number e 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 workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith 9PMPWo those provisions. X Date 11-7—al Si A p ' nt - ner ❑ Contractor ❑ Agent quired for excavations over 5'0" deep and demolition or construction of structures ov 3 stories in height. ReceiptNo. 337053 200.00 , �s WHITE-D.D.S.-B.D. CANARY -ASSES R PINK -INSPECTOR GOLDENROD -APPLICANT Total Valuatlori 212 -06 -nn Filing Fee $ 20.00 Permit Fee $ 144-00 Plan Checkin Fee $ 93 Energy Plan Checking Fee $ 60 46.00 $ DWELJNG OCCUP. i ACC. BLDS. PERMIT FEE S PLUMBING PERMIT Fling Fee 20.00 Each Trap 4 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 00 Mobile Home I S G W Q20.o0 Ex. OCCU PERMIT FEE $ BZ Z0 @ 100 .SO ELECTRICAL PERMIT Fling Fee 20.00 Main Service EOOV OR LESS 2ooA oR LEss 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. OR ADDNS. ( DWELJNG OCCUP. i ACC. BLDS. 3.5d -_O. •f n n r Ex. OCCU OUTLET OR FMTURES BZ Z0 @ 100 .SO EX. OCCU FD(ED APPLNs. OR OUTLETS ESLD. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT I Fling Fee I 20.00 6.50 Fitt KEnergy ile Home Installation Fee $ Inspection Fee $ NST. rPETOTALFEE 493.95 W. D. FEES IM/ FLA00 CDF PgRCEL pg� Hg ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi e o for w ch fees have been paid. By Dat LZ)PERMIT EXPIRES ON Z' -6(Date) Y TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Piot Ren Attached \ Rear Ran Attached—.!:7—— Sant to 8.0. I I -- /D / 41 Owner Location AP# Plan Approved for: Sewage Disposals Water Supply: Publij Private Wel Clearance for dwelling. Other I qI � i1B711 ,V- . bv,a - r D Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 1 r t a - -- .'.:;�.. .X+w:,. `•.P F`.v; zs.. +-✓:�,!t.. +P4 i�4r• 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: Cl I ASSESSOR PARCEL NUMBER: 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 issu nce: Date Received By ❑ 1. All items have been submitted............................................................................................................. ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... ❑ 9. Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. V0. Fees of $ c2Q;F) 1�.......................................................................................................... ��*9161 ,1. Impact Fees as shown on the attached schedule.................................................................................. ❑ 12. California Department of Forestry Plan Approval/Fees...................................................................... ❑ 13. Flood Elevation Certificate . .................... ..................:........................................................................ 10'14. Sanitation and Plot Plan Approval �\\-P Environmental Health Department.......... ❑ 15. City of Chico Plumbing Permit............................................................................................................ ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... ❑ 17. Planning Approval for (A) Use: el k • (B) Parking: ........... ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainag6lqa_�egal Parcel ........................... 11 ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... Q 20. Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Informati©n;(Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number . ..... ....................................................................... ❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ....................................... ...n ❑ 24. Letter of Signature Authorization.... ...:...................................... ............................... _ ❑ 25. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. ❑ 26. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑ 27. Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, Q M.H. Title, ❑ Check to H.C.D. $ ..................... ,k ❑ 30.. Other �,, ;oa l4 When you issue the permit, process as follows: ❑ Mail to Owner, ❑ M it o Cont&ter.o, IO\ Telephone S7�t(- M50 and hold for pickup at office:. Q Deliver with Inspector. � Applicant: Date: Copy of Haz-Mat form sent Q Health Department, ❑ Fire Department, ❑ Ai o lution D By: Copy of Plans sent Q Health Department, ❑ Fire Department, Q Other Date: By: 1. Index permit Application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, Q Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, Q mail, ❑ Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: Q phone, Q mail, ❑ Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: Plans reviewed by: Date: Plans reviewed by:.. "tel( Date: Sets of plans on hold in Q Plan Cabinet, Q A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services - Building Division J COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER S A. P. #_y—QC)-0 1,l PROPOSED BUILDING USE ' V I DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES���v��-- -- Balance Due ......... $ La - q -C) III, -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 1�12. SCHOOL DISTRICT FEES (paid at District Office) I oZ- U Q i Tf 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $_'::L10 •12 —Y Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid,at District Office) 19�_,p 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 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 Pursuant to Go odlCeSwu 0, 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 to 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) School District A.P. Number Property Owner Property Location/Address Subdivision tia •, e.. ,, ,dty.d::Y.� r.._., r• :2°'�b:` t • . `•Y . ax y y ar.�} k .A4, • :4 .. .e• ., , . . BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building partment No. Jurisdiction: City County Lot No. Residential Development Sq. Footage NoLiving Mobile. Home Addition 'Supplemental to (Group ) Units • _ ..t - r Installation Conversion 'r;a�' n:.L' S'("'..•._.(%log9undatlonrrspectlbn) 00ermit # Y,.1 _ . CommerciaYindustrial F-1 Sq. Footage New Addition (Including Exterior Building M V V1 CAC11tdl1YC (Floor Plans reviewed by School Uistnct Personnel Roofed Areas) /�-oflr�f Date District Identification No. pu&0( A-fi-i UNt F/e;5 School District certifies that. ryUS,� (Applicant) 3079 G'LA-Rr. KD (Street Address) (Phone Number) �vhie l/a.Ile Y CEJ 9S1 s (City) (State) has complied with the requirements of Resolution No. representing s✓� square feet 2926 FULI ,M171¢AT h School District Representative s_ '. Paid by Check It Remarks: (Zip Code) by payment of $ — C7— Date Notice: You may protest the imposition of the fees identified above by submitting a ,written protest to the District, in compliance with 1&4� 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 ICE(IA), 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 110/981dmm BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): Project Location/Address: v -:2 �ee �, 0 71 - 2ZL i Subdivison Name: Type of Residential Development (check one): New 136velopment Alteration/Addition, I Comments: dvltll It -?q - `-( - Assessable Square Footage: 9 Home (s). D.Non-Residential to Residential it SL_122 Building Division Repfesentative Date Durham Recreation and Park District (DRPD) certifies that r -f+ _8LA5W - 1098-0/50 Applicant Name' Applicant Phone Number. 3017 C. I a r k- RJ Street Address IN City State -, ; _ 5ode. A. 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 $ 01 RPD *i Representative Date U0 Z b I PAID BY CHECK No.: Remarks: No Lee d U f- DWelt n 3 - BANK No.: IBJ CL6 l Lki if be4:0re- p2zv— PAID BY CASH: (+ RECEIPT No.: DISTRIBUTION: WHITE -.APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION Insulation Certificate BUILDING OWNER: % Ktr; BUILDING LOCATION: S O Description of Installation ROOF BUILDING PEPMT #: Material Brand Name Thickness (inches) Thermal Resistance (R -Value) CEILING Batt or Blanket Type Brand Name Thickness ('inches) - G , Dermal.Resistance•�R-Value) Loose Fill Type Jftrand Name 6we"4 (!v v n� Contractor's minimum.installed weight/ !j1b Minimum thickness 12 inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) O(EXTERIORWALL Materiala�jmg:!�OeBrand Name AJ Thickness ('inches) Thermal Resistance (R -Value) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Material Brand Name Thickness (inches) 'jlKermal Resistance (R -Value) Declaration 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. r (Builder) D wtvxg- a=e and Tide Sub -Contractor (Insulation Installer) License Number Date License Number Signature and Tide 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 WM I -�--,noir ' k _:Butte County Department of Development Services ;TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds www.buttegdneralplan.net AN 0 p ' S BUTTE ADMINISTRATION * BUILDING * PLANNING COUNTY FEB 16 2012 REQUEST FOR COPIES DEVELOriviEN,i SERVICES Please furnish me with copies of the building file documents I have indicated for the assessor's parcel number(s) and address(s) I have listed below. I understand theie will be a copy fee o $.25 r the first page and $.06 or each additional page thereafter payable at :the time the copies are picked up. I further understand that Butte County has up to 10 days to respond to this request based o`,n -the Public Records Act. Assessor's Parcel Number byl- q,30-' UL,S Address X77 C►rk 2-6 Name of document(s) requested _1 � 7�� ,,fie-`,-It-� &150k Assessor's Parcel Number �,�D a6� ddress -3c-77 Name of docu'ment(s) requested 60Mn >hlq Assessor's Parcel Number lS ,l- tf�0 `�% � Address Name of document(s) requested 9- /3 Assessor's Parcel Number _7 Name of document(s) requested Assessor's Parcel Number Name of documents) requested �� Aa,41i zsa1-41X-P15-- Address 3`s%7 C Address Printed Name, '-�igm -aha'=rye Ce5�1. Contact Phone Number/Email Address ,;) N, a Date TS'��@�C, Gow` *When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. 3-1-1OJ:\2010 Handouts and Policies for approval\Approved Handouts and Website forms\Request For Copies 3 3 10 doc • t' OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. G )I personally plan to provide the for labor and materials for construction of the proposed property imp ement : YES the 111 • I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following Person (firm) to provide the proposed constuction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: ROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: This Owner -Builder Verification is required by Section 198.31 and 19831 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFOR1v1ATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have.a business license from the city or county. They are also required by law to put their icense number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is S300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r rely, ~ Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safely Code. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature• Please complete and return this information at your earliest opportunity to avoid unnecessary delai in processing and issuing your building permit. No building permit will be issued until W3 verification is received. 1. I personally plan to provide th major labor and materials for construction of the proposed property im rovement : YES NO ❑ 2. I HA HAVE NOT O signed an application for a building permit for the proposed vac. 3. I have contrac ed with the following person (firm) to provide the proposed construction if,' ":.:.. NYA ADDRESS: CITY; PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to eootdinte; .. supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. ' 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: 01000000, PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verifccation must be -completed raid returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property . improvements specified. For your protection. you should be aware that as "owner-buildee, you are the responsible party ofjecord on such a permit.- Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being, performed by someone other than yourself, you may protect yourself from possible, liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for whic_ h they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you shduldr: be aware of the following information for your benefit and protection: . ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are . subject to several obligations.including state and,federal income tax withholding, federal social security,txes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. • ' ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information' about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not -licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" a n the reverse side of this form so that we can confirm that you.. are aware of these matters. The building permit will not be issued until the verification is returned. +Ir Vi ira, C.B.O. uilding Inspection NOTE: This Owner -Builder Information is required by Seetlon 19830 of the California Health and Safety Code- OVER oda OVER NOTES PERMIT NO. • � wt ,.o RESIDENTIAL D 15 L'17 q-113 � f Gl y oft ur,LUI SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 5 JOB FINALED (Date) V Signature CHECKED BY J = OK 0 = Not OK - = Not Applicable = Not Ready� Card B-1 Date Card B-1 RESIDENTIAL (; � Date s' Date U to ans) OK except #'s oni etbacks- Ease ments-Flood-Slope tg., Main; Soils-Elec. Grnd.-/ r Fig. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 18. Water Pipe; Test chor-Nail Protection 4. Fig., Porches & Decks; Soils -Steel-/ tg. Depth TO. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 21. T Tub & Shower, Second Floor -Tub Access 6. Stemwalls, Garage; Steel-Blockouts-Wrapped ll -11 W+r Hfr gone learance-Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection H_qWbowns and Special Anchors Slab, Steel -Wrapped Card B-1 Date Card B-1 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 23. Fixture & Transformer Clearance -Ins. Protection 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 4129 Rome Installed Close to Edge of Studs & C.J. 12. Electric Underground 8 13. Plenums & Ducts; Clearance -Material -Support -Ins. ee ire Size // ga. Cu or .C. Wire Size / / ga Cu or AI 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies WI 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -C ustion Air Baffle 18. Water Pipe; Test chor-Nail Protection 19. D.W.V.; TestPlItings & Anchor -Nail Protection TO. 20. Show an; Test, First Floor -Tub Access 21. T Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 76 W+r Hfr gone learance-Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 8 8 23. Fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors IK -Size Boxes & No. of Conductors Stapled 83. 4129 Rome Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners- qn^rl ray z avatar 8 n i c en onductor Size GFI ee ire Size // ga. Cu or .C. Wire Size / / ga Cu or AI 30. Circ. / / ga Cu or Al Insulated Neutral Q Yes O No WI Main Disconnect 3 rs-Mech. Equip. 3 .zes Closet Light -Shower Light -Spa Light 9 4. moke Detector '91est-Meters Tagged, Gas- citric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s 1.38"A.C. Ducts Insulation & Support Date 6 Date Bove insulation Date -97'-9ortdensate•Drain-&-GveAlo.w, Size & Grade Comments at Final. Comb. Air -Return Air Vent 115 outlet - 19 - — tafform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Si per Materials & Anchors . Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing Draft Stop in Walls ra oof) tops, Furred Ceilings -Stairs -Chasers -Tubs & aders & Beams -Size & Bearing jingle & Duplex) ' Date FRAMING (Continued) 46. angers -Post Caps -Anchors -Connectors c ing. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat Clearance is ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 50 Bdrm •• ^ E"'^; Doors -Sill Ht. & Dimensions arage ire Protection Framing ..32__2-pezty-LinaZi::maU_& Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits room -Rise -Run -Landing -Fire Protection J lywood on Roof Overhang -Attic Vents -Rafter Outriggers i ing-Nailing Veneer t esh-Drip Screed -Fd. Vents-Underflr. Access Glaz' rea-Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior W II Panels 61. Insulation=Wall- eiling 62. Infiltra ion -Walls -Windows Date G Card B-1. Date Card B-1 D 07 Card B-1 Date Card B-1 Date_, -FINAL (Plans) OK except #'s ATS_Ex teps-Door & Sidelight Protection -Landings Smoke Detector urnace ents-c earance-Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 56-93-dr-o-om-Ex-M-no' Bath Fixtures & Tub Access -Spa 6 lec. Trim & Subpanel, Breaker Sizes & Labels Fireplac Love, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. und•Air Gap -Cooking Clearance TO. Elm at Kit. Counter arage Fire Door; Swing• ding -Closure r 76 W+r Hfr gone learance-Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location ec. Heceptacles in Uarage .F.I.)-Romex Protection 797 Insulation-t-oarn-Lookedin Attic 8 8 ai s & Deckonstru 'on -Post Caps n. VSents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes owing Instld./Drive D Yes 0 No/Walks 0 Yes ❑ No/Planters 0 Yes 0 No 83. Stucco Brown -Finish al -Plumbing 8 g- pp lance -Fireplace -Clearance to Openings ical, Plumbing Exterior Ell c. Trim, G.F.I. Receptacle -Underground WI -V Throughout House Glass Protection 9 revious Inspections '91est-Meters Tagged, Gas- citric _ 92. DMer & Sewer onnec to Grade -HD Approval te'Energy Comp lian Certificate -Other Certificates ress Posted Date 6 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final. V= OK 0 , Not OK = Nof Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 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 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 1. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Soils; Compaction -Structure Stability 1. Zoning Requirements -Setbacks -Easements Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Footings; Size -Spacing -Marriage Line Elec.; Receptacles and Lighting, Distance-GFI 3. Gas; MH Test -Demand -Valve -Connector Elec.; Pool Lighting; 15 Volts-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Drain; MH Test -Fall -Flex Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 6. Water; MH Test -Regulator -Connector Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 7. Water and Sewer Connected -C/O to Grade -HD Approval Health Department Approval 8. Gas and Electricity Tagged Plumb.; Cir. Test -Water Supply Test 9. Tie Downs -Type -Installation Cert. Light Niche 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Card B-1 Date Card B-1 Date 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-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-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 COUNTY,OF BUTTE r 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 K-, 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 questions pertaining to this matter, or need additional explanation, Low Date l /— IO 7 / Inspector REV 10/92 .' .' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION v 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 11-1167- 11,5110 ASSESSOR PARCEL NUMBER 041-420-015 ZONING AR 2. 5 BUILDING PERMIT OWNER BUSBY, BRITT TELEPHONE SO. FT. OCC. BUILDING VALUATION 25,920.00 .OWNERS MAILING ADDRESS 3077 CLARK ROAD, OROVILLE 95965 D 8,034.00 CONTRACTOR'S NAME TELEPHONE CUNT' 00 • 00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1 0 1,500.00 LENDER'S MaUNG ADDRESS Total Valuation $ 40,454.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 356.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 231.40 BUILDING ADDRESS 3077 CLARK ROAD, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 630.40 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF XK Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition XX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: LIVING ROOM & PORCH UPGRADE WINDOWS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service '..Av oR'.ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: XI I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 4 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 workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thosepovisions. X Date S —Z� `%� Signat plic - ner ❑ Contractor ❑ Agent An it is; eqq}}11++ d excavations over 60" deep and demolition or construction of structures over fOne In height. Main Service 200A TO 1000A 46.00 NEW CONST. OWEWNG OOCUP. s0 OR ADDNS. ( a ACC. S.3.5QFT: NON -NEW R61DT MULTI.OUTLET 97.50 a R A OUTLET R. OWELEPPARATUS Ex. Occup. OUTLET OR FIXTURES BAL @': o Ex. Occu . ours RAID E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S 35.00 Mobile Home Installation Fee Is Energy Ins Fee Is ` C PE TAL FEE $ W74 /.201 HAz. FE IMP FLOOD CDF PAgc HD suE 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 at1109 PERMIT EXPIRES ONa ate ReceiptNo. 265173 $311.00 Q d 0 — .' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I�•". - � 'r'� r: • � 'v� ,w.et''_. �'�''.y'�.`w��'."P"'�.'"""'�'�'�.i''�'754�,`i�4t+'-'-; :'.i ��.+���,!�•.r';r-n-� ,r.('wry'' ♦' _ �r..� .-� ^'i �,' ;-.-+n.,. � ..�V COUNTOf BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION Y' 17 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. '= APPLICATION AND PERMIT ASSESSOH''PARCEL NUMBER20NING 7 /� 041 ,420-015 ARI 2.•T5) BUILDING PERMIT OWNER B(ISBY, BRITT TELEPHONE " SO. FT. OCC., BUILDING VALUATION 2 20.00 OWNERS MAILING ADDRESS' 3077 CLARK ROAD, OROVILLE 95965 .,r• C�• 8,034.00 CONTRACTOR'S NAME TELEPHONE .,.• b,,.. ' 0 MA QQ . �' r r,1 5 + .! VVII 4',! CONTRACTORS MAILING ADDRESS 7 CONSTRUCTION LENDER Fireplace 0 1,500.00 t LENDER'S MAILING ADDRESS Total Valuation $ 40,454,- _ --' •'` ARCHITECT OR ENGINEER LICENSE NO. , $ ,/` 20.00 —FilingFee Permit Fee $ �` .356-;.60 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin6, Fee 1 -`j •$ --231.40 BUILDING ADDRESS 3071 CLARK ROAD. OROVILLE, Energy Plan Checking Fee $ —23.00. $ 9If , r PERMIT FEE $ 630.40 S LOT NO. SUBDIVISIONS IONS NAME -� PARCEL MAP PLUMBING PERMIT ; Filing Fee 20.00 Each Trap ,. 7.00 }° USEOFSTRUCTURE SF ; Duplex ❑ �Mobilehome ❑ Other % SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ;GJi Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: LIVING ROOM & PORCH UPGRADE WINDOWS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home 1'S'J G I W @20.00 PERMIT FEE V ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�o.A OR ESS 23.00 3 T.,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: 1-1Temporary Y1, 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, -for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO 16.8 OR ADDNS. ( a ACE. eLDs. 3.5¢x: N" N.R°SID. MULTI-OUTLETBRANCH CIRCUITS @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES B20 p"1.00 Ex. Occup. °50 S RaIO.°EA 5.00 . Service 23.00 . Mobile Home Facilities 20.00 Misc. Wiring t 23.00. .• PERMIT FEE S • MECHANICAL PERMIT " Filing Fee 20.00- Heating • Cooling Hood 6.50 Ventilation PERMIT FEE $ •� Policy Number (The above"sections need not be completed if the permit is for work of a valuation one,Hundred dollars ($100) or less.) Iertify that in the performance of the work for which this permit is issued, I shall notemploy any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the .workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Xe Date S Z G er '❑ Contractor ❑ Agent Signatur f-10D7dr An Orrfiit is u avations over 5'0"deep and demolition or consUuction structures over oriht. 1 Mobile Home Installation Fee $ Energy Ins Fee $ !t • c TOTAL FEE $ HAZ FE IMP _ , FLooD CDF ,�... P C N() UE This permit is hereby issued under the applicable ovisions of the Butte County�lCode and/or, Resolutions to do work indicated above for which fees have been paid. .�. !� /!of By PERMIT EXPIRES ON / �l 00 pgte Receipt No. 26517:3/•,02 �?614,00 + WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r 6 E.H. USE ONLY r Plot Ren Att6:he& Floor Ren Attiched Sent to S.Ds— uZ�/ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance LIt Owner Location AP# Plan Approved for: Sewage Disposal Water LLSup pl' Public Private) ell Clearance for dwelling. Other to s T rZz-, 1 Clc Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date 11 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: a -, L b y ASSESSOR PARCEL NUMBER: O q/— q 2 0— O Proposed Building Use: Q4�y�., Building Inspector: !�'Date: ` 9 At time of permit application, I was advised the following data must be submitted prior to permif processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ 03. -----------------------------------------------------------❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ~• ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- t 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ actured Home data and installati n instructio including of $ "" - ------ 37' - - ct,fees as shown on the attached schedule. -L¢ Drnia Department of Forestry plan app o �Uiees r�` �O�Q I elevation certificate. ------------------------------ j--- --- %M'4. Sanitation and plot plan approval_ Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval frop the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: QK . (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). ---. ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---- ❑ 22. Workers' Compensation carrier and policy number. ---------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ----- ❑24. Letter of signature authorization. ------------------------------------------------- 1125. Recorded copy of Agricultural Acknowledgment Statement. ------------------ ❑26. Letter of intent on building use. --------------------------------------------------- 027. Manufactured Home utility clearance. -------------------------------------------- ❑28. Existing violations and/or expired permits. -------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) When you issue the permit, process as follows ❑tMail to owner, ❑Mail to contractor. <elephone S-0 and hold for pickup at Ove p p office. ❑ eliver w' Spector. p ! / Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ lu Ijag By; Copy of plans sent ❑ Health Department, iiFire Departmen , ❑ ther: By. w 1. Index permit application for the above items numbered: C3 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi counter, by Date: Contractor, design ,owner of the above r aired data by ❑phone, ❑mail, ❑Building ivision ounter, by Date: Plans reviewed by. Date: � '11 -(313 Plans approved by: Date: 0 Sets of plans on hord4&0 Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 8F School District A.P. Number - Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ♦ ' (One form per Building) 2g( hW►r 1 Building Department No. / T�t✓ 7� Jurisdiction: City County (fir ►hush u Property Location/Address / i (��WI I." e Subdivision Lot No. ..................................................................................................................., �O Residential Development 0 i Sq. Footage No of Living Mobile Home AddiboN 'Supplemental to (Group R) Units Installation Conversion Permit # t .......r.........................�,..............,. f '(No foundation inspection). , . ............................................. Commercial/Industrial Y t , M ( Sa Footage' , Building Department New Addition (Including Exterior Roofed Areas) l� P. Date (rioor runs reviewea Dy bcnooi uistnct rersonneq District Identification No. 7196 2 V/(j/`/(-r-7i School District certifies that 21 131)4 (Appli ant) (Street Address) (Phone Number) 0�2o v/ l C A 9 595 (City) (State) / (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing —/7(90 square feet. AB 292fi i FULL MITIfiAT10N S 9 5P School District Representative Date Paid by Check # Remarks:, �C6-,�575 W,4 14L 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 (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.xis 110/981dmm +' "-i �.+.--r-.i'rfr..,ri�+`t►►4t� �'r�•.T�w`'�`'1=..:: 'l�{+t•—'"�'�':,�"����r '"`��`''�`.r�°.�';, �`�j�:�''aiie�j ,BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): n`t� " 00 Property Owner (s): 6u5bu- U jeLocation Address: W%� Project l <���.YJt✓ Subdivison Name: Assessable Square Footage: 40 U Type of Residential Development (check one): New Development aAfteration/Addition U Mobile Home (s) ❑ Non -Residential to Residential Comments: , �.. �� ,;; : , f .. A, �, ,F. '�, ,� "; b. 4. � a ..... _.. ,L� c.Q -i�• q 9 Building Divipn Represe tative Date Durham Recreation and Park District (DRPD) certifies that + Applicant Name Applicant Phone Number —7-7 Street Street Address City State Zip Code has complied with the requirements of the Butte County Board•of Supervi ors"Resolution'No. 93 - 114 by payment for square feet at $ 1.04 per square foot for a total payment of $ t lo DRPD Representative Date PAID BY CHECK No.: BANK No.: PAID BY CASH: RECEIPT No.: Remarks: D DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION NOTES 64-i--442-0-0 RESIDENTIAL 041-420-015 99-1136 PERMIT NO.�BUSBY, Britt ,� _ 3077 Clark Road, O_ roville Contr: Owner Living Room & porch upgrade windows ' I I SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY V= OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors Hangers -Post Caps -Anchors -Connectors 7. Slab, Steel -Wrapped 48. 8. Piers -Fireplace Ftg.-Steel Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 51. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Property Line Firewall & Openings 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. 12. Electric Underground Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 13. Plenums & Ducts; Clearance -Material -Support -Ins. 57. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Glazing Area -Glass Protection -Skylights -Plastic 15. Access & Ventilation 16. Insulation 67. G.F.I. & Bath Fixtures & Tub Access -Spa Date 68. Card B-1 Date Card B-1 Date 69. Card B-1 Date Card B-1 Date 70. 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 77. Plb., Elec. & Mech. Equip. Listed for Location Date 78. Card B-1 Date Card B-1 Date 79. Card B-1 Date Card B-1 Date 80. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral E) Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 92. Water & Sewer Connected -C/O to Grade -HD Approval Date 93. Card B-1 Date Card B-1 Date 94. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 35. A.C. Ducts Insulation & Support Date 36. Vent Fan, Exhaust above insulation Date 37. Condensate Drain & Overflow, Size & Grade Comments at Final: 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Wails over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive Q Yes U No/Walks Q Yes J No/Planters 0 Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V = OK 0 IVot OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. 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- 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- Enclosures- Panelboards-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 i RESIDEi IAL PLAN CHECKII4 GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDINGP ER: PLAN CHECKER: ��) J A. P. NUMBER: GENERAL: Zoning requirements: (side yards and number of permitted living units). (� Valuation. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 7. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. y Setbacks, side yards, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. �. Flood hazard. 6. Special conditions on creation map (Noise, SIZ.A., Fire Sl ririklett, Water Tender, Trees, etc.). 7. F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: 1. Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 3. Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). sd'.'� Glazing in Hazardous Locations (Section 2406). �l Required room sizes, ceiling heights (Section 310.6). /7' G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). ,1 Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. 45'- Smoke detectors (Section 310.9.1). X< Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: C2/ Conventional Construction - Unusually Shaped BuildinSection 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring all- on framing and/or engineering. 4. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building.-Ci2 e,4,, 9. Rafter ties or bearing ridge beam. /74e (/� /2e 10. Fireplace construction details and calc. if necessary. u Garage door and/or porch header sizes.St�'b``a"7 2Kifrc.� Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection requirements. LO Pe'yp'eC( 16. Header size. June 1997 3,2 MISCELLANEOUS ITEMS TO LO(AkOUT FOR,: / Stairway details: landings, ri., d run, head clearance, handrails (Section 100 �Z Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). ' Roof covering type - (fire hazard). �7 Foam insulation - protection. .8" 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. ,,W Two exits on three - story dwellings (Section 1003). yl, Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 1 I. Energy design. 1 Flashing at all exterior openings. 17. C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3,2 September2l, 1999 Britt Busby 3077 Clark Rd: Oroville; Ca. 95965 Assessor Parcel Number: 041-420-015 Building Permit Number: 99-1136 L A N D O F N A T U R A L W E A L T H A N D B E A U T Y 'BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the. resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your plan check letter regarding your structural review. Please have your engineer of record review and respond. Plan check -will resume upon receipt of all of the above items. Additional items may be required when plan check is resumed. o 'If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Martha'tney Plans E aminer .. 1 • RE -SUBMITTAL FOR: BRET BUSBY PERMIT # 99-1136 AP # 041-420-015 ATTEN. MARTHA WHITNEY Martha, please find enclosed the following corrected items, as per your letter June 11,1999: 1) Engineering for proposed hip roof system, as per RCE. 6x posts have been installed under 6x12 df#1 hips. Exterior footings are adequate, as per RCE, and where hips converge, a 3' x 3' x 18" deep footing is required, as per RCE, and is shown on new S-1 sheet. 2) New energy calcs are submitted with this package to reflect 2 incorrect sizes, and one change, Frt# 1. Frt#7, and back#8 is a CHANGE to a 3040. 3) As per LPzA, Suzanne Ramirez's Structural letter dated July, 1, 1999: STRUCTURAL CONRYIENTS: 1) 2X14 HIP RAFTER has been changed to a 6x12df#1, as per RCE Engineering, and noted on A-2 & S-2 STRUCTURAL PLAN CON DENTS: 2) The detail has been revised to show a 32" #3 rebar dowel, with 16" legs, 32" o.c. 3) The additions to the slab underlayment that you have asked for are Not required under the 1995 UBC (i.e. 1994 UBC et al, as amended by the state of California), and although I appreciate your "suggestion", this addition would increase a non budgeted item, and therefore will not be adhered to. We will, however, install a visqueen layer, as it seems to be the prudent thing to do. 4) To demonstrate full compliance with the braced wall regulations, I have installed wall marks, (on sheet S-2), as per your request, of the adjoining wall. 5) The revised plans on sheets A-2 & S-2 reflect the installation of Simpson ST6224"s on the beam ends > top plate. 6) S-2 has been revised to show the appropriate beam size at the location requested. 7) ibid, item 6 8) I have incorporated a connection detail "D", on sheet S-2, for the top and bottom of the two hip beams. 9) Detail "E" has been provided for a CS 16 installation detail, and note added. FOUNDATION CONDAEENTS: 10) To note, as per your request, " FILL PLACED UNDER THE ADDITION AREA SHALL BE 90 PERCENT COMPACTED. CERTIFICATION OF COMPACTION SHALL BE SUBMITTED TO THE CITY AT THE TIME OF FOUNDATION INSPECTION". Which city? This is a county jurisdiction. I will however note on S-1 that the compatible fill to be" pea gravel. To include that note, as you advise, would put an expense on the owner that is not required in this "county", but thank you for trying to be helpful. 11) Detail 3/S-1 does show a min stem width of 6". As I read the "bubbles, only "3" pertains to the exterior porch. Detail "1" pertains to the addition exterior footing, they are not both referenced, by 3/S-1. Please clarify, 530-894-5590, IM 8:OOAm4:00 PM. 0 9 :Resp4elly , ckso II September 16, 1999 Mr. Michael Vieira, C B O County of Butte 7 County Center Dr. Oroville, CA 95965-3397 Phone (530) 538-7541 Fax (530) 538-2140 Re: Plan Review: Busby Addition (Struct) Address: 3077 Clark Rd Dear Mr. Vieira: • SECOND CHECK - County of Butte Appl. No. 1136 LPZA 99015.023 RECEIVED SEP 2 01999 BUTTE COUNTY BUILDING DIVISION Linhart Petersen Powers Associates (LPZA) has completed a second structural review of the following documents: 1. Plans: One (1) copy sheets C-, A-1, A-2, A-3, S-1, S-2, E -dated 5/21/999 by Evergreen Development.. 2. Structural Calculations: One (1) copy dated 5/13/99 by Evergreen Development. We have reviewed the above documents for structural conformance to the 1995 edition of the California Building Code (i.e., state amended 1994 UBC). Our comments are on the attached list, numbered according to the first plan review. Enclosed are the above reference documents. Please submit an itemized response letter and two (2) sets of revised documents with all revisions clouded: Let us know if you have any questions. Thank you. Sincerely, =Ramirez, RS ASSOCIATES I.C.B.O. Plans Examiner Senior Plan Check Engineer Enclosures. LINHART PETERSEN POWERS ASSOCIATES 7447 Antelope Road, Suite 103 - Citrus Heights, CA 95621 (916) 725-4200 - FAX (916) 725-8242 - Toll Free (877) 235-0653 September 16 1999 • SECOND CHECK Struct. O 1- COUNTY OF BUTTE P � � Y) Appl. No. 1136 LP2A 99015.023 Page 2 Re: Occupancy Group(s): R3/U1 Type of Construction: V -N Stories: 'One, Building Area (sq. ft.): 2,120 A. For your convenience, the following comments are referred to the 1995 California Building Code (i.e., 1994 UBC, et al, as amended by the State of California) unless otherwise noted). B. Please respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting structural designed elements.and cover sheets of calculations. UBC 106.3.2 NOTE: The following comments are numbered the same as the structural comments from the first plan review, dated 7/1/99. , STRUCTURAL PLAN COMMENTS: 3. Unless permitted by the��herwise, the s a s ain by 4" crushed aggrega ' sand and a,6 mil. layer of visqueen. Amend the plans ese _addffions. No response received. 4. It appears the plans are trying to demonstrate full compliance with the braced wall regulations of the conventional construction section of the code. If this is the case, then show what portion of the wall, that is the adjoining wall between tfte.addition and,the existing structure, will be considered braced wall panel. Amend the plans for shear walls along gridlines "A & C" at the existing structure for the following items: N a. Revise the plans to clearly indicate all shearwa/ls and holdowns along gridlines A & C,� as indicated in the structural calculations on pages L5 & L6. Please note the plans indicate all panels to be braced wall'panels, which deviates from the calculated shearwal/s on pages L5 & L6. b. Since the new holdowns are to be placed into the existing foundations, the SSTB anchor bolts, as called out in the structural calculations, are not applicable. Provide a structural detail for the connection of the PHD holdown bolt, embedment depth and epoxy required. Also, provide a structural specification fo the epoxy used, ensuring it has a current ICBO report which indicates that these anchoring devices are approved for cyclic loading due to seismic forces. September 16, 1999 SECOND CHECK (Struct. My) - COUNTY OF BUTTE Appl. No. 1136 LAZA 99015.023 Page 3 FOUNDATION COMMENTS: 10. Note on sheet A-1 of the plans: "FILL PLACED UNDER THE ADDITION AREA SHALL BE 90 PERCENT COMPACTED.' CERTIFICATION OF COMPACTION SHALL BE SUBMITTED TO THE CITY AT'TIME OF FOUNDATION INSPECTION." ,�` J No response received. Nome- cede-d If you have any questions regarding the above comments, please contact Suzanne Ramirez at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M-F. July 6, 1999 Britt Busby 3077 Clark Rd. Oroville, Ca. 95965 Assessor Parcel Number: 041-420-015 Building Permit Number: 99-1136 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is the structural review plancheck list that your engineer is to address. Please provide him with a copy of this letter and two sets of plans to revise. Your plans can be picked up in the Oroville office for any corrections needed. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner 1 r July 1, 1999 FIRST CHECK - County of Butte Appl. No. 1136 LPZA 99015.023 Mr. Michael Vieira, C B O County of.Butte 7 County Center Dr. , Oroville, CA 95965-3397. Phone '(530) 538-7541 Fax (530) 538-2140 Re: Plan Review: Busby Addition (Struct) Address: 3077 Clark Rd Dear Mr. Vieira: Linhart Petersen Powers Associates (LPZA) has completed a structural review of the following documents: ` 1. Plans: One (1) copy sheets C-, A-1, A-2, A-3, S-1, S-2, E-dated 5/21/999 by Evergreen Development. 2. Structural Calculations: 'One (1) copy dated 5/13/99 by Evergreen Development. We have reviewed the above documents for structural conformance to the 1995 edition of the x California Building Code (i.e., state amended 1994 UBC). Our comments are on the attached list, numbered according to the first plan review. Enclosed are the above reference documents. Please submit an itemized response letter and two (2) sets of revised documents with all revisions clouded. Let us know if you have any questions. Thank you. , Sincerely, LINH T PETERSEN POWERS ASSOCIATES u ne Ramirez, P.E. I.C.B.O. Plans Examiner Senior Plan Check Engineer Enclosures. RECEIVED JUL 0 6' 1999 BUTTE COUNTY BUILDING DIVISION July 1, 1999 • FIRST CHECK (Electricaltly) - COUNTY OF Butte Appl. No. 1136 LPZA 99015.023 Page 2 Re: Occupancy Group(s): R3/U1 Type of Construction: V -N Stories: One Building Area (sq. ft.): 2,120 -A. For your convenience, the following comments are referred to the 1995 California Building Code (i.e., 1994 UBC, et al, as amended by the State of California) unless otherwise noted). B. Please respond in writing to each comment by marking the attached" comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested -information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting structural designed elements and cover sheets of calculations. UBC 106.3.2 STRUCTURAL COMMENTS: Provide calculations for the 2x14 hip beams to verify they can support the loading imposed by the roof framing. It appears it may not be sufficient to support the loads, especially since ceiling. joists will not be provided. STRUCTURAL PLAN COMMENTS: 2. Amend detail 3/S-1 to indicate the length of the #4 dowel reinforcing steel that will tie the continuous footing to the slab. 3. Unless permitted by the County otherwise, the slab shall be underlain by 4" crushed aggregate under 2" sand and a 6 mil. layer of visqueen. Amend the plans to show these .additions. 4. It appears the plans are trying to demonstrate full compliance with the braced wall regulations of the conventional construction section of the code. If this is the case, then show what portion of the wall, that is the adjoining wall between the addition and the ,,existing structure, will be considered braced wall panel. 5. Amend the plans to show the straps that will be installed at the beam locations to tie the beams to the top plate in line at the end of the beam. Provide at`least a ST6224 between the beam and the top plates to provide a continuous tie across the plates. 6. Amend sheet S-2 to indicate the beam that will support the roof rafters at the outer support of the rear porch rafters. , 7. Indicate the sizes for the support posts as shown on sheet S-2. The porch beams are not shown fully supported at each end. Although I am sure this will be provided in the field, please show the posts on the plans. r July 1,-1999 FIRST CBECK (Electrical C,nly) - COUNTY OF Butte Appl. No. 113E Lp2A 99015.023 Page 3 8. Provide a connection detail at the top and the bottom supports of ,the two hip beams. Indicate the hardware that will be used to anchor both ends to the building. 9. Provide an installation detail for the CS16 continuous strap required for the lateral stability of the porch. FOUNDATION COMMENTS: 10. Note on sheet A-1 of the plans: "FILL PLACED UNDER THE ADDITION AREA SHALL BE 90 PERCENT COMPACTED. CERTIFICATION OF COMPACTION SHALL BE SUBMITTED TO THE CITY AT TIME .OF FOUNDATION INSPECTION." 11. Amend the foundation plan to indicate the minimum width of the stem wall along the continuous exterior wall footing and along the porch foundation. Both reference detail 3/S-1, but they are not necessarily the same width. If you have any questions regarding the above comments, please contact Suzanne Ramirez at (916) 725-4200 between 8:00 A.M. t6'5;00 P.M., M -F. • 5 l r " 1 t i June 11, 1999 Britt Busby 3077 Clark Rd. Oroville, Ca. 95965 Assessor Parcel Number: 041=420-015 Building Permit Number: 99-1136 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 . FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide engineering for entire roof system. It is not framed conventionally and is not supported by braced wall lines on any of the three edges. Provide support under all beams and size footing appropriateley. ,,2/ Incorrect window sizes have been incorporated into the energy calculations. Check calcs for correct window size a front wall of addition. Plans have been sent out for structural review. I will inform you when plancheck items arrive at this office. Additional engineering will require additional review. Plan check will resume upon receipt of all of the above items. Additional items may be required when plan check is resumed. If you have questions about any requirements, you may contact me at (530) 538-7541 between 1 the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner 2 CJ .Insulation Certificate BUILDING OWNER: BUILDING LOCATION:,,�O Description of Installation ROOF ' Material Thickness (inches) 42 BUILDING PERMIT Brand Name����'r Thermal Resistance (R -Value) JI •� T CEILING Batt or Blanket Type - Brand Name Thickness (inches) Thermal Resistance. -(R -Value) I:oose Fill Type ` Brand Name Contractor's minimum installed weight/ft lli Minimum thickness inches Manufacturer's installed weight per square foot to,apheive Thermal Resistance (R -Value) EXTERIOR WAL- �r Brand Name I zx" Material Thermal Resistance (R -Value) Thickness (inches�) - RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) - Width (inches) _ Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) FOUNDATION WALL Material Brand Name ^--Umal Resistance (R -Value) Thickness (inches) Declaration 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 fcrenew residential buildings contained in Title 24 of the Califo '•a A tr ode. �vi �GL6D j,jcense Number eMr CO LOr UlldeI) n Title Date Snh..Cnntractor (Insulation Installer) License Number Signature and Title -- DaLe THIS CERTIFICATE MUST .BE PROVIDED WITHIN BUItbING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. -AND A COPY SHALL BE JANUARY 1993 I BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. — ASSESSOR PARCEL NO. 0 , ` q Za o/- `Y --A ZONING S s OWNER g PHONE NO. OWNER'S ADDRESS j LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURE ' x ZJV SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING 08 ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ !fid p0 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: Ir ` FRONT SIDES 2Q t /hwnl/ 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. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. /..art Atl-c p4- p 4t -U -- � .,14 15 6' -,ZP D' e-+�ll-o� � ( AZL,,;,... I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requir in effect at that time and before occupancy. Date //—/ 10 -7 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt fr m a bui ing peVpnft. Receipt No. 2Sb873 FLOO I PARC I V I ROO NGISS Manager Building Division Q By 7 Date 11 .Z % White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant NOTES r RESIDENTIAL 041-420-015' - 01-2872 } BUSBY, BRITT 3079 CLARK RD. OROVILLE CONT: OWNER 4 CONVERT STRG TO 2ND DWELLINq 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY .r � E ! 3 RESIDENTIAL 041-420-015' - 01-2872 } BUSBY, BRITT 3079 CLARK RD. OROVILLE CONT: OWNER 4 CONVERT STRG TO 2ND DWELLINq 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY V= OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) Not Ready Date Card B-1 Date Card B-1 Underfloor (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning -Setbacks -Easements -Flood -Slope 40. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Walls Studs -Nailing Spacing & Braces -Plates -Sound 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 43. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 58. Glazing Area -Glass Protection -Skylights -Plastic 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 61. Insulation -Walls -Ceilings 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test Card B-1 Date Card B-1 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. Ext. Steps -Door & Sidelight Protection -Landings 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Bedroom Exiting 16. Insulation lec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Elec. jOutlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 75. uc in arage- Damper 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Elec. Receptacles in Garage (F.F.I.)-Romex Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 8 - I Hole Door Drainage & Wood -Earth 22. Gas Pipe; Sixe & Anchors 82. Following Inslld./Drive - J No/Walks da� No/Planters J Ye�_o . Date Card B-1 Date Card B-1 Date ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection Q/Gorrections from Previous Inspections 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 Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 10 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 Ext. Steps -Door & Sidelight Protection -Landings r�!1moke Detector '"R" Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting Qi3!C; F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 6g_ Stairs R Rails 70. Clearance -Hearth Elec. jOutlets at Wood Panel, Int. & Ext. t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure 75. uc in arage- Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection nsulation- Foam- Looked in Attic 8 onstruction- Post Caps 8 - I Hole Door Drainage & Wood -Earth etedrr-ance Looked under Flooi - ❑ Yes 1 82. Following Inslld./Drive - J No/Walks da� No/Planters J Ye�_o . 83., A4 -A -C. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground entitation Throughout House Lp-' ass Protection Q/Gorrections from Previous Inspections gt r , Tact-!eP s Tagged, Gas -Electric meter & Sewer Connected -C/O to Grade -HD Approval Ile EneSle-Compliance Certificate -Other Certificates _ Posted Date ZU6§ardB-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: b ./ = OK , 0 = Not OK - = Not Applicable =Not Ready. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-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-Roofing 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 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-Beams-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-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater . 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-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 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 0.1 - 2��!1 •► 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 questions pertaining to this matter, or need additional explanation, ' please contact this office immediately. r41 Date / Inspector REV 10/9 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 2tV r;< gag ASSESSOR PARCEL NUMBER 041-420-015 ZONING AR 2 1/2 BUILDING PERMIT OWNER BUSBY BRITT TELEPHONE 898-0150 SO. FT. OCC. BUILDING VALUATION 539- . OWNERS MAILING ADDRESS 3077 CLARK RD. OROVILLE CA 95965 CONTR��A��7C7��T77O�RRSSp NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $12 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 1,44-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 93-60 BUILDING ADDRESS 3079 CLARK RD. OROVILLE CA 95965 Energy Plan Checking Fee $ $ PERMIT FEE S 2 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TACK ROOM SPECIFY Each Trap 7.00 7-00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 jr; Inn TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other PQ Describe Work: CONVERT STORAGE. TO ?ND DWELLING, REPT ACES BP# 99-2643 Gas piping system 1 - 5 outlets 15.00 15 00 Building sewer 15.00 9 5 00 Mobile Home S G W @20.00 PERMIT FEE $ R7 00 ELECTRICAL PERMIT Fling Fee 1 20.00 Main Service WOW. o 1.ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION I hereby/affirm under penalty of perjury that I am exempt from the Contractors license Law W the following reason: VV I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Poli Number e 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 workers' compensation provisions of section 3700 of the Labor Code, I shall those provisions. 1�_ _ X Date �_ forthwitr3tories Si wner ❑ Contractor ❑ Agent or excavations over 5'0" deep and demolition or construction of structures on height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( & ACC. �S. 3.5Q_: 18 85 µq�,pT MULTI.OLmET FIO 97,50 POWER APPARATUS 8 SINGLE OLmET CR. Ex. Occup. OUTLET OR FIXTURES 2O Q'.O0 BAL p .so FIXED A UNIS. OR Ex. Occu . ounETs REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ n MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP- $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ ,� 3 CONEv VN $ 403.95 HAZ.CDF PARCEL A A PKI A 7 ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi e o for w ch fees have been paid. By Dat PERMIT EXPIRES ON7—4 62HITE-D.D.S.-B.D. (Date) receiptNo. 337OS3 200.00 7 = (15, CANARY-ASSESS078 PINK -INSPECTOR GOLDENROD -APPLICANT �� h" 1 y-'.+.lh...r?..,.+-'`."K+"7i✓'�.?i''^"*.l+"My""�y''.-'•'Y �s`1.1Y�:r+i..•aai.•s+'ti,j•r',.-"+t�1'',,,,`.r� r��•. 4 r-t�tir.'f.,.+f%�h�'•..-stir. .. 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: Ali" I ASSESSOR PARCEL NUMBER: Proposed Building Use: r n�`% 1 i t1►1n4- Building Inspector: Date: if At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issu nce: Date Received By ❑ 1. All items have been submitted............................................................................................................. ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form:................................................................................................................... ❑ 9. Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. 0. Fees of $ c204S .......................................................................................................... 11. Impact Fees as shown on the attached schedule.................................................................................. ❑ 12. California Department of Forestry Plan Approval/Fees...................................................................... ❑ 13. Flood Elevation Certificate ............................................................................................................ ��4. Sanitation and Plot Plan Approval?i C'7.y Environmental Health Department.......... ❑ 15. City of Chico Plumbing Permit............................................................................................................ ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... ❑ 17. Planning Approval for (A) Use: (B) Parking: ........... ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainageq2Kegal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre-Ttispection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information,(Number, Name Style, Classification)....................................'..r... ❑ 22. Workers' Compensation carrier and policy number. ..................................................................... ' ❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ............................................. gn t eeeA Y L]24. Letter of Signature Authorization...}........................................'....................................................f. ❑ 25. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. ❑ 26. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑ 27. Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ..................... ❑ 30. Other .......... When you issue the permit, process as follows: ❑ Mail to Owner, ❑ M it to Cont-g4tor.o ")"M Telephone��- ` Z and hold for pickup at office, LlDeliver with Inspector. ; Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Ai �Iution�D By: Copy of Plans sent L) Health Department, ❑ Fire Department, Ll Other Date: By: 1. Index permit Application for the above items numbered: ❑ Plan Check List 2. Additional items required: 17'i7� Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: - Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date/:/ Plans reviewed by: Date: Plans reviewed by: ` Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Yellow Copy - Department of Development Services - Building Division Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE (1 J1 1 y 1 1. BUILDING PERMIT FEES n -- Balance Due ................ $"1 v� - -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 41e2. SCHOOL DISTRICT FEES(,l l� (paid at District Office) _W3- SHERIFF FEES (paid at Building Division) :/� Residential ........ x $360.00 = $ 'Lo ' Units Commercial (sq. ft.). x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq. Ft. Amt.' 5. RECREATION DISTRICT FEES (paid,at District Office) ZW 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. # ( g -J "-�aQ--Q IJ DATE RECEIPT # DATE REC � o f yp /91-1hif Tf /2 -q .0[ fp j�- 9-6(-1P 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 11-7-01 Pursuant to GovswmeaKod 0, 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 theate 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) �1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ! / bk 5..b Building Department No. A.P. Number �"�� 7aO of S Jurisdiction: City County Property Owner u�Q. Property Location/Address Subdivision Lot No. Plans reviewed by school Uistnct District Identification No. G �� PURYAT, I)M Eleb School District certifies that (Applicant) .3079 6GX42r. e (Street Address) (Phone Number) _ 13v ge lea 11 Yg s� s (City) (State) (Zip Code) �) has complied with the requirements of Resolution No. �U "� by payment of $ —C7— representing S—✓.7 9 sq are feet. AB 2926 S -.FULL MITIGATION $ , r School District Representative `' y I Date f" Paid by Check # Remarks: 0 UM VE D - F.2 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with ,, (7 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 (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.x(s (10199)dmm :r Residential Development Sq. Footage No oLiving Mobile Home Addition/ Supplemental to (Group ) Units Installation i Conversion {'W(No Permit # foundation.inspection +`' :.. �'=,,_ :: • ; �.._ r' Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date Plans reviewed by school Uistnct District Identification No. G �� PURYAT, I)M Eleb School District certifies that (Applicant) .3079 6GX42r. e (Street Address) (Phone Number) _ 13v ge lea 11 Yg s� s (City) (State) (Zip Code) �) has complied with the requirements of Resolution No. �U "� by payment of $ —C7— representing S—✓.7 9 sq are feet. AB 2926 S -.FULL MITIGATION $ , r School District Representative `' y I Date f" Paid by Check # Remarks: 0 UM VE D - F.2 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with ,, (7 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 (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.x(s (10199)dmm :r � 'n.4'� ...ae,�-•+�"�4`r1'Y` •' i ""'r. �.'�J` 5 t+�-1.f-w �i�'`'rif` 1,•' I f'�i a.7' a+ar� ��.'i •r�ra�`:..0 • 5..: ` .,:i.FUhc�.+:.�j; �.:.`r..�" : �j i••:.,�.•1:.'rh � �,- : � .,;.� at `"" "..''�"%rd'✓a°�,'..t"ia'7- BUTTE COUNTY PARK FACILIT,Y'FEE.'PAYMENT CERTIFICATION FORM DURHAM RECREATION AND�PARK DISTRICT Assessor Parcel Number (s): /� / - y 015 Property Owner (s): Project Location/Address: 0 % Subdivison Name: Assessable Square Footage: !Z Type of Residential Development (check one): I�Cti New Development Comments:VI ❑Alteration/Addition.❑ Mobile Home (s) ❑ Non Residential to Residential ,�..:y,/_--.�.., ,�'-�•�� ��-:.,�.Tl'. � .. "' ��'1 ''sir• r .,rar�6�-.r��� r o ,..� ..-y,:s:� ..,� .. M Building Division Rep esentative Date Durham Recreation and Park District (DRPD) certifies that rit+3usb Applicant Name o? -7 Street cla r k, RJ 09 8 - 01-60 Applicant Phone Number- 7(Jf�, U I(e,-/ City State Zlp 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 $ Iva 01 [� RPD Representative Date l 1C' PAID BY CHECK No.: BANK No.: PAID BY CASH: RECEIPT No.: Remarks: NO fee due • D W 6 V) r)!� tijQS loa i It bei , ua,�IL -�ccc i l i+ v Fee's were 16112 lenVaff& in (a)g 3. DISTRIBUTION: WHITE -.APPLICANT PINK - DRPD YELLOW -BUTTE CO. BUILDING DIVISION Insulation Certificate BUILDING OWNER: I xk-: BU DING LOCATION: -SO Description of Installation ROOF Material Thickness (inches) BUILDING PERMIT #: Brand Name Thermal Resistance (R -Value) CEILINGA� / Bau or Blanket T �tp Brand Name dGVeNS An✓Imi Thickness ('inches) : G '' ermal Resistance.(R-Value) Loose Fill Type 2, o i brand Name 6wB� Contractor's minimum installed weightlh lb Minimum thickness �� inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) O(EXTERIOR WALL Material Z e Mee Brand Name Thickness (inches) l '� Thermal Resistance (R -Value) — RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) _ FOUNDATION WALL Material Thickness (inches) Declaration Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Wrmal 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 Administradve Code. I&I 44K 2ci4— i __/ =ter (Builder) V;Aamre and Tide Sub-Contrsctor (Insulation Installer) Signature and Title License Number Date 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 E.H. USE ONLY StaII Pian Adtechad \ Raw Man Anschad�— '�mna TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance aja�b,� -�) ,�z av-, 4 1 - q�), -- r�;- Owner Location AP# Plan Approved for: Sewage Disposai� Water Su ly: Publi Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: �oj ct�, I IN ( � 0A ZZ2 _qV_ Environmental Health Specialist 8/96 Date NOTE:—All Material,- & Workmanship Shall Be in Accordonre w4h"\R ro,7--n;zed Good Practices and of a quolifv fc.- he Specified use in the ? -m Building, Numbin Mechanical Codes and i the National Electrical Co PLANNING DIVISION -BUILDING PLAN APPROVAL Use:— Date: 0 Parking: Landscaping: -2 1.16iher: � L) A3' Signature: A setback of t. from the 1!. property lines end a setback from t 1! of 50 ft. f r he road cent--dine,shall bie C* r of. structures or eqkji'pq;rbnt except for a 2 ft. eavq bverh-ang. This st-f of plans and specifications MUST be y017; C':! 1!10 iok at 01! fimr.s and if is tmlawfuh.,o` irnnos or 0!f�r-:`,_ns on same wit v1! -i, *01r "CN_11:Wcn from fi-.-,, Dcpari-m.ent of Public -AT- Works, Counfy of Butte. a's h 0�, jed �s a. 3UnT TME jUJLDING DEPA7ME.%� v T-_ i 0 DrI-j NOTE:—All Materials & Workmanship Shall Be in .accordance v+ith"\R Good Practices and of a quality for 1*6 Specified use in the Uniform Building, Numbin & Mechanical Codes and the National Electrical Co _F= ca wC O0 c (L E am c .w t l0'r A setback of >dvl. from the property lines nd a setback of 50ft. from t! road centerline shall Le clear of structures or egluipment except for a 2 ft. eave overhang. t AP ll This sof of plans and specifications MUST be kc"f nn at All finis and it is 1H114W h�0; ' • r.-...� _ ,..; :•-:.'•�^q^s cr rylt,.....•:ons on same without:;;; �;'�:`;"�::�:..:" ;�,. w-i"I-r-Cr9l.v!cn urrom f!�e DcoaH-ment of Public =� Works, County of Butte.z� O & rhQjv w SOUTH ELEVA7-10N Ay-/ AIN 0111f r. r.. a [t:-3.Ft;.• 0 CL Q V j Q w I � 1 c 9c <3 Q, C".& QC c QC Qz Ic Q rl ROOF SRTNC.. a xG F,qcrzC juz SET-N-,QRJ�C� AR * srR.Rn. (."' GRAS s ZATTs ZR -r- STORAGE RM. S ID/NG fr P! D: ExrEeiCcZ G. TRussFs �� fq lb 9" /?Ram covr � _{ Z.. ( C CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: BUSBY Run: 546 16 -May -01 Project Address: 3077 CLARK RD BUSBY BUTTE VALLEY Building Title: BUSBY Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: 497 ft2 Average Ceiling Height: 8'0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 0 deg (North) Glazing Area, % of Floor Area: 16.5% Average Fenestration U-Value:0.48 Average Fenestration SHGC: 0.68 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti --------------------------------------------- ------------------------- Slab 497 Yes Grade / . Cavity Sheathing Component Insul Insul Total Assembly Type --------------- R -value R -value R -value U -value Location/Comments Door -------- 0 -------- -- -------- 3.03 -------- 0.330 ----------------------- Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Unconditioned Wall 13 0 11.36 0.088 Unconditioned Wall 13 0 11.36 0.088 Outside Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0.756 Outside Slab Perimeter 0 0 0 0.507 Unconditioned FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti --------------------------------------------- ------------------------- Slab 497 Yes Grade / . CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- BUSBY Run: 546 16 -May -01 FENESTRATION None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Area U- Energy Interior Exterior Overhang Orientation (ft2) value Panes (gal) Shading Shading and Fins ----------------- Window North ----- 20.1 ----- ----- 0.480 2 ---------- Standard ---------- BugScrn -------- None Window North 38.0 0.480 2 Standard BugScrn None Window West 6.0 0.480 2 Standard BugScrn None Window South 18.1 0.480 2 Standard BugScrn None THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type Htrs Factor (gal) Standard—Gas Standard StandardGas ----------------- Storage gas ---- 1 ------ 0.53 ------ 50 WATER HEATING SYSTEMS MISC System Name ------------ Standard—Gas Solar savings fraction ------------- Solar system type ------------ WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE ---------------------- ---- StandardGas 76% -- Rated Input (kBtuh) 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Wood stove Wood stove boiler? boiler pump? No No Pilot Standby Tank Light Loss R -value (Btuh) Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- BUSBY Run: 546 16 -May -01 SPECIAL FEATURES, REMARKS, AND NOTES 2. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 3. Heating duct register location: Ceiling. 4. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, Remarks, and Notes section. DESIGNER OR OWNER BRETT BUSBY OWNER 530.894.5590 DOCUMENTATION AUTHOR SCOTT JACKSON EVERGREEN DEVELOPMENT 24-C HANOVER LN Chico Cal. 530-894-5590 Certific tion #: _ Signed Date Sighed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date Is COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: BUSBY Run: 546 16 -May -01 Project Address: 3077 CLARK RD BUSBY BUTTE VALLEY Building Title: BUSBY Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 31.05 Space Cooling 23.22 Water Heating 37.79 Total Wall 92.06 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 497 3976 OPAQUE SURFACES Surface Area Type ---------- (ft2) ------ Zone = HOUSE Door 18.1 Wall 133.9 Wall 282.0 Wall 11.8 Wall 136.0 Proposed Design --------------- 32.45 20.87 37.30 -------- Complies 90.61 Yes 497 ft2 8'0" ft -in SFD Single Family Detached 0 deg (North) 16.5% 0.48 0.69 1.0 .0 1 Slab on grade 1 3976 ft3 497 ft2 Type ------------- Conditioned Vent Thermostat Height Type (ft) CEC Standard 21011 U- Insl Total Tru Slr Construction value Rval Rval Azm Tlt Gns Type Location/Comments ----- ---- ----- --- --- --- ------------ -------------------- 0.330 0 3 180 90 Yes 2868MTL Outside 0.088 13 11 0 90 Yes W13.2x4.16 Outside 0.088 13 11 270 90 Yes W13.2x4.16 Outside 0.088 13 11 180 90 Yes W13.2x4.16 Outside 0.088 13 11 180 90 No W13.2x4.16 Unconditioned / . COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- BUSBY Run: 546 16 -May -01 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Glazing Slr Construction Exterior Ext Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------------ Location/Comments -------------------- Wall 184.0 0.088 13 11 90 90 No W13.2x4.16 Unconditioned Wall 112.0 0.088 13 11 90 90 Yes W13.2x4.16 Outside Floor 497.0 -- 0 -- -- 180 No Slab140C Grade Ceiling 497.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) ----------- -------- ------ ----- ------ Zone = HOUSE Exposed 80'0" 0.756 0 16 Exposed 39'0" 0.507 -- -- FENESTRATION SURFACES Location/Comments ---------------------------------- Outside Unconditioned GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing Glazing Fenestration Exterior Ext Area Tru Panes value SHGC See notes ----- ----- ---------------- Open Frame Charactr Name -------------- Type ---- (ft2) ----- Azm --- Tlt --- Type ------- Type -------- Name Comments Zone = HOUSE ------------ ---------------- FRTG1 Wind 20.1 0 90 Hinged Wood CLEARTEMPERED FRTG2 Wind 14.0 0 90 Slider Vinyl _D CLEAR FRTG3 Wind 24.0 0 90 Slider Vinyl _D CLEAR RTG1 Wind 6.0 270 90 Slider Vinyl _D CLEAR D BG1 Wind 18.1 180 90 Hinged Wood CLEAR_D GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name ------------ Type --------- Panes value SHGC See notes ----- ----- ---------------- Shade ------ Shade Type Shade ---------- CLEAR_D Clear 2 0.480 0.700 Standard 0.680 ------ BugScrn 0.757 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ ------ ------ ------ --------- --------- --------- None COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: BUSBY Run: 546 16 -May -01 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = HOUSE GasFurn.78 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic' R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name Heater Type Htrs Factor (gal) Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.53 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system System Name fraction type ------------ ------------- ------------ Standard Gas -- -- Wood stove boiler? No Wood stove boiler pump? ------------- No COMPUTER METHOD SUMMARY Page 4 C -2R Project -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Title: BUSBY Run: 546 16 -May -01 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None Pipe Pipe run (ft) diam (in) ----------------- Insul Insul thck (in) R -value --------- ------- SPECIAL FEATURES, REMARKS, AND NOTES 1. 2. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 3. Heating duct register location: Ceiling. 4. Cooling duct register location: Ceiling. STRUCTURAL CALCULATIONS RCE Job #99.043 Calculation Index: • Gravity Loads for Evergreen Development Busby Additon 3077 Clark Rd., Butte Co. Page # • Layout 2 • Lateral Analysis LI — L4 • Timber Frame Analysis TF 1 — TF 10 • Timber Code Check TCI — TC5 • Joint Connnection Design JCI • Beam Analysis BI — B3 • Column Analysis Cl • Footing Analysis F 1 Revision Summary: Rev. 0 rI" 9lRev. 1 o F�. ms a a�FOF Initial Issue Added beam analysis, see pg B 1- B3. Added column analysis, see page C1. Added footing analysis, see page F1. These Calculations have been prepared for plans drawn by Evergreen Development for the above -indicated property. The results of the calculations have been incorporated on said plans. I ei ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com �1 Oo%TI0-% 1 R . L.E. -v". 0$3 bv) a cry P9 *,z RE\/. Q N D ITI OtJ I FS2 $3 ol IIII � Lam/ F� 1 -r,.AgEz FrzAm t (6L u s J SIE cwn,`-{Sls a WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 131 WoodWorks® Sizer 97d July 19, 1999 16:58:48 COMPANY I PROJECT R. C. E. I Busby Addition 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801, fax (530) 894-8805 1 email: cj@r-c-e.com I R. C. E. 99-043 DESIGN CHECK - NDS -1997 RoofJoist DESIGN DATA: --------------------------------------------------------------------------- --------------------------------------------------------------------------- material: Lumber -soft @ 24.0 (in) spacing lateral support: Top= Full Bottom= @Supports total length: 12.65 [ft] slope: -18.4 (deg] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC --------------------------------------------------------------------------- --------------------------------------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< --------------------------------------------------------------------------- --------------------------------------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Triangular 80 0.00 0.00 12.00 No 2 Constr. Triangular 128 --------------------------------------------------------------------------- 0.00 0.00 12.00 No --------------------------------------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 12.0 ft I^ ---------- ------------------- Dead I 360 188 Live I 515 253 Total I 874 441 B.Length I 1.0 1.0 --------------------------------------------------------------------------- --------------------------------------------------------------------------- ########################################################################### DESIGN SECTION: D.Fir-L, N0.2, 2x10 @ 3.296 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------------ Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear fv @d = 74 Fv' = 119 fv/Fv' = 0.62 Bending(+) fb = 1138 Fb' = 1423 fb/Fb' = 0.80 Live Defl'n 0.21 = L/724 0.63 = L/240 0.33 Total Defl'n 0.43 = L/350 0.84 = L/180 0.51 -------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# -------------------------------------------------------- Fb'+= 900 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ------------------------------ ADDITIONAL DATA ---------------------------------------------------------------- Bending(+): LC# 2 = D+C, M = 2029 lbs -ft Shear : LC# 2 = D+C, V = 826, V@d = 682 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow w=wind I=impact C=construction) (All LC's are listed in the Analysis output) ----------------------------------------------------------- DESIGN NOTES: --------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B2 WoodWorks® Sizer 97d COMPANY I PROJECT R. C. E. I Busby Addition 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801, fax (530) 894-8805 1 email: cj@r-c-e.com I R. C. E. 99-043 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft lateral support: Top= Full Bottom= @Supports total length: 19.50 [ft] slope: -18.4 [deg] Load Combinations: ICBO-UBC ----------------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< -------------------------------------------------------- Load I Type I Distribution 1 Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Trapezoidal 140 20.00 0.00 18.50 No 2 Constr. Trapezoidal 224 32.00 0.00 18.50 No ------------------------------------------------ MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------�----- 18.5 ft I" ---------- ------------------- Dead 1 1125 727 Live 1 1486 882 Total 1 2611 1610 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 6x12 @15.023 plf This section PASSES the design code check. ########################################################################### ----------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) -------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 51 Fv' = 106 fv/Fv' = 0.48 Bending(+) fb = 981 Fb' = 1094 fb/Fb' = 0.90 Live Defl'n 0.41 = L/565 0.65 = L/360 0.64 Total Defl'n 0.90 = L/260 1.30 = L/180 0.69 --------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ------------------------------------------------------------------ Fb'+= 875 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 ADDITIONAL DATA ----------------------- Bending(+): LC# 2 = D+C, M = 9907 lbs -ft Shear : LC# 2 = D+C, V = 2468, V@d = 2145 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: Please verify that the default deflection limits are appropriate for your application. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. SLOPED BEAMS: level bearing is required for all sloped beams. July 19, 1999 16:58:56 F] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B3 WoodWorks® Sizer 97d July 19, 1999 16:59:02 COMPANY I PROJECT R. C. E. I Busby Addition 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801, fax (530) 894-8805 1 email: cj@r-c-e.com I R. C. E. 99-043 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 12.00 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Triangular 0 40.00 3.00 12.00 No 2 Constr. Triangular 0 64.00 3.00 12.00 No 3 Dead Point 800 3.00 No 4 Constr. Point 900 3.00 No --------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------�-------12.0 ft I" ---------- ------------------- Dead 1 725 415 Live 1 747 441 Total 1 1472 856 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 8x8 @13.361 plf This section PASSES the design code check. ########################################################################### ------------------------------------ SECTION vs. DESIGN CODE (stress=psi, deflection=in) ---------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 39 Fv' = 106 fv/Fv' = 0.37 Bending(+) fb = 743 Fb' = 875 fb/Fb' = 0.85 Live Defl'n 0.14 = <L/999 0.40 = L/360 0.36 Total Defl'n 0.35 = L/413 0.60 = L/240 0.58 ---------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ------------------------------------------------------------------ Fb'+= 700 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 ADDITIONAL DATA --------------------- Bending(+): LC# 2 = D+C, M = 4356 lbs -ft Shear : LC# 2 = D+C, V = 1472, V@d = 1464 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: ----------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. -F�cl F] Woodworks® Sizer SOFTWARE FOR WOOD DESIGN C1 WoodWorks® Sizer 97d COMPANY I PROJECT R. C. E. I Busby Addition 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801, fax (530) 894-8805 1 email: cj@r-c-e.com I R. C. E. 99-043 DESIGN CHECK - NDS -1997 Column DESIGN DATA: type: pinned base, Loadface = width(b) material: Timber -soft Ke x Lb: 1.00 x 16.00= 16.00 (ft] Ke x Ld: 1.00 x 16.00= 16.00 [ft] total length: 16.00 (ft] Load Combinations: ICBO-UBC INPUT LOADS (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Axial 2600 (Eccentricity = 1.0 in) 2 Constr. Axial 3500 (Eccentricity = 1.0 in) ########################################################################### DESIGN SECTION: D.Fir-L, No.l, 8x8 @13.361 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) -------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Axial fc = 112 Fc' = 615 fc/Fc' = 0.18 Combined (axial + eccentric moment) Eq.15.4-2 = 0.10 Axial Bearing fg = 112 Fg' = 1850 fg/Fg' = 0.06 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fc' = 1000 1.25 1.00 1.00 E' = 1.6 million 1.00 1.00 Fg' = 1480 1.25 1.00 --------------------------------- --------------------------------- ADDITIONAL DATA 1.00 (Cp = 0.492) 2 0 2 Axial LC# 2 = D+C, P = 6314 lbs Eq.15.4-2 Crit.LC#= 2 CD= 1.25 Fb'= 1500 FcE= 734 Pxe/S=fc(6xe/d)= 87 (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. July 20, 1999 09:58:56 . l Foot2000 ver. 1.0, Copyright 1999 - Spyder Software 7/20/99 10:15:04 AM Fog F 1 Company Info I Project Info R. C. E. (Project: Busby Addition 336 Broadway; Suite 7 (Location: Chico, CA, 95928 1 Phone: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: E-mail: cj@r-c-e.com (Footing Id: F1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.00 in. Steel Ultimate Strength, Fy........................................ 40.00 ksi Column Size ........................................................ 5.50 in. by 5.50 in. Gravity Only Soil Bearing Strength ................................. 1.00 ksf FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Longitudinal Bottom Reinforcement Required for Strength............ Longitudinal Bottom Temperature and Shrinkage Steel ................ Transverse Bottom Reinforcement Required for Strength .............. Transverse Bottom Temperature and Shrinkage Steel .................. Gravity Only Soil Bearing .......................................... LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.4D + 1.7L 3.00 ft. 3.00 ft. 18.00 in. 6.25 psi. .38 psi. .06 sq. in. (1-#4) 1.06 sq. in. (6-#4) .06 sq. in. (1-#4) 1.03 sq. in. (6-#4) .75 ksf UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.60 0.00 0.00 Live Load 3.50 0.00 0.00 X __-] Cover STRUCTURAL CALCULATIONS RCE job #99.043 Calculation Index: • Gravity Loads for Evergreen Development Busby Additon 3077 Clark Rd., Butte Co. Page # • Layout 2 • Lateral Analysis LI — L6 • Timber Frame Analysis TF 1 — TF 10 • Timber Code Check TCI — TC5 • joint Connnection Design JCI • Beam Analysis BI — B3 • Column Analysis C1 • Footing Analysis F 1 Revision Summary: Rev. 0 Initial Issue Rev. 1 "ssio� Added beam analysis, see pg B I - ogtq A� B3. Added column analysis, see page C1. Added footing analysis, v 3Fi692 see page F1. Rev. 2 3„31 Added Lateral Analysis for tD Cl 1.►. `Q gTFO Addition, pg L 1-L6. CA��E��� These Calculations have been prepared for plans drawn by Evergreen Development for the above -indicated property. The results of the calculations have. been incorporated on said plans. ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 Chico, CA 95928 (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com OPITtO-% REFI. GEAl Le bl j 4=041, 11 M L \ N i> In O► -,1 FrzAnn c SEE Aan.`�(si s M, 08/19/99 - Lateral Analysis - Busby Addition - R.C.E. Job 99-043 UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I IWUJ ni w IWR [)WR r)1 R C)PR P= P= P= P= P= P= 7.1 4.5 2.7 8.0 6.2 6.2 psf 0 to 1 8 2. 8. -6-.T-6.8 psf to 20 8.3 5.2 -7-7-7.3 psf 20 to 2 Ce = 0.76 @ 25 to 30' psf to Ce = 0.95 @ 40 to 60' psf to 47- ,75-.7,-T.8 .1 -127- 9. p 40 to 6 Wind Loading @ Roof @ Wall Lines 1-2 @N. of A, S.ofC Mean Roof Height = 13.5 feet Uplift Pressure = 6.2 psf Wind Loading @ Roof @ Wall Lines 2-3, A -C Mean Roof Height = 13.5 feet Uplift Pressure = 6.2 psf Wind Speed: 75 mph Exposure: B where; 4.50 Ce = 0.62 @ 0 to 15' Ce = 0.67 @ 15 to 20' Ce = 0.72 @ 20 to 25' Ce = 0.76 @ 25 to 30' Ce = 0.84 @ 30 to 40' Ce = 0.95 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall Tributary Normal Cq = 0.3 (IWR) Inward @ Windward Roof 4.50 feet @ 7.1 psf = Cq = 0.9 (OWR) Outward @ Windward Roof 7.7 psf = 4.50 feet @ Cq = 0.7 (OLR) Outward @ Leeward Roof feet @ 2.7 psf = 5.00 Cq = . 0.7 (OPR) Outward @ Parallel To Ridge @ 0 to 15' cis = 14.4 psf I = 1.00 Importance Factor Roof Slope = 4 Rise to 12 Horiz. Tributary Normal Resultant Horizontal Area Pressure Force 0.00 feet @ 7.1 psf = 0 lbs. (IWW) @ 0 to 15' 0.00 feet @ 7.7 psf = 0 lbs. (IWW) @ 15 to 20' 0.00 feet @ 4.5 psf = 0 lbs. (OLW) @ 0 to 15' 5.00 feet @ 2.7 psf = 13 lbs. (IWR) @ 0 to 15' 5.00 feet @ 6.2 psf = 31 lbs. (OLR) @ 0 to 15' Fp = 45 Of - horiz. Tributary Normal Area Pressure 4.50 feet @ 7.1 psf = 0.00 feet @ 7.7 psf = 4.50 feet @ 4.5 psf = 5.00 feet @ 2.7 psf = 5.00 feet @ 6.2 psf = Resultant Horizontal Force 32 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @ 15 to 20' 20 lbs. (OLW) @ 0 to 15' 13 lbs. (IWR) @ 0 to 15' 31 lbs. (OLR) @ 0 to 15' _ 1 97 plf - horiz. 08/19/99 - Lateral Analysis - Busby Addition - R.C.E. Job 99-043 �G1 LZ ZL UBC Seismic Loads - Static Force Procedure V= (Z•1•C/Rw)•W where; Z = 0.3 Zone 3 1 = 1.00 Importance Factor p= 0.206 -W C = 2.75 maximum RW = 4.0 W = Building Weight Seismic Roof Loading Tributary Weights = 49.00 feet of Roof @ 10.00 psf @ Lines 1-2 0.00 feet of Ext. Wall @ 10.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 101 p - oriz. Seismic Roof Loading Tributary Weights = 49.00 feet of Roof @ 10.00 psf @ Lines 2-3 9.00 feet of Ext. Wall @ 10.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 120 p - onz. Seismic Roof Loading Tributary Weights = 83.00 feet of Roof @ 10.00 psf @ Lines A -C 9.00 feet of Ext. Wall @ 10.00 psf 18.00 feet of Int. Wall @ 10.00 psf V = 22 p - oriz. Seismic Roof Loading Tributary Weights = 74.00 feet of Roof @ 10.00 psf @ Lines North of Line A 0.00 feet of Ext. Wall @ 10.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 153 p - horiz. Seismic Roof Loading Tributary Weights = 88.00 feet of Roof @ 10.00 psf @ Lines South of Line C 0.00 feet of Ext. Wall @ 10.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 18 p - onz. 08/19/99 - Lateral Analysis - Busby Addition - R.C.E. Job 99-043 'P,I L--4 Lateral Load Summary 1 st Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case 1 6.00 101 45 0.607 0.268 Seismic Controls 2 -West Side 6.00 101 45 0.607 0.268 Seismic Controls 2 -East Side 6.50 120 97 0.778 0.630 Seismic Controls A -North Side 8.00 153 45 1.221 0.357 Seismic Controls A -South Side 8.00 227 97 1.815 0.775 Seismic Controls B -North Side 8.00 227 97 1.815 0.775 Seismic Controls B -South Side 8.00 227 97 1.815 0.775 Seismic Controls C -North Side 8.00 227 97 1.815 0.775 Seismic Controls C -South Side 6.00 153 45 0.916 1 0.268 Seismic Controls 08/19/99 - Lateral Analysis - Busby Addition - R.C.E. Job 99-043 SHEAR STRESSES AND SHEAR ANCHORAGE SUMMARY Wall ine ID Wall Loads Seismic Wind (kips) (kips) wait Length (feet) Wallrag Stresses (pif) Length (feet) Horizontal Diaphragm Lengths 8i Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (plf) (feet) (pif) South Side North Side East Side West Side A@ Roof Level A@ Foundation 1 @ Roof Level I@ Foundation 0.61 0.27 See STAAD III I Analysis n/a 49 12 n/a n/a n/a 2@ Roof Level 2@ Foundation 1.38 0.90 7n/a 82 n/a 49 16 49 12 0.500 0.818 1 48 inches o.c. Wall ine ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) Wallrag Stresses (plf) Length (feet) Horizontal Diaphragm Lengths K Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (plf) (feet) (pif) South Side North Side A@ Roof Level A@ Foundation 3.04 1.13 38.5 79 n/a 1 80 23 0.500 0.818 48 inches o.c. B@ Roof Level B@ Foundation 3.63 1.55 44.5 82 n/a 80 23 80 23 0.500 0.818 48 inches o.c. C@ Roof Level C@ Foundation 2.73 1.04 40.5 67 n/a 80 23 1 0.500 0.818 48 inches o.c. c�� 08/19/99 - Lateral Analysis - Busby Addition - R.C.E. Job 99-043 Wall ineateraLoad a a Applied orces pp ie orces esisting Resistive et Uplift Comments ID ' Load Type Height I Length Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (klf) (kips) (foot -kips) I (kif) (kips) (foot -kips) (kips) Simpson Products ere s are checked at both ends of a shear wall, the following convention is employed: At lettered wail lines, the West end is referenced first. At numbered wall lines, the North end is referenced first. 2 1.38 Seismic D w x POST 8t SSTB 16 A.B. 1st Level 8.00 4.00 4.92 0.072 0.49 1.108 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 0.90 Wind 8.00 5.00 3.99 0.072 0.60 0.678 PHD2 w/ DBL 2x POST 8z SSTB16 A.B. 8.00 4.00 3.19 0.072 0.38 0.702 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. A 3.04 Seismic w/ DBL 2xPOST8E SSTB16 A.B. 1st Level 8.00 5.00 3.16 0.072 0.77 0.478 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 9.00 5.68 0.072 2.48 0.356 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 3.50 2.21 0.072 0.37 0.524 PHD2 w/ DBL 2x POST 8c SSTB 16 A.B. 8.00 3.00 1.89 0.072 0.28 0.539 PHD2 w/ DBL 2x POST u SSTB 16 A.B. 8.00 9.50 5.99 0.072 2.76 0.340 PHD2 w/ DBL 2x POST u SSTB 16 A.B. 8.00 6.00 3.79 0.072 1.10 0.447 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 1.13 Wind 8.00 2.50 0.59 0.072 0.15 0.175 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 5.00 1.18 0.072 0.60 0.115 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 9.00 2.12 0.072 1.94 0.019 PHD2 w/ DBL 2x POST u SSTB 16 A.B. 8.00 3.50 0.82 0.072 0.29 0.151 PHD2 w/ DBL 2x POST u SSTB 16 A.B. 8.00 3.00 0.71 0.072 0.22 0.163 PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. 8.00 9.50 2.23 0.072 2.17 0.007 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 6.00 1.41 0.072 0.86 0.091 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 08/19/99 - Lateral Analysis - Busby Addition - R.C.E. Job 99-043 Wall ineatera Loada a Applied orces Applied orces esisting esisuve et p i Comments ID * Load Type Height Length Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (klf) (kips) (foot -kips) (klf) (kips) (foot kips) (kips) Simpson Products ere s are checked at of ends o a s ear wall, the following convention is employed: At lettered wall lines, the West end is referenced first. At numbered wall lines, the North end Is referenced first. 8 3.63 Seismic o Net pit. No HoldownRequired! 1 st Level 8.00 25.00 16.32 0.232 61.64 No Net Uplift! No Holdown Required! 1.55 Wind 8.00 19.50 0.100 24.44 0.232 29.41 No Net Uplift! No Holdown Required! 8.00 25.00 0.100 38.21 0.232 48.34 No Net Uplift! No Holdown Required! C 2.73 Seismic w x POST 8E SSTB 16 A.T_ 1st Level 8.00 2.75 1.47 0.072 0.23 0.449 PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. 8.00 4.00 2.13 0.072 0.49 0.411 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. 8.00 2.50 1.33 0.072 0.19 0.456 PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. 8.00 5.00 2.66 0.072 0.77 0.380 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 8.00 7.00 3.73 0.072 1.50 0.319 PHD2 w/ DBL 2x POST u SSTB 16 A.B. 8.00 17.00 9.06 0.072 8.84 0.013 PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. 1.55 Wind 8.00 2.75 0.83 0.072 0.18 0.236 PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. 8.00 2.75 0.83 0.072 0.18 0.236 PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. 8.00 4.00 1.21 0.072 0.38 0.206 PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. 8.00 2.50 0.76 0.072 0.15 0.242 PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. 8.00 5.00 1.51 0.072 0.60 0.182 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 8.00 7.00 2.12 0.072 1.18 0.134 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 8.00 17.00 5.14 0.072 6.94 No Net Uplift! No Holdown Required! STRUCTURAL CALCULATIONS RCE fob #99.043 for Evergreen Development Busby Additon 3077 Clark Rd., Butte Co. Calculation Index: Page # • Gravity Loads • Layout 2 • Lateral Analysis Ll — L4 • Timber Frame TF 1 — TF 10 Analysis • Timber Code TC 1 — TC5 Check • Joint ]CI Connnection Design; � RD ISS/19 � q- 038692 c E>�3-�r 10, cr is TFOF CA0 Revision Summary: Rev. 0 Initial Issue RECEIVED JUN 151999 SACRAMEN`I 'POWERS LINHARTASErE SOCIA7ES These Calculations have been prepared for plans drawn by Evergreen Development for the above -indicated property. The results of the calculations have been incorporated on said plans. ROBERTS CONSULTING ENGINEERING 336 Broadway Suite ##7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com 05/05/99 - Busby Addition - RCE job No. 99-043 Pg. 1 Gravity Loads: Roof Dead Load 15/32" OSB Ply. 1.7 psf Slope= 2x8 Rafters @ 24" o.c. 1.4 psf 4 Class "A" Fiberglass Shingles 5.0 psf to Misc. 1.4 psf 12 Total sloped 9.5 psf Total horiz 10.0 psf Total axial 3.0 psf Roof Live Load 11construction 20.0 psf ?u50'-( Aom%Tlopj. I R . G. E, c1q . o+-2, TrAgev- P94�2 ► a+Cra cLa rr, P I\c� r, � V t� O T�IGrS 1 FrzAm c ss, AAAA vYsi s r� (bL3 �o US I ) 05/13/99 - Lateral Analysis - Busby Addition - R.C.E. job 99-043 1 l-1 UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I IWW OLW IWR OWR OLR OPR p= p= p= p= p= p= Wind Speed: 75 mph Exposure: B where; 0.3 (IWR) Inward @ Windward Roof Ce = 0.62 @ 0 to 15' �ifi�•��S�ii[L"NAM � . . • . Ce = 0.72 @ 20 to 25' Wind Speed: 75 mph Exposure: B where; 0.3 (IWR) Inward @ Windward Roof Ce = 0.62 @ 0 to 15' Ce = 0.67 @ 15 to 20' Ce = 0.72 @ 20 to 25' Ce = 0.76 @ 25 to 30' Ce = 0.84 @ 30 to 40' Ce = 0.95 @ 40 to 60' Cg = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs = 14.4 psf I = 1.00 Importance Factor Roof Slope = 4 Rise to 12 Horiz. Wind Loading @ Roof Tributary Normal Resultant Horizontal @ Wall Lines 1 Area Pressure Force 0.00 feet @ 7.1 psf = 0 lbs. (IWW) @ 0 to 15' Mean Roof Height = 13.5 feet 0.00 feet @ 7.7 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 6.2 psf 0.00 feet @ 4.5 psf = 0 lbs. (OLW) @ 0 to 15' 5.00 feet @ 2.7 psf = 13 lbs. (IWR) @ 0 to 15' 5.00 feet @ 6.2 psf = 31 lbs. (OLR) @ 0 to 15' Fn =I 4S nlf - horiz. 05/05/99 - Lateral Analysis - Busby Addition - R.C.E. job 99-043 P L2 UBC Seismic Loads - Static Force Procedure V= (Z•I•C/Rw)•W where; Z = 0.3 Zone 3 1 = 1.00 Importance Factor p=r 0.206 •W C = 2.75 maximum RW = 4.0 W = Building Weight Seismic Roof Loading @ Lines 1 V = I 10 1 p - oriz. Tributary Weights = 49.00 feet of Roof @ 0.00 feet of Ext. Wall @ 0.00 feet of Int. Wall @ 10.01 psf 10.00 psf 10.00 psf 05/05/99 - Lateral Analysis - Busby Addition - R.C.E. job 99-043 Lateral Load Summary 1 st Level Loadings Wall Line Tributary Unit Loads Wall Loads Controlling ID Length Seismic Wind Seismic Wind Load Case (ft.) (p.l.f. (p.l.f.) (kips) kips 1 6.00 101 45 0.607 1 0.268 Seismic Controls 05/05/99 - Lateral Analysis - Busby Addition - R.C.E. Job 99-043 SHEAR STRESSES AND SHEAR ANCHORAGE SUMMARY Wall ine ID Wall Loads Seismic Wind (kips) (kips) Wall Length (feet) Wallrag Stresses (pin Length (feet) Horizontal Diaphragm Lengths 81 Stresses Sill Plate Shear Anchorage Bolt Dia. (in.) or Connector Type Capacity (kips) Spacing (feet) (pin (feet) (pif) East Side West Side 1 @ Roof Level 1@ Foundation 0.61 0.27 See STAAD III Analysis n/a 49 12 n/a n/a n/a W STRUCTURE DATA TYPE = SPACE MN/ELEM 3 13 14 6 1B 17 9 15 16 NJ = 1B NM = 23 NE = 0 NS = 0 NR J= 14 NL = 9 XMAX= 26.0 YMAX= B.0 ZMAX= .0 1 4 7 J=18,M=23 UNIT FEE POU S T A A O P 0 S T- P L O T (REV. 22.3 ) DATE: MAY 20, 1999 TITLE: BUSBY PORCH FRAME 4,) STRUCTURE DATA TYPE = SPACE MN/ELEM 9 10 11 12 13 14 1S 16 17 NJ = 19 19 2t 23 NM = 23 NE = 0 /2/2 4 0 6 2 NS = 0 NR J= 14 NL = 9 XMAX= 26.0 YMAX= 8.0 ZMAX= .0 1 3 5 J=19,M=23 UNIT FEE POU S T A A D P 0 S T— P L O T ( REV o 22. 3 ) DATE: MAY 20, 1999 TITLE: BUSBY PORCH FRAME r� User ID: R. C. E. PAGE NO. ************************************************** * * * S T A A D - III * Revision 22.3 * Proprietary Program of * Research Engineers, Inc. * Date= 10:31: 18999 * Time= 10:31:17 * * * USER ID: R. C. E. ************************************************** 1. STAAD SPACE BUSBY PORCH FRAME 2. INPUT WIDTH 79 3. PAGE LENGTH 66 4. UNIT INCHES KIP 5. JOINT COORDINATES 6. 1 .000 .000 .000 7. 2 .000 72.000 .000 8. 3 .000 96.000 .000 9. 4 104.000 .000 .000 10. 5 104.000 72.000 .000 11. 6 104.000 96.000 .000 12. 7 208.000 .000 .000 13. 8 208.000 72.000 .000 14. 9 208.000 96.000 .000 15. 10 312.000 .000 .000 16. 11 312.000 72.000 .000 17. 12 312.000 96.000 .000 18. 13 24.000 96.000 .000 19. 14 80.000 96.000 .000 20. 15 232.000 96.000 .000 21. 16 288.000 96.000 .000 22. 17 184.000 96.000 .000 23. 18 128.000 96.000 .000 24. MEMBER INCIDENCES 25. 1 1 2 26. 2 2 3 27. 3 4 5 28. 4 5 6 29. 5 7 8 30. 6 8 9 31. 7 10 11 32. 8 11 12 33. 9 3 13 34. 10 13 14 35. 11 14 6 36. 12 6 18 37. 13 .18 17 38. 14 17 9 39. 15 9 15 40. 16 15 16 41. 17 16 12 42. 18 2 13 43. 19 14 5 44. 20 5 18 45. 21 17 8 46. 22 8 15 47. 23 16 11 48. UNIT INCHES POUND 49. MEMBER PROPERTY AMERICAN BUSBY PORCH FRAME 50. 1 TO 8 18 TO 23 PRI YD 5.5 ZD 5.5 51. 9 TO 17 PRI YD 5.5 ZD 5.5 52. MEMBER RELEASE 53. 9 12 15 18 TO 23 START MY MZ 54. 2 4 6 8 11 14 17 TO 23 END MY MZ 55. UNIT FEET POUND 56. CONSTANT 57. DENSITY 34.2 ALL 58. UNIT INCHES POUND 59. CONSTANT 60. E 1.700E6 ALL 61. UNIT FEET POUND 62. SUPPORT 63. 1 4 7 10 PINNED 64. 3 6 9 12 TO 18 FIXED BUT FX FY MX MY MZ 65. LOAD 1 DEAD LOAD 66. MEMBER LOAD 67. 9 TO 17 UNI GY -60. 68. SELFWEIGHT Y -1. 69. LOAD 2 LIVE LOAD 70. MEMBER LOAD 71. 9 TO 17 UNI GY -120. 72. LOAD 3 SEISMIC 73. MEMBER LOAD 74. 9 TO 17 UNI X 23.46 75. LOAD 4 WIND 76. MEMBER LOAD 77. 9 TO 17 UNI X 10.38 78. LOAD 5 DL + LL 79. REPEAT LOAD 80. 1 1. 2 1. 81. LOAD 6 DL + EQ 82. REPEAT LOAD 83. 1 1. 3 1. 84. LOAD 7 DL + -EQ 85. REPEAT LOAD 86. 1 1. 3 -1. 87. LOAD 8 DL + W 88. REPEAT LOAD 89. 1 1. 4 1. 90. LOAD 9 DL + -W 91. REPEAT LOAD 92. 1 1. 4 -1. 93. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- User ID: R. C. E. -- PAGE NO. -2'-TF4 NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 18/ 23/ 14 ORIGINAL/FINAL BAND -WIDTH = 13/ 2 TOTAL PRIMARY LOAD CASES = 9, TOTAL DEGREES OF FREEDOM = 86 SIZE OF STIFFNESS MATRIX = 1376 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.06/ 2047.7 MB, EXMEM = 1964.4 MB ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 94. PDELTA 4 ANALYSIS ++ Processing Element Stiffness Matrix. 10:31:18 10:31:18 10:31:18 10:31:18 10:31:18 10:31:18 6 User ID: R. C. E. BUSBY PORCH FRAME -- PAGE NO. �'r'F5 ++ Processing Global Stiffness Matrix. 10:31:18 ++ Processing Triangular Factorization. 10:31:19 ++ Calculating Joint Displacements. 10:31:19 ++ Adjusting Displacements 10:31:19 ++ Adjusting Displacements 10:31:19 ++ Adjusting Displacements 10:31:19 ++ Adjusting Displacements 10:31:19 ++ Calculating Member Forces. 10:31:19 95. CHANGE 96. PLOT SECTION FILE 97. LOAD LIST ALL 98. START SCRIPT LANGUAGE 99. UNIT INCHES POUND 100. OPEN FILE MEMBFORC.WCK 101. WRITE HEADER 102. FORMAT='SECTION TYPE' 103. WRITE HEADER , 104. FORMAT='1, 23, VGT, D.FIR-L, NO. 1' 105. WRITE HEADER 106. FORMAT='MOISTURE' 107. WRITE HEADER 108. FORMAT='1, 23, MC>19a' 109. WRITE HEADER 110. FORMAT='LOAD CASE FACTORS' 111.. WRITE HEADER 112. FORMAT='1, 1, 0.9' 113. WRITE HEADER 114. FORMAT='2, 2, 1.25' 115. WRITE HEADER 116. FORMAT='3, 4, 1.33' 117. WRITE HEADER 118. FORMAT='5, 5, 1.25' 119. WRITE HEADER 120. FORMAT='6, 9, 1.33' 121. CLOSE 122. OPEN FILE MEMBFORC.WCK 123. FOR MEMB 1 TO 23 124. WRITE HEADER 125. FORMAT='MEMBER PROPERTIES' 126. WRITE PROP MEMB B D 127. FORMAT=I5,',',F10.2,',',F10.2 128. CLOSE 129. OPEN FILE MEMBFORC.WCK 130. FOR JOINT 1 TO 18 131. WRITE HEADER 132. FORMAT='JOINT COORD' 133. WRITE COORD JOINT 134. FORMAT=I4,',',F10.2,',',F10.2,',',F10.2 135. CLOSE 136. OPEN FILE MEMBFORC.WCK 137. FOR MEMB 1 TO 23 138. WRITE HEADER 139. FORMAT='MEMBER INCIDENCES' 140. WRITE MINC MEMB 141. FORMAT=I4,',',I5,',',I5 142. CLOSE 143.. OPEN FILE MEMBFORC.WCK 144. FOR MEMB 1 TO 23 145. FOR LOAD 1 TO 9 146. WRITE HEADER 147. FORMAT='INTERNAL FORCES' 148. WRITE BMO MEM LOA FX FY FZ MX MY MZ 149. FORMAT=I5,',',I5,',',F12.2,',',F12.2,',',F12.2,',',F12.2,',',F12.2,',',F12.2 150. CLOSE lk, User ID: R. C. E. BUSBY PORCH FRAME -- PAGE NO. 151. END SCRIPT 152. PRINT MEMBER FORCES LIST 18 19 20 21 22 23 User ID: R. C. E. .� BUSBY PORCH FRAME -- PAGE NO. -.5-TF 1 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 18 1 2 182.53 7.11 .00 .00 .00 .00 13 -168.16 7.26 .00 .00 .00 .00 2 2 301.87 -.22 .00 .00 .00 .00 13 -301.87 .22 .00 .00 .00 .00 3 2 -749.87 .57 .00 .00 .00 .00 13 749.87 -.57 .00 .00 .00 .00 4 2 -331.69 .11 .00 .00 .00 .00 13 331.69 -.11 .00 .00 .00 .00 5 2 484.15 6.63 .00 .00 .00 .00 13 -469.78 7.74 .00 .00 .00 .00 6 2 -574.59 7.86 .00 .00 ..00 .00 13 588.96 6.50 .00 .00 .00 .00 7 2 938.80 7.51 .00 .00 .00 .00 13 -924.43 6.86 .00 .00 .00 .00 8 2 -152.36 7.30 .00 .00 .00 .00 13 166.73 7.07 .00 .00 .00 .00 9 2 517.26 7.14 .00 .00 .00 .00 13 -502.89 7.23 .00 .00 .00 .00 19 1 14 494.54 7.27 .00 .00 .00 .00 5 -508.91 7.09 .00 .00 .00 .00 2 14 864.18 .27 .00 .00 .00 .00 5 -864.18 -.27 .00 .00 .00 .00 3 14 637.77 -.14 .00 .00 .00 .00 5 -637.77 .14 .00 .00 .00 .00 4 14 282.21 -.03 .00 .00 .00 .00 5 -282.21 .03 .00 .00 .00 .00 5 14 1358.60 7.86 .00 .00 .00 .00 5 -1372.97 6.51 .00 .00 .00 .00 6 14 1138.16 7.14 .00 .00 .00 .00 5 -1152.52 7.23 .00 .00 .00 .00 7. 14 -149.26 7.12 .00 .00 .00 .00 5 134.89 7.24 .00 .00 .00 .00 8 14 779.33 7.25 .00 .00 .00 .00 5 -793.70 7.12 .00 .00 .00 .00 9 14 209.71 7.24 .00 .00 .00 .00 5 -224.08 7.13 .00 .00 .00 .00 20 1 5 440.25 7.25 .00 .00 .00 .00 18 -425.89 7.12 .00 .00 .00 .00 2 5 745.98 .19 .00 .00 .00 .00' 18 -745.98 -.19 .00 .00 .00 .00 3 5 -337.81 .08 .00 .00 .00 .00 18 337.81 -.08 .00 .00 .00 .00 4 5 -149.49 .02 .00 .00 .00 .00 18 149.49 -.02 .00 .00 .00 .00 5 5 1186.42 7.67 .00 .00 .00 .00 18 -1172.05 6.70 .00 .00 .00 .00 6 5 100.30 7.18 .00 .00 .00 .00 18 -85.93 7.19 .00 .00 .00 .00 7 5 780.46 7.48 .00 .00 .00 .00 18 -766.09 6.89 .00 .00 .00 .00 User ID: R. C. E. • w BUSBY PORCH FRAME -- PAGE NO.-ErTFPj MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 8 5 289.81 7.20 .00 .00 .00 .00 18 -275.44 7.17 .00 .00 .00 .00 9 5 590.75 7.33 .00 .00 .00 .00 18 -576.38 7.03 .00 .00 .00 .00 21 1 17 425.89 7.12 .00 .00 .00 .00 8 -440.25 7.25 .00 .00 .00 .00 2 17 745.98 -.19 .00 .00 .00 .00 8 -745.98 .19 .00 .00 .00 .00 3 17 338.08 -.08 .00 .00 .00 .00 8 -338.08 .08 .00 .00 .00 .00 4 17 149.53 -.02 .00 .00 .00 .00 8 -149.53 .02 .00 .00 .00 .00 5 17 1172.05 6.70 .00 .00 .00 .00 8 -1186.42 7.67 .00 .00 .00 .00 6 17 766.08 6.89 .00 .00 .00 .00 8 -780.44 7.48 .00 .00 .00 .00 7 17 85.93 7.19 .00 .00 .00 .00 8 -100.30 7.18 .00 .00 .00 .00 8 17 576.39 7.04 .00 .00 .00 .00 8 -590.76 7.33 .00 .00 .00 .00 9 17 275.43 7.17 .00 .00 .00 .00 8 -289.80 7.20 .00 .00 .00 .00 22 1 8 508.91 7.09 .00 .00 `00 .00 15 -494.54 7.28 .00 .00 .00 .00 2 8 864.18 -.27 .00 .00 .00 .00 15 -864.18 .27 .00 .00 .00 .00 3 8 -637.95 .14 .00 .00 .00 .00 15 637.95 -.14 .00 .00 .00 .00 4 8 -282.23 .03 .00 .00 .00 .00 15 282.23 -.03 .00 .00 .00 .00 5 8 1372.96 6.51 .00 .00 .00 .00 15 -1358.59 7.86 .00 .00 .00 .00 6 8 -134.87 7.24 .00 .00 .00 .00 15 149.24 7.13 .00 .00 .00 .00 7 8 1152.52 7.23 .00 .00 .00 .00 15 -1138.15 7.14 .00 .00 .00 .00 8 8 224.08 7.12 .00 .00 .00 .00 15 -209.71 7.25 .00 .00 .00 .00 9 8 793.69 7.12 .00 .00 .00 .00 15 -779.32 7.25 .00 .00 .00 .00 23 1 16 168.17 7.25 .00 .00 .00 .00 11 -182.53 7.11 .00 .00 .00 .00 2 16 301.87 .22 .00 .00 .00 .00 11 -301.87 -.22 .00 .00 .00 .00 3 16 749.04 -.56 .00 .00 .00 .00 11 -749.04 .56 00 .00 .00 .00 4 16 331.53 -.11 .00 .00 .00 .00 11 -331.53 .11 .00 .00 .00 .00 5 16 469.79 7.72 .00 .00 .00 .00 11 -484.16 6.65 .00 .00 .00 .00 6 16 924.46 6.87 .00 .00 .00 .00 11 -938.82 7.50 .00 .00 .00 .00 User ID: R. C. E. ` BUSBY PORCH FRAME -- PAGE NO. MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z 7 16 -588.93 6.49 .00 11 574.56 7.88 .00 8 16 502.87 7.23 .00 11 -517.24 7.14 .00 9 16 -166.71 7.06 .00 11 152.35 7.31 .00 TORSION .00 .00 .00 .00 .00 .00 ************** END OF LATEST ANALYSIS RESULT ************** 153. PRINT SUPPORT REACTIONS LIST 1 4 7 10 ly�4 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 I User ID: R. C. E. w BUSBY PORCH FRAME - PAGE NO. _-& SID SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 1 1 30.99 315.67 .00 .00 .00 .00 2 53.36 428.24 .00 .00 .00 .00 3 -133.13 -226.43 .00 .00 .00 .00 4 -58.75 -100.17 .00 .00 .00 .00 5 84.30 743.88 .00 .00 .00 .00 6 -102.63 87.11 .00 .00 .00 .00 7 163.29 544.13 .00 .00 .00 .00 8 -27.97 214.55 .00 .00 .00 .00 9 89.69 416.76 .00 .00 .00 .00 4 1 -12.14 733.64 .00 .00 .00 .00 2 -20.90 1131.76 .00 .00 .00 .00 3 -172.16 116.14 .00 .00 .00 .00 4 -76.26 51.37 .00 .00 .00 .00 5 -32.98 1865.43 .00 .00 .00 .00 6 -183.81 851.20 .00 .00 .00 .00 7 160.22 616.17 .00 .00 .00 .00 8 -88.18 785.64 .00 .00 .00 .00 9 64.04 681.66 .00 .00 .00 .00 7 1 12.14 733.64 .00 .00 .00 .00 2 20.90 1131.76 .00 .00 .00 .00 3 -172.83 -116.06 .00 .00 .00 .00 4 -76.39 -51.36 .00 .00 .00 .00 5 32.98 1865.42 .00 .00 .00 .00 6 -160.22 616.17 .00 .00 .00 .00 7 183.82 '851.18 .00 .00 .00 .00 8 -64.04 681.65 .00 .00 .00 .00 9 88.18 785.64 .00 .00 .00 .00 10 1 -30.99 315.67 .00 .00 .00 .00 2 -53.36 428.24 .00 .00 .00 .00 3 -131.84 226.34 .00 .00 .00 .00 4 -58.49 100.16 .00 .00 .00 .00 5 -84.30 743.89 .00 .00 .00 .00 6 -163.29 544.14 .00 .00 .00 .00 7 102.63 87.13 .00 .00 .00 .00 8 -89.69 416.76 .00 .00 .00 .00 9 27.97 214.56 .00 .00 .00 .00 ************** END OF LATEST ANALYSIS RESULT ************** 154. FINISH *************** END OF STAAD-III *************** **** DATE= MAY 20,1999 TIME= 10:31:19 **** ********************************************************* * For questions on STAAD-III, contact: * Research Engineers, Inc at * West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * * East Coast: Ph -•(508) 688-3626 Fax- (508) 685-7230 * ********************************************************* 1991 NDS Code Check - WOODCheck ver. 2.0 5/20/99 10:37:09 AM P,-r�'i Company Info Project Info R. C. E. Busby Addition 336 Broadway Suite 7 - Chico, CA 95928 3077 Clark Rd., Butte Co. Phone: (530) 894-8801 Evergreen Development Fax: (530) 894-8805 99.043 E-mail: cj@r-c-e.com ID# Material Size Species Grade Pass Fail ------------------------------------------------------------------------------------ 1 Visually Graded Timbers 6x6 D.FIR-L NO. 1 Pass 2 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 3 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 4 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 5 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 6 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass ------------------------------------------------------------------------------------ 7 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 8 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 9 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 10 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 11 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass ------------------------------------------------------------------------------------ 12 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 13 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 14 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 15 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 16 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass ------------------------------------------------------------------------------------ 17 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 18 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 19 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 20 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 21 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass ------------------------------------------------------------------------------------ 22 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 23 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass P,-r�'i IP9 Tc- Z 1991 NDS Code Check - WOODCheck ver. 2.0 5/20/99 10:37:20 AM Company Info Project Inf R. C. E. Busby Addition 336 Broadway Suite 7 - Chico, CA 95928 3077 Clark Rd., Butte Co. Phone: (530) 894-8801 Evergreen Development Fax: (530) 894-8805 99.043 E-mail: cj@r-c-e.com -------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------- Member #: 1 6x6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) fvx/Fvx' fvy/Fvy'Ift/Ft'Ifc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.07 0.02 0.01 0.07 0.07 P 2 0.08 0.02 0.01 0.08 0.09 P 3 0.20 0.22 0.06 0.01 0.22 0.22 P 4 0.09 0.10 0.03 0.00 0.10 0.10 P 5 0.13 0.04 0.02 0.13 0.14 P 6 0.15 0.17 0.05 0.00 0.17 0.17 P 7 0.24 0.07 0.02 0.24 0.25 P 8 0.04 0.05 0.01 0.01 0.05 X0.05 P 9 0.13 0.04 0.01 0.13 0.13 P -------------------------------------------------------------------------------------- Member #: 2 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy'Ift/Ft'Ifc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.07 0.06 0.07 0.07 P 2 0.09 0.07 0.09 0.09 P 3 0.22 0.17 0.22 0.22 P 4 0.10 0.08 0.10 0.10 P 5 0.15 0.12 0.01 0.15 0.15 P 6 0.17 0.14 0.01 0.17 0.17 P 7 0.27 0.22 0.27 0.27 P 8 0.05 0.04 0.05 0.05 P 9 0.15 0.12 0.15 0.15 P -------------------------------------------------------------------------------------- Member #: 3 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy' ft/Ft' fc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -----------------------------------------------------------------------------=-------- 1 0.03 0.03 0.03 0.03 0.03 P 2 0.03 0.04 0.04 0.04 0.04 P 3 0.26 0.28 0.08 0.28 0.28 P 4 0.11 0.12 0.03 0.12 0.12 P 5 0.05 0.06 0.02 0.06 0.06 0.06 P 6 0.27 0.30 0.08 0.03 0.30 0.31 P 7 0.24 0.07 0.02 0.24 0.24 P 8 0.13 0.15 0.04 0.02 0.15 0.15 P 9 0.10 0.03 0.02 0.10 0.10 P -------------------------------------------------------------------------------------- Member #: 4 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy' ft/Ft' fc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.03 0.02 0.03 0.03 P 2 0.04 0.03 0.04 0.04 P 3 0.28 0.23 0.28 0.28 P 4 0.12 0.10 0.13 0.12 P 5 0.06 0.05 0.06 0.06 P 6 0.30 0.25 0.31 0.30 P 7 0.26 0.21 0.26 0.26 P 8 0.15 0.12 0.15 0.15 P 9 0.11 0.09 0.11 0.11 P -------------------------------------------------------------------------------------- Member #: 5 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bendingfb/Fb' Shear Tens. Com Combined LC x(+) x( - y(+) y() Ifvx/Fvx' fvy/Fvy'Ift/Ft'Ifc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.03 0.03 0.03 0.03 P 2 0.03 0.04 0.03 0.04 P 3 0.26 0.28 0.08 0.28 0.28 P 4 0.11 0.12 0.03 0.13 0.12 P 5 0.05 0.02 0.06 0.05 0.06 P 6 0.24 0.26 0.07 0.02 0.26 0.27 P 7 0.27 0.08 0.03 0.27 0.28 P 8 0.10 0.11 0.03 0.02 0.11 0.11 P 9 0.13 0.04 0.02 0.13 0.13 P -------------------------------------------------------------------------------------- Member #: 6 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) fvx/Fvx' fvy/Fvy'Ift/Ft'Ifc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.03 0.02 0.03 0.03 P • ... . Fl� TG 3 2 0.04 0.03 0.04 0.04 P 3 0.28 0.23 0.28 0.28 P 4 0.12 0.10 0.12 0.12 P 5 0.06 0.05 0.06 0.06 P 6 0.26 0.21 0.26 0.26 P 7 0.30 0.25 0.31 0.30 P 8 0.11 0.09 0.11 0.11 P 9 0.15 0.12 0.15 0.15 P -------------------------------------------------------------------------------------- Member #: 7 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) fvx/Fvx' fvy/Fvy'Ift/Ft'Ifc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.07 0.07 0.02 0.01 0.07 0.08 P 2 0.08 0.09 0.02 0.01 0.09 0.09 P 3 0.20 0.22 0.06 0.22 0.22 P 4 0.09 0.10 0.03 0.10 0.10 P 5 0.13 0.15 0.04 0.02 0.15 0.15 P 6 0.24 0.27 0.07 0.02 0.27 0.27 P 7 0.15 0.05 0.15 0.15 P 8 0.13 0.15 0.04 0.01 0.15 0.15 P 9 0.04 0.01 0.04 0.04 P -------------------------------------------------------------------------------------- Member #: 8 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb'Shear Tens. Comp. Combined LC x(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy' ft/Ft' fc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.07 0.06 0.07 0.07 P 2 0.09 0.07 0.09 0.09 P 3 0.22 0.17 0.22 0.22 P 4 0.10 0.08 0.10 0.10 P 5 0.15 0.12 0.01 0.15 0.15 P 6 0.27 0.22 0.27 0.27 P 7 0.17 0.14 0.01 0.17 0.17 P 8 0.15 0.12 0.15 0.15 P 9 0.05 0.04 0.05 0.05 P ------------------------------------------------------------------------------------ Member #: 9 6 x 6 D.FIR-L NO. i - -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) fvx/Fvx' fvy/Fvy' ft/Ft' fc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.05 0.05 0.08 0.05 0.05 P 2 0.06 0.05 0.10 0.06 0.06 P 3 0.15 0.16 0.13 0.01 0.16 0.16 P 4 0.07 0.07 0.06 0.07 0.07 P 5 0.09 0.09 0.16 0.10 0.09 P 6 0.18 0.20 0.19 0.20 0.20 P 7 0.12 0.14 0.01 0.14 0.12 P 8 0.10 0.10 0.11 0.10 0.10 P 9 0.04 0.06 0.04 0.04 P ----------------------------------------------------------------------- Member #: 10 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined IP/F LC Ix(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy'Ift/Ft'Ifc/Fc' Eq 3.9-1 Eq 15.4-1 -------------------------------------------------------------------------------------- 1 0.08 0.02 0.14 0.08 0.08 P 2 0.10 0.03 0.17 0.10 0.10 P 3 0.16 0.10 0.10 0.17 0.16 P 4 0.07 0.04 0.04 0.07 0.07 P 5 0.15 0.05 0.27 0.15 0.15 P 6 0.20 0.11 0.19 0.20 0.20 P 7 0.08 0.14 0.15 0.14 0.14 P 8 0.10 0.06 0.14 0.10 0.10 P 9 0.04 0.04 0.09 0.04 0.04 P ------------------------------------------------------------------ Member #: 11 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bendin fb/Fb'Shear Tens. Com Combined LC x(+) x(-) 'y(+) y(-) Ifvx/Fvx' fvy/Fvy'Ift/Ft'Ifc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.05 0.09 0.01 0.07 0.05 P 2 0.07 0.11 0.02 0.09 0.07 P 3 0.12 0.10 0.01 0.13 0.12 P 4 0.05 0.04 0.06 0.05 P 5 0.11 0.17 0.03 0.14 0.11 P 6 0.16 0.16 0.02 0.18 0.16 P 7 0.09 0.10 0.09 0.09 P 8 0.09 0.10 0.02 0.11 0.09 P 9 0.02 0.04 0.02 0.02 P ------------------------------------------------------------- Member #: 12 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bendingfb/Fb' Shear Tens. Com Combined LC x(+) x( - y(+) (-) Ifvx/Fvx' fvy/Fvy'Ift/Ft'Ifc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.05 0.09 0.01 0.06 0.05 P 2 0.06 0.12 0.02 0.08 0.06 P 3 0.06 0.07 0.06 0.07 0.07 P 4 0.03 0.03 0.02 0.03 0.03 P 5 0.10 0.18 0.03 0.12 0.10 P 6 0.03 0.03 0.05 0.04 0.03 P 7 0.10 0.12 0.01 0.11 0.10 P 8 0.04 0.01 P 9 0.06 0.09 0.01 0.07 0.06 P -------------------------------------------------------------------------------------- Member #: 13 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy'Ift/Ft' fc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.02 0.06 0.10 0.06 0.06 P 2 0.02 0.07 0.13 0.07 0.07 P 3 0.07 0.06 0.05 0.07 0.07 P 4 0.03 0.03 0.02 0.03 0.03 P 5 0.03 0.12 0.20 0.12 0.12 P 6 0.04 0.08 0.12 0.08 0.08 P 7 0.04 0.11 0.12 0.11 0.11 P 8 0.02 0.05 0.09 0.05 0.05 P 9 0.02 0.07 0.09 0.07 0.07 P -------------------------------------------------------------------------------------- Member #: 14 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bendingfb/Fb' Shear Tens. Com Combined LC x(+) x( - y(+) y-) Ifvx/Fvx' fvy/Fvy' ft/Ft'lfc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.06 0.09 0.01 0.07 0.06 P 2 0.07 0.12 0.0.2 0.09 0.07 P 3 0.07 0.06 0.08 0.07 P 4 0.03 0.02 0.03 0.03 P 5 0.12 0.18 0.03 0.14 0.12 P 6 0.11 0.12 0.01 0.12 0.11 P 7 0.03 0.05 0.03 0.03 P 8 0.07 0.09 0.01 0.08 0.07 P 9 0.04 0.01 P Member #: 15 6 ------------------------------------------------------------------- x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) fvx/Fvx' fvy/Fvy'Ift/Ft'lfc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.05 0.09 0.01 0.06 0.05 P 2 0.06 0.11 0.02 0.08 0.06 P 3 0.11 0.12 0.10 0.01 0.12 0.12 P 4 0.05 0.05 0.04 0.05 0.05 P 5 0.09 0.17 0.03 0.12 0.09 P 6 0.08 0.09 0.10 0.09 0.09 P 7 0.14 0.16 0.02 0.16 0.14 P 8 0.02 0.02 0.04 0.02 0.02 P 9 0.08 0.10 0.01 0.10 0.08 P -------------------------------------------------------------------------------------- Member #: 16 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) fvx/Fvx' fvy/Fvy'Ift/Ft'lfc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.08 0.05 0.14 0.08 0.08 P 2 0.10 0.07 0.17 0.10 0.10 P 3 0.12 0.14 0.10 0.14 0.14 P 4 0.05 0.06 0.04 0.06 0.06 P 5 0.15 0.11 0.27 0.15 0.15 P 6 0.09 0.10 0.15 0.10 0.10 P 7 0.18 0.20 0.19 0.20 0.20 P 8 0.04 0.02 0.09 0.04 0.04 P 9 0.10 0.10 0.14 0.10 0.10 P -------------------------------------------------------------------------------------- Member #: 17 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy'Ift/Ft' fc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.05 0.08 0.05 0.05 P 2 0.06 0.10 0.06 0.06 P 3 0.16 0.13 0.01 0.18 0.16 P 4 0.07 0.06 0.08 0.07 P 5 0.09 0.16 0.10 0.09 P 6 0.14 0.14 0.02 0.15 0.14 P 7 0.20 0.19 0.20 0.20 P 8 0.04 0.06 0.05 0.04 P 9 0.10 0.11 0.10 0.10 P -------------------------------------------------------------------------------------- Member #: 18 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending.fb/Fb'Shear Tens. Comp. Combined LC x(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy' ft/Ft' fc/Fc' Eq 3.9-1 Eq 15.4-1 P/F ---------------------------------------------------------------------- 1 P 2 P 3 0.02 0.02 P 4 0.01 P 5 0.01 P Up -0. 6 0 02 0.02 P 7 0.03 P 8 P 9 0.01 P -------------------------------------------------------------------------------------- Member #: 19 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy'Ift/Ft'Ifc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.02 P 2 0.03 P 3 0.02 P 4 P 5 0.04 P 6 0.03 P 7 P 8 0.02 P 9 P -------------------------------------------------------------------------------------- Member #: 20 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb'Shear Tens. Comp. Combined LC x(+) x(-) y(+) y(-) fvx/Fvx' fvy/Fvyllft/Ft' fc/Fc' Eq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.02 P 2 0.02 P 3 0.01 0.01 P 4 P 5 0.04 P 6 P 7 0.02 P 8 P 9 0.02 P -------------------------------------------------------------------------------------- Member #: 21 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bendingfb/Fb' Shear Tens. Com Combined LC x(+) x( - y(+) y-) Ifvx/Fvx' fvy/Fvy'Ift/Ft' fc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 0.02 P 2 0.02 P 3 P 4 P 5 0.03 P 6 0.02 P 7 P 8 0.02 P 9 P --------------------------------------------------------------------------------- Member #: 22 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bendingfb/Fb' Shear Tens. Com Combined LC x(+) x( - y(+) (-) Ifvx/Fvx' fvy/Fvy' ft/Ft'Ifc/Fc' Eq 3.9-1 Eq 15.4-1 P/F --------------------------------------------------------0-02------------------------P 2 0.03 P 3 0.02 0.02 P 4 P 5 0.04 P 6 P 7 0.03 P 8 P 9 0.02 P -------------------------------------------------------------------------------------- Member #: 23 6 x 6 D.FIR-L NO. 1 -------------------------------------------------------------------------------------- Bending fb/Fb' Shear Tens. Comp. Combined LC Ix(+) x(-) y(+) y(-) Ifvx/Fvx' fvy/Fvy'Ift/Ft' fc/Fc'IEq 3.9-1 Eq 15.4-1 P/F -------------------------------------------------------------------------------------- 1 P 2 P 3 0.02 P 4 P 5 0.01 P 6 0.03 P 7 0.02 0.02 P 8 0.01 P 9 P 05/21/99 -- Busby Addition -- RCE Job 99.043 1511 j e- I 1991 NDS Bolt Yield Limit Analysis For Double Shear Wood -to -Metal Connections Connection ID: 11 Knee Brace 11 Loadines Bolt Diameter = 0.625 inches Ueau = Floor = DUY IDS. 0 lbs. Fyb = 45 ksi (for A307 bolt) Snow = 0 lbs. tm = 5.50 inches (main member) Const. = 865 lbs. width, m = 5.50 inches (main member) Seismic = 750 lbs. Om = 90.0 degrees Wind = 332 lbs. Em = 1,600 ksi (main member) Fem (parallel) = 5,600 psi (parallel) DF -L Fem (perpendicular) = 2,824 psi (main member) SGm = 0.50 DF -L Main Member Specific Gravity, EWP, DF -L, HF, SP or SPF Feme = 2,824 psi (main member) is = 0.188 inches (side member) width, s = 2.00 inches (side member) Fes = Fu = 58 ksi (for A36 steel) Es = 29,000 ksi (side member) Re = 0.0487 Ko = 1.2500 k3 = 15.8782 CM = 0.67 Wet Service Factor Ct = 1.00 Temperature Factor Co= 1.00 Geometry Factor Cg = 1.00 Group Action Factor Rea = 0.67072 Member Stiffness Ratio m = 0.90376 n = 2 number of fasteners in a row S = 1 inches, Bolt Spacing (In a row) nrow = 1 total number of rows ntotai = 2 total number of fasteners N.D.S. 8.3.2.1 Eq.'s Eq 8.3-1 Z = 1,942 Ib. Mode Im Eq 8.3-3 Z = 1,283 Ib. Mode 1115 Eq 8.3-4 Z = 1,756 Ib. Mode IV N.D.S. 8.3.2.2 Eq.'s Eq 8.3-2 Z = 2,719 Ib. Mode Is Eq 8.3-3 Z = 26,339 Ib. Mode Ills Eq 8.3-4 Z = 7,956 Ib. Mode IV Z' = Z(CD*CM*Ct*Cg*CA) Connection Capacity, lbs. Dead Condition Z' = 773 CD = 0.90 1,545 Dead Loads OK!! Floor Condition Z' = 858 CD = 1.00 1,717 Floor Loads OK!! Snow Condition Z' = 987 CD = 1.15 1,974 Snow Loads OK!! Const. Condition Z' = 1,073 CD = 1.25 2,146 Const. Loads OK!! Seis Condition Z' = 1,142 CD = 1.33 21283 Seismic Loads OK!! Wind Condition Z' = 1,374 CD = 1.60 2,747 Wind Loads OK!! STRUCTURAL CALCULATIONS RCE job #99.043 for Evers:reen Development Busby Additon 3077 Clark Rd., Butte Co. Calculation Index: Page # • Gravity Loads 1 • Layout 2 • Lateral Analysis Ll — L6 • Timber Frame Analysis TF 1 — TF 10 • Timber Code Check TCI — TC5 • joint Connnection Design jC 1 • Beam Analysis Bl — B3 • Column Analysis Cl • Footing Analysis F 1 Revision Summary: Rev. 0 Rev. 1 Rev. 2 Rev. 3 Initial Issue Added beam analysis, see pg B 1- B3. Added column analysis, see page Cl. Added footing analysis, see page F1. Added Lateral Analysis for Addition, pg L 1-L6. Revised sheets L5-L6. These Calculations have been prepared for plans drawn by Evergreen Development for the above -indicated property. The results of the calculations have been incorporated on said plans. ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com 10/01/99 - Lateral Analysis - Busby Addition - R.C.E. Job 99-043 Wall ine Lateral Loada a Applied orces Applied orces esisting esistrve et p i Comments ID * Load Type Height I Length Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (klf) (kips) (foot -kips) (kif) (kips) i (foot kips) (kips) Simpson Products ere s are checked at both ends of a shear wall, the following conven on is employed: At lettered wall lines, the West end is referenced first. At numbered wall lines, the North end is referenced first. 2 1.38 Seismic w x POST 8E SSTB 16 AT 1 st Level 8.00 4.00 4.92 0.072 0.49 1.108 PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. 0.86 Wind 8.00 5.00 3.82 0.072 0.60 0.644 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 8.00 4.00 3.06 0.072 0.38 0.668 PHD2 w/ DBL 2x POST u SSTB 16 A.B. A 3.04 Seismic wl DBL 2x POST 81 SSTB 16 A.B. 1 st Level 8.00 5.00 3.80 0.432 4.59 No Net Uplift! No Holdown Required! 8.00 9.00 6.83 0.432 14.87 No Net Uplift! No Holdown Required! 8.00 9.50 7.21 0.432 16.57 No Net Uplift! No Holdown Required! 8.00 6.00 4.56 0.432 6.61 No Net Uplift! No Holdown Required! 1.09 Wind 8.00 2.50 0.68 0.252 0.53 0.061" PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 8.00 5.00 0.150 3.23 0.432 3.60 No Net Uplift! No Holdown Required! 8.00 9.00 0.150 8.52 0.432 11.66 No Net Uplift! No Holdown Required! 8.00 9.50 0.150 9.35 0.432 13.00 No Net Uplift! No Holdown Required! 8.00 6.00 0.150 4.33 0.432 5.18 No Net Uplift! No Holdown Required! �, r 10/01/99 - Lateral Analysis - Busby Addition - R.C.E. Job 99-043 Wall ne Lateral Loada a Applied OTM Forces Applied orces es sung OTM Kesis ve Net Uplitt Comments ID ' Load I Type I Height I Length Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) I (klf) (kips) (foot -kips) (kin (kips) (foot -kips) (kips) Simpson Products ere s are checked at both ends of a shear wall, the following conven on is employed: At lettered wall lines, the West end is referenced first. At numbered wall lines, the North end Is referenced flat. 3 3.63 Seismic o Net p o Holdown Required! 1st Level 8.00 25.00 16.32 0.232 61.64 No Net Uplift! No Holdown Required! 1.46 Wind 8.00 19.50 0.100 24.12 0.232 29.41 No Net Uplift! No Holdown Required! 8.00 25.00 0.100 37.80 0.232 48.34 No Net Uplift! No Holdown Required! C 2.73 Seismic w x POST 8i SSTB 16 A.B. 1st Level 8.00 2.83 1.79 0.252 0.86 0.327 PHD2 w/ DBL 2x POST 8z SSTB16 A.B. 8.00 5.00 3.15 0.432 4.59 No Net Uplift! No Holdown Required! 8.00 7.00 4.41 0.432 9.00 No Net Uplift! No Holdown Required! 8.00 17.00 10.72 0.432 53.06 No Net Uplift! No Holdown Required! 1.46 Wind 8.00 2.83 0.95 0.252 0.67 0.098 PHD2 w/ DBL 2x POST 8t SSTB16 A.B. 8.00 2.83 0.95 0.252 0.67 0.098 PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. 8.00 5.00 0.150 3.56 0.432 3.60 No Net Uplift! No Holdown Requiredl 8.00 7.00 0.150 6.03 0.432 7.06 No Net Uplift! No Holdown Required! 8.00 17.00 0.150 27.39 0.432 41.62 No Net Uplift! No Holdown Requiredl �r s n u Busby Ranch 3077 Clark Road Butte Valley, CA 95965 May 10, 2001 Dear Scott Rutherford: AP # 041-420-015 The purpose of this letter is to inform Butte County that the shop/tackroom on our property is vacant and that we plan to restart the application process for a guesthouse conversion permit by the end of May, per our discussion. The project should be finished in November. Thank you. Sincerely, RECEIVED MAY 1 1 2001 BUTT" COUNTY BUILDING DIVISION s w �f AP r '.i i..Y }.�j.'./p� �t 1,A0 ,--W�. GL' J_pc-IUK AOi 1' _,Lprj bLoi6cf ,,,,tjcinlq pe IIUI$pGq !u � t�.f CT�Ji.� L�� !/ 7tly {, GL Oi i� gi�.scneGlw.liJ' c 4 [jfr- Z! c- rifle- -OUA-Ler0u beLW I j PA U0 .[0 jpf sbbj!cspou bLOC622 t x0, 0-1L IR, AgCG(Uf uwq Jpsrme o� Yc- f,or �.��'0 pgi jpG 2}. ob\I<JCKLOOUJ ..0G �;''!l bo?G 01 JP!2 16116l t2 TO lUtOc.W VL +4- 1)t c g "�v10-� J �a E)69L PCOIJ 1,—'MPG.JL10Lq. �v' ` .110, -OO j 3 8 e 2 Y Jf�i.. tl i. 1-416 ! S11GAk C( 30 �� C p LK bQsq AP r '.i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP053163. I PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION License #: 734318 I hereby affirm under penalty of perjury that I am licensed under Issued Date: 11/29/2005 APN: 041-420-015-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of ❑ 1 have and will maintain a certificate of consent to self -insure for the Business and Professions Code, and my license is in full force and Applicant: RELIANCE PROPANE effect. Y c License Class : �_ License Number: -73'1 J G Site Address: 3077 CLARK RD ORO Date: / ! Contractor: ge�17 ce p cry Map Index: Description: NEW TANK AND RANGE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the sale. If however, the building or improvements are sold within one Contractors' State License Law for the following reason (Sec. 7031.5 year of completion, the owner -builder will have the burden of Business and Professions Code: Any city or county which requires a Owner: FERCH ALAN WAYNE & FERNETTA M permit to construct, alter, improve, demolish, or repair any structure, prior sale.). to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 3077 CLARK RD the Contractor's State License Law (Chapter 9 commencing with Section -Business OROVILLE, CA 7000) of Division 3 of the and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95965-9179 violation of Section 7031.5 by any applicant for a permit subjects the Carrier: applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees .with wages as their License #: 734318 sole compensation, will do the work, and the structure is not I hereby affirm under penalty of perjury one of the following declarations: intended or offered for sale (Sec. 7044, Business and Professions ❑ 1 have and will maintain a certificate of consent to self -insure for Code: The Contractors' State License Law does not apply to an Applicant: RELIANCE PROPANE owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Labor Code, for the performance of the work for which this permit provided that such improvements are not intended or offered for 6426 SKYWAY sale. If however, the building or improvements are sold within one PARADISE, CA 95969 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 530-872-9200 x206 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: RELIANCE PROPANE and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 6426 SKYWAYPARADISE, CA 95969 Date: Owner: 530-872-9200 x206 WORKERS' COMPENSATION DECLARATION License #: 734318 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. I have and will maintain workers' compensation insurance, as Architect: Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrierandpolicy number are: �71g7e Fy1) 1 Carrier: Policy A-17727-- GZ Total Square Ft: 0 S. F. #:_ Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, 1 shall not employ any person in any manner so as to become subject to the 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. Date: l� Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. / CONSTRUCTION LENDING AGENCY This permit is hereby sued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions t • rk indicat above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) By 1 I Name: Date: CJ PERMIT EXPIRES O ) l0 Address: I ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that 1 am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: i . xew / "3,) 5, Signature: Date: Zg 2 O Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION **PLEASE PRINT CLEARLY** APPLICANT NAME CONTRACTOR Name g6/,aj( Pr<J'jA Address (oy2 6I Zip CityPR/ chi t State( ziper�c�� Phone 871- 777 -'Io Fax E-mail Lic. :3, (�1$ Class APPLICANT NAME Name S Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. 0.3) BP BIN tf LOCATION AP# Propert Address City, 077 vro/ Cross Street WORKER'S COMPENSATION Policy Number Ar,l7�Zz Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: k- 6e4- W�TP�Aei,, AI / ! l p) Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Receipt #: Datel) � l U I Amount: Bldg SRA Sheriff SMIP Other SUBMIT'T'AL REQUIREMENT'S The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -sinned by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 Butte County Department of Development Services. eurrE a1tEA IN O T E S 7 County Center Drive, Oroville, CA 95965 (530)538-7601 vAvw.buttecountyneUdds ••°Ou"�� '�/ RESIDENTIAL APN: Permit No. ` �.»- -- ---- - - ` 1 041-420-015 05-3163 ,'Owner j FERCH, ALAN WAYNE t 'Site Address: 3077 CLARK RD, OROVILLE Cont: RELIANCE PROPANE Contractor. ! TANK AND RANGE , Type of Permit: — - - - 1 OFFICE COPY Address GAS �� �� Meter By Datq&!'2,i "' ELECTRI Meter By Date SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED• s = OK = Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Fig Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; SoilsSteel Fig Dpth ' 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Ste el-Blockouts -Wrapped 57 Test Tub & Shwr, 2nd fir - Tub-Acc 6 Stemwalls Garage; Steel-Blockorits-Wrapped 58 Gas Pipe; Sz & Anchrs 69 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test ° 0 o'o o`er tt Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgmd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insulin & Support 14 Girders-Sills-Anchr Bolts Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic c DATE IFRAMING 17 Sills Proper Materials & Anchrs 1S Walls Studs -Nailing Spacing & Braces -PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frpic Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Ctiannel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn -SkyLts-Plas tic 36 Shear Walls; Nailing -Bolts 37 Brace IntlExt Wall pnls 3B Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws O'' - 0` O'• 4i DATE JELECTRICAL 40 Fxtr & Tmsfrmr Cimcans Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndrig Electrode Bond Gas & Wtr 46 2 Appinc Curs in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ea ❑ CU or ❑ AL AC Wire Sz tm ❑ CU or ❑ AL 48 Range Circ ga ❑CU or ❑AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑ Yes [:]No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cirncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector oqa 0� o' .`c 0 FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr.Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps .85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cirnc Drnge Planters ❑Yes ❑No .87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb Appinc-Frpic-Clmc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted _99 Fire Sprinkler . =OK 0 = Not OK MANUFACTURED HOMES PERMANENT FOUNDATION U SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/CIO-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat 0 or LPO Inch Sz Ft Cngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cirncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/insignia Numbers Serial Numbers MISCELLANEOUS DECKS`C0VERS`CARP0RTS`GARAGES 1 Zoning -Setbacks -Easements 2 Ftgs-, Soils-Sz-Dpth-Spacing-Cnnctrs Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-Cnnctrs-Shthg . Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs .6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings . 12 Braced Wall pnls c S` o'e a` o+`e d• DATE Drawing 'OOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Long; Distance-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enctsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcttng Eqp-Htr 8 Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Encisrs-pnlboards-lnsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide y - �. PERMIT NO. 6211-76B ,P,E,M PERMIT EXPIRES OWNER Charles B. Leach CONTR. owner LOCATION (A.P. 41-42-15 W/S Clark Rd., app. 178'S.of.Clear Cr.Rd.,NXVff" Paradis .r L • F s Temp. Power Pole— A-1,7 Called PG&E r Temp Elec. Serv. alled PG&E emp. Gas Serv. Called PG&E JOB FINALED (Date) (Signat f » r� COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall -- Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 5--36- 2nd Floor Footings Windows 3rd Flo r Stemwal l Siding To out Slab Roof Sheathing r — Water Piping/,,,. a.. Piers t0 Roofing Sewer Garage,Fdn. Vents Fixturesj —3 o r7 a Footi s Stemwal Garage Vents Insulation " Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex._,-- structure Appliances S'^ Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREALAZE Final G Footings X Footing ECT ICAL Masonry Walls Throat Rough r / -- Reinf. Stee Final Fixtures Bond Bead FIRE SPRINKLERS Motors Framin Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot.-` Scratch Heating Servi Brown — Cooling Temp. Pole Finish �r Ducts Underground i..•e.i,., i i ---# Door Closer Final Final 0 DATE REMARKSR CORRECTIONS 1 -� C 11M177 2 ? zie:;� 44 11-1 0;,/A67 (NOTE: An entry must be made on this form each time you visit the job site.rT., r-3 6 71� d, s h ?��,/5 /A Lli I cr 6 C. A4 J'['� ,LT ,a ✓ Gv 14 -✓S - � ��LZ �Al cJ4A r-7LL1,s ,�,etit e7� S'r cf. v uw, i , I��aTJS OA/ COJ-AI-e ✓S A-'f9Af4 dl ;W t ' 7� .4 OA" La c o ,J C e ? �'. GLS W.d�e.� Jae Tz r- �o to PF TO j�G ce S COUNTY OF BUTTE — DEP411WENT OF PUBLIC W K 7 County Center Drive — Urovilie, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT jai/ 76 �l above-mentioned property for inspection purposes. / X L_ev4a4 Date Signature of Permitee or Agent Receipt No. /J'V - White-D.P.W.'_ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Ines 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. DIRECTOR 0 UBLIC WORKS By Date..//—/`1 BI ilding permit expires Datel� �l`-77 BUILDING Owner SQa C SQ. FT. OCC. BUILDING VALUATION 3 Mailing Addresse O )r l % �- .� U Tel ephon - Fireplace Contractor w Ker Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ /33 J33 Building Address e' aa PLUMBING No. @ FEE PERMIT FILING FEE $3.00 - OO Each Trap 1.50 �C Repair drainage or vent piping 1.50 Water piping 1.50 Zoning Verifica}ion 0,,Iy Each gas water heater or vent 1.50 A. P. o. _�� 2`� Zan Gas piping system 1 - 5 outlets 1.5U Each additional outlet .30 Fes I WkI S tion I Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking I Parcelparcel Plans claration Ma 60' R/W Im rovements P Lawn sprinkler system 2.00 / Bldg. SPT' Parcel ApVroval PI s Approval Permit Fee $ $ NEW 14 ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service ;$0 AMP OR ORSLESS 5.00 Main service EA, ADD'L 100 AMP 2.50 Single Family Duplex ❑ Mobil Home EJOthersservice Others ❑ Main service OVER 600V loo AMP OR LESS 25.00 E A. ADD'L 100 AMP 1.00 NEW OR ADDNST (DACC. BING LDGSC P &) 20sq ft —3 NEW CONST R. MULTI -OU ET NON.RESID. BRANCH CIRCUITS) 2.50ea NEW CONSTPOWER APPARATUS &) NON- R. RESID, (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)@ � BAL�1 Ex. Occu FIXED APP LNS. OR P•(0UTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $3SI Tc WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ©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 the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE J$3.00 3• Heating Cooling -'V Ventilation Hood 2.00 �— Permit Fee $ $ %� I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $/ above-mentioned property for inspection purposes. / X L_ev4a4 Date Signature of Permitee or Agent Receipt No. /J'V - White-D.P.W.'_ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Ines permit IS hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR 0 UBLIC WORKS By Date..//—/`1 BI ilding permit expires Datel� �l`-77 RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WVrH CURRENT ENERGY CONSERVATION REGULATIONS AT • ktocatlon) BUILDING PERMIT NO. PI l - ZCP 1� A.P. NO. / /�- -/J ' THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge_ Fdn. Walls Floors_ Walls / Ceiling/Roofer / p Circulating Pipes, APPROVED HEATER APPROVED WTR. H`TR.__�___�_ GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. EATHERSTRIPPED DRS. BACK DAMPERED FANS INTERMITTENT IGNITION DEVICES -- CERT. APPLIANCES I I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN'INSTALLED IN ACCORDANCE. WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE. TO THE C014PLETENESS OF THIS CERTIFICATE AS SUBMITTED. p Insulation Applicator Name-,��iL�� Signature of (please print) Insulation Applicator State Contractors i License No. General Contractor/Owner Name i o ,� (please print) Signature of� AA-� General Contractor/Owner Date State Contractors License No. i THIS CERTIFICATE MUST BE ON FILE WITH THE BU ILD ING DEPARTMENT PRIOR TO ; REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. AlOr y n 2 ad� "= T ; f �,� �*•v" f : t •� _ i' u � 'f fl fie ,� .�, a �$ s 1 i ..r. H: i arf %i AN Z tofu 1. �` Y''F .� of t, i � ♦_ S. �' ; » % i' ` TLS "' I � 1.4 - • - OttoYi /d �I t• ��''�tZ T f + f d "�,±.':_.�.,; .... � '^-°sL'il�t�c..��"':'.:�'' * ..,.,Yr,�.;:, Wit.. -A," :p '_c:#'f.a•¢.�'�`�a�'N• , �:,i�+�F,r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WC41(3 r 196 Memorial Way, Chico — Phone: �1-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext, 57 CORRECTION NOTICE BUILDING OR PROPERTY A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. '` ®® ff c� Inspector Date — a 'i PERMIT NO. J 1072-81B,P,E PERMIT EXPIRES OWNER Charles B. Leach CONTR. owner ASSESSOR PARCEL 41-42-15 LOCATION >I max W/S Clark Rd.opposite Clear Creek Cemeteryo0ro. i Temp. Power Pole Called PG&E / 340, Elec. Service x Called PG&E z v� Temp. Gas Service Called PG&E JOB FINAL ED (Date) Z �� l Signature = OK 4 0 = Not OK = Not Applicable -MOBILEHOMES MISCELLANEOUS 4 = Not Ready a Date MOBILEHOME UTILITIES (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements _ 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance _ 7. Elec. T Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except q's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date J 01t. O = Not OK - = Not Applicable = Not Ready A RESIDENTIAL (Single and Duplex) I Date UNDER OOR Plans OK exce tq.'s Date FPMING (Continued) lielfoning requirements -Setbacks -Easements 48. PppelFty Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /•' Ftg. Depth 4 xt. Doors -One 3' -Check Garage -3rd story, 2 exits g., Garage; Soils -Steel- / Ftg. Depth 50. St irs• idth-Headroom-Rise-Run-Landing-Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5 P wood on Roof Overhang -Attic Vents -Rafter Outriggers 5. St mwalls, Main; Steel-Blockouts-Wrapped-Slab 5211" Siding -Nailing -Veneer temwalls, Garage; Steel -B lockouts -Wrapped -S lab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7 Pi rs-Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic . D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI 11X.,qdfe Card -BI Card -BI Car I Date Date rd -BI Date Date Card -BI Date Card -BI D Card -BI Date Date FIN (Plans) OK except q's Carte Date Card -BI Date Date _ PLUMBING (Permit) OK except q's 14. W r Ht.; Vent -Access -Combustion Air ------56' . E - oor & Sidelight Protection -Landings 58. Smoke Det r Fur e; Vents- rance-Comb. Air -Connector - Gar ove Floor-Ducts-Mech. Protection 1 Water 'pe; Test & Anchors -Nail Protection V.; Test-Fttngs & Anchors -Nail Protection 5. r Exiting - ower Pan Test, First Floor -Tub Access est Tub & Shower, 2nd Floor -Tub Access •I. &Bath Fixtures & Tub Access . Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas ize & Anchors fairs & Rails p ace or - o -ye; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date IM. -Kit. Fixt. & A liance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date c. Outlets &Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's Gil arage ire Door; Swing -Landing -Closer in arage-Damper 2 fixture &Transformer Clearance -Ins. Protection 69.In -rance-Comb. Air-Connector-P.R.V.- _Garage; Above Floor-Mech. Protection 21. eceptacles Spacing -Lights &Switches at Doors 70 Ib., Elec. Equip. Listed for Location 22 ize oxes & No. of Conductors -Stapled ec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. omex Installed Close to Edge of Studs & C.J. 24. quip. Ground made up w/Mech. Fasteners -Bond Gas & Water ion- oam-Looked in Attic ❑Yes eck onstruction-Post Caps 2 its in Kitchen &Conductor Size _ - / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27--aaage Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, -----�-y Ins lated Neutral ❑Yes (:]No 74. �- Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance o un er oor e 7�EmIlowin instld.: Drive ❑Yes E]No; Walks ❑ ❑ Yes No; Planters Yes No ervice-Riser Conductors & Ground -Main Disconnect 76 rown- finish 2 quip. Clearances; Panels-Motors-Mech. Equip. 77, A. fisc nnect-Clrnces-Brkr. & Cond. Size -115V Outlet - oset Light -Shower Light ants Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Disconnect, Electrical, Plumbing 80. �eyWell; xterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card BI Date c 1Ta -t !2a.tbr4ughout House Card B -I Date Card -BI Date rotection Date MECHANICAL (Per it) OK except q's 83. _ OCorrections from Previous Inspections -84. Gas Test -Meters Tagged; Gas -Ela ric 31. A.C. Ducts; Insu tion & upport Water & Sewer Connected -C/0 to Grade -HD Approval -- _ 32. Vent Fan; Exhaus abo Insulation 86. Energ liance Certificate -Other Certificates 33. Condensate Drain & erflow; Size & Grade 34. Furnace -Vent; AccComb. Air -Return Air Vent -115V outlet ')- - 35. Attic Access & PI for if Furnace in Attic Card -BID Card -BI Date e Card -BI _-_Date _- Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FR MI Plans) OK except q's it ; Proper Material & Anchors - -36. _ 37. alls;_Studs-Nailing, Spacing & Bracing -Plates -Sound 38 art -Walls over Girders & Floor Nailing 3 t Stop in Walls (rat proof) - 40. Ings -Stairs -Chases -Tub -- 41. Zgadin!rr & Beam -Size & Bearing - 4P. osI Caps -Anchors -_Connectors _ 43. Ing. Joist-Rftr. Ties - Pu_ lin-Roof Brac.-Truss-Shthng.-Rfng. ies or Type A Flue -Fireplace Throat 4 flit Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4&.indows or Exiting Doors -Sill Hgt. & Dimensions - -- ----- .ion Framing----- - �.. - - (NOTE: An entry must be made each time you visit jobs ite) s COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO./ 7 County Center Drive - Oroville, Califoriaia 959t-5 - Telephone 916/534-4541 /// -9 - 7 -:! I APPLICATION AND PERMIT ASSESS_ 1R PAPIqL NUMBERZO G — -- A 4 3 BUILDING PERMI OWNE ATE EPHONE G SO. FT. OCC. BUILDING V ATION O ER S MAILING DDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS s Fireplace CONSTRUCTION LENDER " UNKNOWN u Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ .00 ARCHITECT OR ENGINEER h LICENSE NO. Plan Checking Fee $ cf, 0 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ ,oQ BUILDING AD KESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping �';0o LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECT Y Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New 0Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee, 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L .100 AMP 2.50 NEW CONST DWELLING U ONEW R ADDNS. ACC. BLDGNON-RESID / 2Ls1ft L7, 2S CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason R BRANCH CIRC ITS 2.50 ea NEW CONSTR. / POWER APPARATUS e� NON-RESID. %SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES_ 2i BAL FIXED APP LHS. OR EX. OCCup.(OUTLETS (RESID•) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 - Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. `P9_I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X _� i Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE$ if /ON1 s OCCUP. GROUP I TYPE OF CONST. PARCEL PD I ND ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC BY PERMK EXPIRES Date the applicable provi- Date resolutions to do fees have been paid. WORKS Date , 'S Receipt No. c WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT , r NOTE:—All Materials & Workmanship Shall Be in Accordance with cognized Good Practices and of a quality prescribe for the Specified use in the Uniform Building, Plum bin & Machanical Codes and the National Electrical Co I } I This set of plans and specifications MUST be kept on the job at all times and it is unlawful 'to mr'•^ nnv changes or alterations on some without written permission from the Department of Public Works, County of Butte. A setback oft. from the property lines nd a setback of 50ft. from th road centerline shall be clear of structures or equipment except for a 2 ft. eave overhang. BUILDIi : DEPARTMENT APP VED, NORTH Fl.E VATION SOUTH ELE RT'/One BUTTE COUNTY ILDINO DEPARTMENT' kPPROVED r 1 i } . o NORTH Fl.E VATION SOUTH ELE RT'/One BUTTE COUNTY ILDINO DEPARTMENT' kPPROVED r .11 l� COMP. R.WIN(r, 1 l i VEST ELEVATION ,CA 5T A-1- 7710 N • 3�6 FOU/Y/DA7ltN PLAN Y#"z /* x 13�.(a FLOOR PLA %yp3 /l S1L .. • • y fXY. ROOF SANG. 3 . v IX G FACIA • xG FlkcZ4 A.K.. ALAT,Fs. Nx 4, DP NEAoi'R .IXG =L. ,T-/V-RRXF 2 F .� SMT. �K, ARw srR.Rn. i em gLASS WTS f SIQ/NG IPPB. E)MERIOR -a: x 4 of 570D5 41?*-' axe /pT, SILL Mj x!Q ANC#69& " RAWAR C oaT. • N J Submit engineered detail of frusse3 for approval prior to erection. rA/&. T-RUSSES .21/'`oC 9UTTE COUNTY BIM "If % DEPARTMENT y APPROVE® T YPIC4 L 1"IfAM/Ne. ; x TOP CHORD 2x 4 BOTTOM CHD. 2 X 4 WEB MEMBERS 2.4 ST 2X4 SIAIv OR STUD GRADE HEM -FIR. 2.3 02 HEM -FIR OR AS NOTED ON PEAK JOINT UETAIL AN S. 2Xb 1`4,0X6.0,746 3h' 8" 2.0 4'.0, 4 2Xb R4.OX4.5,T54 30' 0" 2.0 4.Or 4 2X4 R4.0X4.5,T44.34' 8" 2.0 4.0, 4 12 C— .00 I 82 T? OFF PANEL.POINT SPLICE (T2) 2X6 R4.OX4.5,T44 TO 36' 8" 2X4 R2.4X4.5,T2,S/4 TO 36' P" PANEL POINT SPLICE (TJ2) 2X6 P4.8X6.n,T5b TO 36' 8" 2X4 R4.0X4.5•,T54Tn•36' 8• NOSPLICE RI.6X3.0.T31 TO 36! 8" RO.8X3.0031 TO 30' 0" J ` TJ2 1:5" MIN(Spl.) q L/15± equal Bt BJ2 PANEL POINT SPLICE (BJ2) R4..'8X6.0,156 TO 36' P• ` R4j6x6.0,T54 TO 3n' 0" R4.OX4.5,T44 TO 24' 0" NO SPLICE R2.4X4.S,T2.5/.4 'TO 36' 8" R2.4X3s0,T2.5/4 TO 30' 0" r 1 Z 'SPA 0 , c 00 F1650 F1490 F 2 0 0 F I lmlwwoiew�u ftan•r.a•r,ofVwl ery' r.. W 1-1 der reaps W cprWacpr 2. D .r rmp, a/r perm , t -rent 4tdY Idps r a Osapn•e aM pro tla0 i 0.w aaumn av "daeon • a rrnroror2' tnbco— a 3h' 7" 34'11" 32'10" s DDe'��°in+ aawnrsimp.Y Y Yawwla��Srrn op. I-w�paa r"O"rc, a C.7- am b L/l'a`0 0a1rr•n auppms. 1 7. AOpuaN danage r assur . 36' 8" 3 Y ' 7 " 3-0 ' 0 " e. 1.3 mnY.aua LawY tradrp .w• ano.n.• 9, krMcl trEg"q d r1dY tranng rermvnen0•e -Iw• Yrrn." 10. Laq am d data perpwWa,Y r atgrr0 SPAN TO 36' A SPACEU 24.0" O.C.' 4.0:12 PITCH 4/3 CONFTGIIRATInN LL+DL ON ROOF = 23.n PSF OL ON CEILING = 10,0 PSF " TOTAL OFSIGFI LnAO = 33,0 PSF - • 5 PSF CEILINr. REDUCTION TAKEN, AXIAL STRESS ONLY LOAD OUR ATION INCREASE = 1#25 NAXTAUM TRUSS MEMBER FORCES REACTION= 1008 T 1 -2325 d 1 2206 w 1 -434 n 2 625 7'2 -2022 R 2 1474 BUTTE COUNTY RULLDING DEPARTMENT 29eX yi APPROVED A 3 EQUAL PANELS BOTTOM CHORD SPAN TO 361 B" DOUG-F'IN SPRUCE -PINE -FIR R2.4X6.0 TO 36' 8" R3.2x6.n TO 36''0" R2.4X4.5 TO 28' 9" R2.4X7.5. TO 34' 4" 82,4X6.0 TO 27'10" 42.4X4.5 TO 21' 1" DOUG -FIR SPRUCE -PINE -FIR T36 TO 36' 8" T36 TO 36' P" T2.5/f, TO 33' b" T2,5/6 TO 31' 2" T2.5/4 TO 22' 8" T2.5/4 TO 21' 1" OFF PANEL POINT SPLICE (82) Symmetrical 1 TO 36' 8" About TOP CHORD 2x 4 BOTTOM CHD. 2 X 4 WEB MEMBERS 2.4 ST 2X4 SIAIv OR STUD GRADE HEM -FIR. 2.3 02 HEM -FIR OR AS NOTED ON PEAK JOINT UETAIL AN S. 2Xb 1`4,0X6.0,746 3h' 8" 2.0 4'.0, 4 2Xb R4.OX4.5,T54 30' 0" 2.0 4.Or 4 2X4 R4.0X4.5,T44.34' 8" 2.0 4.0, 4 12 C— .00 I 82 T? OFF PANEL.POINT SPLICE (T2) 2X6 R4.OX4.5,T44 TO 36' 8" 2X4 R2.4X4.5,T2,S/4 TO 36' P" PANEL POINT SPLICE (TJ2) 2X6 P4.8X6.n,T5b TO 36' 8" 2X4 R4.0X4.5•,T54Tn•36' 8• NOSPLICE RI.6X3.0.T31 TO 36! 8" RO.8X3.0031 TO 30' 0" J ` TJ2 1:5" MIN(Spl.) q L/15± equal Bt BJ2 PANEL POINT SPLICE (BJ2) R4..'8X6.0,156 TO 36' P• ` R4j6x6.0,T54 TO 3n' 0" R4.OX4.5,T44 TO 24' 0" NO SPLICE R2.4X4.S,T2.5/.4 'TO 36' 8" R2.4X3s0,T2.5/4 TO 30' 0" r 1 Z 'SPA 0 , c 00 F1650 F1490 F 2 0 0 F I lmlwwoiew�u ftan•r.a•r,ofVwl ery' r.. W 1-1 der reaps W cprWacpr 2. D .r rmp, a/r perm , t -rent 4tdY Idps r a Osapn•e aM pro tla0 i 0.w aaumn av "daeon • a rrnroror2' tnbco— a 3h' 7" 34'11" 32'10" s DDe'��°in+ aawnrsimp.Y Y Yawwla��Srrn op. I-w�paa r"O"rc, a C.7- am b L/l'a`0 0a1rr•n auppms. 1 7. AOpuaN danage r assur . 36' 8" 3 Y ' 7 " 3-0 ' 0 " e. 1.3 mnY.aua LawY tradrp .w• ano.n.• 9, krMcl trEg"q d r1dY tranng rermvnen0•e -Iw• Yrrn." 10. Laq am d data perpwWa,Y r atgrr0 SPAN TO 36' A SPACEU 24.0" O.C.' 4.0:12 PITCH 4/3 CONFTGIIRATInN LL+DL ON ROOF = 23.n PSF OL ON CEILING = 10,0 PSF " TOTAL OFSIGFI LnAO = 33,0 PSF - • 5 PSF CEILINr. REDUCTION TAKEN, AXIAL STRESS ONLY LOAD OUR ATION INCREASE = 1#25 NAXTAUM TRUSS MEMBER FORCES REACTION= 1008 T 1 -2325 d 1 2206 w 1 -434 n 2 625 7'2 -2022 R 2 1474 BUTTE COUNTY RULLDING DEPARTMENT 29eX yi APPROVED A 3 EQUAL PANELS BOTTOM CHORD SPAN TO 361 B" DOUG-F'IN SPRUCE -PINE -FIR R2.4X6.0 TO 36' 8" R3.2x6.n TO 36''0" R2.4X4.5 TO 28' 9" R2.4X7.5. TO 34' 4" 82,4X6.0 TO 27'10" 42.4X4.5 TO 21' 1" DOUG -FIR SPRUCE -PINE -FIR T36 TO 36' 8" T36 TO 36' P" T2.5/f, TO 33' b" T2,5/6 TO 31' 2" T2.5/4 TO 22' 8" T2.5/4 TO 21' 1" ' 1;: Il,ft 01` rm�: - • 5)not 00 «,o I ..d -.t a OFF PANEL POINT SPLICE (82) Symmetrical R2.416.0, T2.5/6 TO 36' 8" About R2.4X4.5,T2.5/4 TO 30' 0" Centerline FILE NO.: 711USNAL CONNECTONS t W5,v n a pMr pasty 20 aM to go.. r• 9•Noi7w ~ 2" uta rrti,eep:aw as loam.,: DAM INDICATE SZE OF PLATE IN INCHES. T -36-4- 33" (24) 4/3 " �t'"a�"'°0+Wed. -rj181" msq. n...1r.../1dq.T.Yn..pmaNehaoPat hoNn.ta•..2s••a.Haasa•inam. '10wn LuwER:Snaneaa".r. grap•aewwsasnaea.IDaiW—Fkny MTI: q.5aa0 Proutw M pra8. -1`•y: pd ap.l"• .10"..32" 1dq. Team ora ptnare Wo par Iw1a at .25"..75" o.e. /Irtlaa an m tur. a auosuulae wMra MarrvF. U epwtia.I k5/24/79 .: . S'-25-78 DES' BY: SpFCK. 0Y: TK 1ir10oaaa0 W prae. -RN" I: is a ap—W 8.5000 co— ctd w0% owy eme t a Mn aM:Mkis &n W. wsstra Wl.uWoneaelac.sawasaro pauaao l7rawnarYwa000OaMnjoir+caraxsnas.uNeaa dlNr"irrotae. HSu1es "G" iMirJw 18 a. ,tock used. M ,"era — 20 9► Wor bast OaYpn v&Ws. sail l.C.B.O. RR01607 aM RR614e9. ' 1;: Il,ft 01` rm�: - • 5)not 00 «,o I ..d -.t a s.. COUNTY OF,BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES "F 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER ( PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. y t i 7-c—/ /i I G LO IV L l�s�a c ic.� G✓ Date C 0 Inspector„ REV 10/ I RESIDENTIAL o41-420-015 PERMIT#98-0365 BUSBY, BRITT AND BARI 0 �- - 3077 CLARK ROAD, OROVIL•LE CONT: PERFECTION POOLS & SPAS i SWIMMING POOL PERMIT NO. PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL LOCATION �5 JG�Cs j0 ?9 4!5. AVh,-P�or,a� ;.sP o,Fl3r &. Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) 4 Signature d' /L4 ✓ = OK O = NotOK - = Not Applicable = Not Ready � Date UNDERFLOOR (Plans) OK except ft 1. ZoningSetbacks-Easments-RoodSlope 2. Ftg., Main; Soils-Elec. Gmd. / C Fig. Depth RESIDENTIAL (Single & Duplex) 3. Fig. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ / 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/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material.Support4ns. 14. Girders -Sills -Anchor BoltsJoists Vents-Cdppies t 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except *s 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; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft 23. Axture & 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 Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector I ` ate Card B-1 Date Card B-1 J)ate Card 6-1 Date Card B-1 Date MECHANICAL (Permit) OK except #Is 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: TrussShting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fire Protection Framing 52. Properly 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-WallsWindows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except zip's 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit Fat. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. HU:; 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 (G.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 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 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 Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK O = Not OK Not = Not Ready ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'.a A. 1. Zoning Requirements - Setbacks - Easements - 2. Soils; Special MH Support Sketch 3. Sewer; Location-TesWall-C/0-Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Locabon-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / MIL / /Nat or/ tt'1t./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except#'s 1. Zoning Requirements- Setbacks Easements ` 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test DernarK /ahe•Connector 4. Electricity; MH TestCrossovers•BreakersClearances 5. Drain; MH Test-FalWlex 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 Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 -01SOELLANEOUS - Date DEC $, CAPPORTS,GARAGES.(Plans) OK except#'a 1..Zordnig Reg uicement&Setbicks-Fasements 2. Footings; SoiOiw4)gpthSpecing-C(nnectorsSteel 3. Decks;',Giirders and/or Joists-Decking-BradngStaim-Rails 4.. Wobd Awn.; Posts-Beams-Rftrs.-Ckxurectors Shthp -Rfg.-Bracing 6. Alum: Awn.; Cdumns-ConnecWnsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.;SUs-Anchom-Studs-R(BsTrusses - 9. Siding; NailingileneerStucco-M.esh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings' 12. Braced Wall. Panels Date Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date PQOL lens) OK except #'s s. &&Easements ta-foils;jCompaction-Structure Stability Fool Structure; Steel•Connections-Thickness Oea en Uning Iecc tacles and Lighting, Distance-GFI LSrOElec.; Pod Lighting; 15 Volts-GFI, 6. Flee; Enclosures; Conduit Entries -Terminals -Listed U-115lec.; Bonding; Metal w/SCirculeting Equip.+Ieater 6.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval .; Cir. TesMater Supply Test 7iP0011ghtNiche Date Card B-1 Date Card B-1 Date 5-22'9$ Card B-1 /L/j Date Card B-1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ow, �Lo- Oi ZONING ARP�I 3 BUILDING PERMIT OWNER BUSBY, BRITT AND BARI 898HONE SQ. FT. OCC. BUILDING VALUATION f 900 OWNERS MAILING ADDRESS 3077 CLARK ROAD, OROVIL•LE CONTRACTOR'S NAME PERFECTION POOLS AND SPAS 895-0437 CONTRACTORS MAILING ADDRESS 897 E. 20TH ST., CHICO, 95928 CC7777 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ' UU ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3077 CLARK ROAD, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 250.00 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other —PPI SWIMMING POOL SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, 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 wth Section 7000) of Division 3 of the Business and Professions Code, kith and my license is in full force and effect. License Class e' Lic. No. (9 �� 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 contractorsMisc. 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. So OR ADDNS. ( 6 ACC. BUDS. 3.52FT. NEW CONST. MULTI -OUTLET NON•RESID. ANCH CIRCUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ 1:50 Ex. Occup. ouxxEEDI RES1L o.DE, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wiring23.00 POOL ELECTRIC 30.00 PERMIT FEE S 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' o pensytion I uraace carrier and policy number are: Carrier �` c®� Policy Number LO V7:: J4 -2--611i (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 wor ers' compensation provisions of section 3700 of the Labor Code, I shall fo with comp ith those provisions. ` X 4�t.LC- --- Date/ --- Signature of Applicant - ❑ Owner ❑ Contractor CAgent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 335.00 HA2. D. FEES IMP FLOOD CDF PARCEL PD HD SSUE 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. 9� By atrye PERMIT EXPIRES ON t / Dafe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY Plot Plan Attached Floor Plan Att chef ✓ �r fr.� " Sent to B.D. —f,/. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance QA—I 12560-+4 Owner Location AP# Plan Approved for: Sewage Disposa.11,x Water Supply: Public Private Well Clearance for dwelling. Other Y-3-2— Hold 3'Z Hold final for: Final clearance O.K. for: NOTE: i SNS Environmental Health Specialist 2_� Date r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: { ASSESSOR PARCEL NUMBER:o41-4Q0,-n1_3— Proposed Building Use: Building Inspector: Date: At time of permit applica 'on, I was ad ' ed the following data must be submitted prior to pe pessing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ El 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 134. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. --'--------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ , 1l1 13. Flood elevation certificate.---------,-�-------`-+-'== ----------------------------------=-------------------------------- N L T4' Sanitation and plot plan approval a � � I In Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. - ------------------------------------------------------------------- 0 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ----------------- --------- Ell 8. ------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.--------------------------,;----------------------------------------- r ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C. _�_ --------------- J� 0. Other: elle �i7------- r en you issue the permit, proces as follows ❑ Mail o owner, ❑Mail to ntractov. Telephone _115-04-Y7 and hold for pickup at off= ffi . ❑ Deliv with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: a Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ r: Date: By: 1. Index permit application for the above items numbered: J '❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ 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, ❑ Buildin D ion counter, by Dat Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: BRITT BUSBY. ADDRESS: 3077 CLARK RD. CITY & STATE: OROVILLE. CA 95965 DATE OF CLAIM: 11-14-01 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT,• SEE INSTRUCTIONS ON REVERSE SIDE :ATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT PERMIT EXPIRED, OWNERS REAPPLIED. AP# 041-420-0151 BP# 99-2643, RECEIPT 11-19-99 OWNERS: BRITT BUSBY 2808 , TOTAL AMOUNT PAID: 139. 5 RETAIN REFUND PROCESSING FEE: 25. DO TOTAL AMOUNT RETAINED* 25. 0 TOTAL AMOUNT TO BE REFUNDED: TOTAL 114. 05 he undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this daim is true I correct as stated. ^' �p� ted this �_ day of 1 y oV r ,-29-0/at Oro ✓• L� . Calif. Si re of Claimant the undersigned, hereby certify that, to the best of my knowledge, the services oras specified it there is a Budget Appropriation I I or Specific Board Approval I 1 (Check one) Wr 1#"Ame. /7 :ted this 14 day of NOV ##01 at OROVILLE . Calif. :pt. Code apt. Code apt Code 440-002 performed or de8vsred snd or Authorized Deputy Exp. Code 4120500 PAYABLE SROM BUILDING PERMT FUND Exp. Code PAYABLE FROM FUN Exp. Code PAYABLE FROM FUN DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. I PROJ. I SUB. OBJ. I CLAIM NO. I INV. NO. I INV. DATE I ENCUM8. I GROSS AMT. CLAIMANT'S NAME MAILING ADDRESS REFUND CLAIM APPLICATION ASSESSOR PARCEL #: (J—rl. " a-- J- t -'/ I RECEIPT NUMBER(S)' Rfquest a refund of fees paid on the Ipbove receipt nnber(s) for the llowing reasons: Please refund any applicable fees in the following categories: (Check those. categories which you wish to have refunded.) ( ) Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Disposition of Plans: ( ) Plans returned to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plans. r SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. Urban Area Fees FOR BUILDING DIVISION USE: Receipt Information: Number: Date: Issued To: Amount: �i --:�& CO . Fees RRetained: . L/ Processing Fee: Bldg Filing Fee: Plbg Filing Fee: Elec Filing Fee: Mech Filing Fee: Energy P/C Fee: Plan Check Fee: Inspection Fee: SRA Fee: Total Amount Retained \� TOTAL REFUND DUE $ �?-00 $���� $ LI.o-5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541 q!� PVR"I (Rev. 12/96) APPLICATION AND PERMIT �,! „(( ASS ESSOR PARCEL NUMBER 041-420-015 ZONING AR 2.5 BUILDING PERMIT OWNER BUSBY, BRITT TELEPHO898N0150 SO. FT. OCC. BUILDING VALUATION 8 U TO 9,720 .OWNERS MAILING ADDRESS 3077 CLARK ROAD, OROVILLE, 95965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 9 720 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 117.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 76-05 BUILDINGADDRESS 3077 CLARK ROAD, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 911 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT -05 Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CONVERT PORTION OF SHOP / TACK ROOM TO GUEST ROOM Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE $ *SEE PERMIT 81-1072 FOR ORIGINAL PERMIT ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law 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. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG OCCUP. OR ADDNS. ( a ACC. sLos. SO 3.50FT. T. NON -REBID. MULTI.OtmET 97.50 POWER APRATUS a SINGLE OUTPALET CIR. Ex. OCCUP. OUTLET OR FKTURES 20 @ 1'50 6AL o .so Ex. Occup. oFlxUT R D OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEI: $ nn Policy Number (The above sections need not be completed if the permit is for work of a valuation �f 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 workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wwith those isions. X Date `� n ure of I o nt - ner ❑Contractor ❑Agent An itis re excavations over 5'0" deep and demolition or construction of structures over 3 stories height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE T03AL FEE $ 317.05 HAz. D FEES IM FLOOD CDF PV PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 11 WHITE-D.D.S.-B. . CA A Y-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT t •' CQVNTEOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 E. M^ PERMIT APPLICATION DATA SHEET OWNER: X, G S k`/ ASSESSOR PARCEL NUMBER: n�4 ( — 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.--Rf,_-tLM---- ro--- P--------------- Complete plans, 3/4 sets, signed by the preparer of plans. I`� --------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. --------------------------------------- -------------------------------------------------- ❑ 9.P�nufactured Home data and installation instructions including Tie Down Specifications.------------------ eesof $ 1-7 ----------------------------------------------------- ------------------------------- . Impact fees as shown on the attached schedulef-------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 3 . ood elevation certificate. ---------------------------------------- t ---------------------------------------------- Sanitation and plot plan approval ��.� Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑16lot plan and business license approval from the City of Biggs. ---------------------------------------------- Planning approval fa (A) e: (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 (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 1122. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner E3) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- , ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. --------------❑30. Other: ------- «, When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone S`I'$� O 1-5'0 and hold for pickup at office. ❑ De r inspector. Applicant: ,, Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department,o By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major abor and materials for construction of the proposed pr perry improvement: YES(* NO[ ]. 2. I HAV HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to ` provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following..peisons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY O NOTE: SOCIAL a %_ U r 11 1 114 V 1v1Dr.l%; DATE: 4 /— / 2r 11P 119 This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. . Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks'for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an ` ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincerely, (% 1 � ,�. Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 9 I i PROPOSED FLOOR PLAN DZTM- 1650 SO FT ADOfMN- 478 SO FT TOTAL CONVMNED- 2120 SO FTPPR V ED A O Butte County Environmental Health D to ------------- Signature Environmental Health MAY 2 5; 1999 7 County Center Drive Oroville, Ca f 12.91.) CLARK ROAD XSTING Will Environmental Health MAY 2 6 1999 CL7 County tenter Urive Oroville, Ca fj 'b jr�ll y�: , , , k, ' s ,f' i qY �� 1 ER M ���1.+%��.t'ti•�t,�i.n�li:���i����r+�������#);d wy � t �,^�1�-r----�+,-+''+��'^^,��' tir;'. C� jhg E''d Oct''€raa r+ii� 1%�8t��1C t1 * ,� ,� ,, ,�, � _ F q t �1;. I s r htlhtt �tarrr�ifa 1y a >a � ape �t�aafif (alis 0 �a or,6 1��' flo " Fick �Il{� CCI �c�if1E3 U v4' � N 1 za'' • "OL 9L Ir b,Gs, . ��" Q4: 91'--799,11- -9 9 4�, 7'. hP.0 v t , .:_-. _.. .... .....- .... r. ac';'....1. :+r- �. Y:. i ., r m �w�dJtl.-�4.'ll� c. �-✓.'oma' ...... ..- �,;:>r... - _ - _ f M vllus _.._..� . ( Ali MAX I:4.' •�'.. lq Kl oHEM-EII:1 '55. 0i 12 .v i..' 'och EOC S, i/2(- - LISTED 6EL04 ARE TIIE MAXIMUM, SPANS,, COMPUTER; DERIVED STRI- r' ,,A Z SIECS•FOOTH CIES AND -GRADES OP, LUNS[.R.LISTED ABOVE. Yb PLATE A tkU55 G SPAN IS LESS TW THE MAXIMS FOR TIIE, CINDE OF LUMBER YOU AT, .4i SELECT' :A :SPAN UNDEt TIIE CORRECT PITCH COLU'm THAT IS EQUAL TO OR CRWE&: THAN THE SPAN - OF TRE 7AUSS YOU AIIE TAER104TING AND: USE VE PLATES SHOWN'' ILP `A SPAN. - 4 12� Pitch "� 5%12 Piech 6/l2 Pltcti 4/12 Pitch - '-ti/, NEHEM -FIR'. SS W # N-Fip, 55 HEA -,FIR. 55 MEM-F(R, SS 36+ '2 3/IS• `T, C. MA%,: 5PANZVK) 34+ 0' 4/16• T.C. 9A%. SPANIVKI 35+ 1 It/Ib" T.Cl:.UAr. SPANtj�K> 35�: 6 7/:16" T.C. NA%. SPAN(VK) 28+ ,5 O/I6' BOTTOM -CHORD, SPAN 26+ 10 8716" . WTTOM CHORD SPAN 27+ 4 8/l6" BOTTOD Lti?R0 SP N 2T! 9 7,^6" BOTTOM CHORD SPAN TCPNLI TCPNL2 BCPNLI ' TCPNLI TCPNL2 BCPNLI TCPNLI TCPNL2 BCPNLI TCPNLI TCP%L! BCPNLI IB 6C 1399E 1687T ' It it a J61Rt.ItC11 2555C 1696C 2424T 2332C 1730C 2183T 2153E 1596 1987T J°ITIf A JO(T1f . e WE81 WE82 "EBI hE82 "HBI NE JOINT A 8087 JOINT 8 tl Joint "D" WE81 "tB2 661C 774T 604C 784T • 558C 793T INT C J01NTA JOINT B JOINT 'C INT A JOINT 8 JOINT C JS INT A DINTS JOINT C 4,50x" 23.60 Iti29% I:00 2.5 X 3.60 It tI Lj;j(1 7011 2.57 X 7.20 1.29X 1.80 '3.122% 3.60 3i X 5.60 1.291 .I.80 .57% 3.60 .:.?2X 5,40: 1.49% 1.80 2.'57% 3.60 NTD JOINT E DINT F 2'57 3'22:" JOINT D JOINT E_ JOINT F J NTD JOINT E JOINT F JOINT D lNT E JOINT'K . 2.5 . 5.4D 2`.571 5.40 3. 2X` 7.20 kl " 2l5 7X 5.40 2.57X' 5.40' 3.22X 7'.i20 2.5 5.40 2,57X 5.40 3:22X 7.20 ,t57% 5.40' 2.5 5.40 3.22X 7.20; JOIN '0 JOINT G: T Or JOINT G 2.57X`.. .d0 t' 3.221 5440 3.22 3.60 2.571 5,40 HEM -FIR. - f NEN-FIR, •1 HEI141 #1, " HCA4 1M, r1, • 34+ 6 6 lo" T.C. MAX. SP R(VK) 1i + 4 4 16" T.C. MAX. SFANIVKI 33+ 7/16 T.C, MAX.ySPAN(VKh' 3<+ 0 4/t6_ T:C MAX. SPAN(VK) 25+ '10 10/T • BOTTOM CNOR SPAN 57 4 $22X5.4i� 4.5X5.40 ?.0X5.4 3i+ 4 /lo"' BOTTOM 'CHORD SPAN 24+ 1 . 6/16" 90TTOM C RD 'SPAN 25( 3 3/16" DO 4 CHURO SPAN 7./ TCPNLI TCP 2 BCPNLI 2.57X7.21E 3.22Xr2� 4.SXZ2F1' X7,2Ft' TCfrMti TCPItt2 BCPNLI TCPNLI TCPN0 BCPNLI TCPNLI TCPNL2 HCP LI 17980 133 , 16087 2454E '1822C 2328T 2234C 1659E 2092T 2059C 15290 190 WEBI WE 2X4 Block FOr WEBI IIEB2 578.1 . L52TWEB2 53301 759T2 467C 770T JOINT C _ u Compound1,;12EQCh' Side 634E _. '74 3T JOINT B JOINT C JOINT A- JOINT JOINT C JOINT n JOINT B NT JOINT A T .60 JOINT A JOIN . B J INT 60 4,50X„ 3.60 1. 9X I,8 1.29X: 5.40_ 5,4 Splice center f 3.22X 5.40 1.291 1.80 2.579 3.60 3.229 5..: 0 1.29X,, 1,.00 21-57X 3 3.22X 5.40 l,•29X .BO 2.57 3. JOIIT 0 DINT E JOINT F _ J01NT'D JOINT E JOINT:F JOINT D JOINT JOINT F 4 2:57 5:40 3.221 '1.20. 2:571 5.4 2.57$ 5140 3.22X, 7:.20 JOINT 0 JOINT D(NT F 2.57X' 8.40 2 7% 5,' 0 3.22% 7.20 `9 2.57X 5. 0 X 4 % 7.20' JOINT G - -. JOINT U : JOINT 0 2.571 5.a0 2.571 5 0 3• 2.57X 3.60` 3.22X 5.40 2.57X 5.4 2157%T 5.40 HEM-F1Rx e2 u u Centered r1 II HE4-FIR, ri HEM -FIR, !2' • I HEN -FIR, a2 ;" 31+ , 15/16" T. A1. SPANIVKI JoUI} E 410IEIt G' Ilt°�t1 d 29+ 7 T2/Ib" TcC. MAX-'PANtVKI 30 2 13/1 T.Cr. L�IAX. SPAN WK) J0+ B 8/16 T.C.-MA SP N(VL') . - r 2 + 7 to, 6• 'BOTTOM HORO SPAN 22+ I d/1 BOT1T'�OM CHORD SPAN 2eA 6 2/160 BOTTOM C, OR SPAN 23 1 6/I6• 80 CHORD SPAN' 11 " 3 TC 'TCPNL2 BCPN TCPNLI TCPN 2 BCPNLI TCPNLI TCPNL2 BCPNLI 16320 121aC LI ± II JOinf F 2I 6C i617C 200 2000E 1488 113 2T (854C 1378C 1712T TCWE01 PNLj rCWEB2` ©C L, ��' 2.57 tT II 3.22 rffEel. WEl;� 82 WEBI WEB "EBI HE82 OWED 23C 7DUT EB ALL PLATES +2 2`' 2.57 2:511 (It 4.5 5610• 660T 516C 6747 480E 684T J01NT A JD, T JOINT C �! JOIN1"FA In B JOINT C JOINT a ST B �JU1NTC J[fIN7 A JOINT B JOINT C 2,'57X' 5.40 7:29 I 0 1.291 5.40 CENTERED 3.22% 5,•40 I 9X 1.80' 2.57%,_. 3.60 4:BOX 3.60 1. PX .80 2.57X 3.60 4.5OX 3.60 1.29X,. .1.80 2.57X 3.60 JDINT 0 NT' JUM F JOINT 6, JOINT E JOINT F JOINT D INT E' JDINT.F JOINT D JOINT E - " JOINT F 2.57X 5.40 2:5 5. J. 22X, 7.20' UNLESS SHOWI �1' 4 2.57X S. 0 2.57% 5.40 3.22X 7.20 2.57X 5.40: 2. X' 5.40 13'.2-X 7:20 2.57X 5.40' 2.$7X 5.4 3:?2X 7.20 JOINT 0 J01NT a°' 'JOINT a _ JOINT c OTHERWISE z.s7x 5. 257x 5.40 z..57X 3.aD 3;22X5.4 7.2, �4.5X5.4,Z2, 2TCPNL83'7/PNL2 BCPNLI O 25M4,72 F?- 2.57Xy.OFL 9.0 or 10. 9.0olwa - 28 - 26+ 0/t 27+ 8 0/16• 28/ 8 0/16" a TCPN TCPNL BCPNLI TCPNLI TCPN 8 NO TCPNLI TCPNL2 BCPNL 1406E 11050 1330T 14 E81 14"E02 18527 1.1111 i318 2 171 7 17"E01 T WE 2 1595 385CI OEB 6387 L✓4 L/4 4 020 5937 071C 61 4460 6387 JOINT A - JOINT'D JOINT C JDINT A JO 7 B JOINT C Jtl1NT A JO.IN1 8 JOINT C JOINT A JOIN 8 aINT C_ 2.57X' 5.40 1.291 1!80 1 29X 5.40 II n - 2.57X 5.40 1.29 1.80 2.57X '3.60 2.57X 5.40 ' 1.291 BO 1..29X 5,40 2.57X 5.40 1:29X: 1.0D I. X 5.40 JOINT D JOINT E JDINT F 1 JOINT -O' JOIN JOINT F JOINT 0 JOINT' JOINT F JOINT 0 JOI E 0IN'T F S I� Ice i T. 0 5 2.57 ' 5 0 '3,22X 7.20, n u JOlnt C 2.571 8.40 +..S7Y• 40 3,22X 2 2':571 .4 X 2:57% 5:40 2.5aX .5.40 3`.22 7.20 2.57% 5,A0 I'.29x 5.40 3. 2X' 7.20 _ JOINT D J°Int E JOINT 0 JOINT 0, JOINT G : 2.57X 3.60 2X�: 2.57X 5.40 2.57X 3r A 2.57X 3.60 25+ 8 D/16" 26+ 8 0/16• 26+ 8 016•-2 11010} B Web 11 " TCPNL• TCPNL2 BCPNLI TCPNLI TCPNL2 CPNLI TCPNLI 7 NL -2. BCPNLI 1691E 1258C 15837 1,605C 1194C I481T 92 12357 w b 2X4 13800' 1627 MEB "EB2 WEBI WE82 "EBI HET n U 2X6 �X4 4350. 5717 614E 5937 JOINT' A 593, JOINT 8 JOI T C 1101nt A JOIN A JOINT 8 JOINT C, JOINT A JDINT B JOINT C,.f" 3122% 3.60 1.29% 1.80 1.291 5.40 2,57 5:40 1.29%' 1.00 1 9X 5.40 7.571 5.40 1291 l.80 1x291 5.40 JOINT D, JOINT E JOINT F wt.. JCI FT 0 JOINT E DINT F JOINT D + JOINT E JOIN? F 2,5)X. 5.40 1.291 5.40 3.22X' Y' 20 BC L I JOrTj}IIli11 2.5 5.40 2.571 5.40 3.2 7.20 2.571 5.40 1.29X 5.40 322X 7.20 JOINT G JDINT 0 JOINT 0 3.60 2.171 3.60 Z 2.57X 3.60 % X e 0 r S If e I u $ In ,. �. 2.571' 1 Compoun p Ice L%2 �0� Jvint F �11 f 4-• f..I /c�1ESSIIlvW1 TRUSS. -- J. D, ADAMS CO. BEARS NO RESPONSIBILITY POR THE PLATES- "MULTI-SPIKE'1 BY THE J.D.ADAMS CO. PLATES PITCHES 41% ERECTION: Of TRUSSES. ERECTION TRUSSES SI BE PRESSED INTO BOTH SIDS. ENGINEERING SEALS ON RL.L ...U_ROOF6,L_9 - OOF PERSONS :USING ARE CAUTIONED TO iSEEK ADVICE IN MERSE :SIDE ARE APPLICABLE, To THIS: - 1 1 - CEIL04, 10 CEIL LL• PROFESSIONAL REGARD TO ERECTION BRACING AND PERMANENT BRACING 1 CFJITeRS- 24'� :DRAWING. G- /O DATE _ 3--16 372 ::. . 7` .t nI W S. I.L. G DWG' NOW TC-, SIZE 2x4 8,C, SIZE 2'x4 - J,D ADAMS CO COLO, SPRINGS, COW WEB' SIZE x -F_ 2x4 COPYRIGHT 1972 .,a, � ,� ,� _ w � - _ _.. _ . , .. •.. .� �_ , ,. __,,, ., _ . .,� .. _ . _, ,., .�. � � _W u_ a.a�,�'-sem.: �.- ,.�' .�:..:.,...i�.,>mv r 1 � t - 1 , ,i , , .,a, � ,� ,� _ w � - _ _.. _ . , .. •.. .� �_ , ,. __,,, ., _ . .,� .. _ . _, ,., .�. � � _W u_ a.a�,�'-sem.: �.- ,.�' .�:..:.,...i�.,>mv -:7 p 9,1": P 4 "d� y ';!f "11 'A J I LIJ `1 .1 L �MU AJAJ- UALLN&L"A"! U-` "11LU, A 1. J or 01i .00 Hix -nits so. ji aind SPANS PORI 2.5 5 fe's LISTED BELOW ARE THE WINUM SPANS. COMPU7= DERIVED STRESSES An PLATE SIZES M THE SPECIES AND GRADES Or LUMBER, LISTED, ABOVE. TO PLATE_.A TRUSS e � PITCH COLUMN THAT IS, F*AL TO OR GRUTER THAN Y" 112 EaCh Side SPAN IS LESS THAN THZ,MAXM1M,FO1t THE CMDF OF LUMBER YOU ARE USING, SELECT A SPAN UNDEJ THE CORRECT OF TUE TRUSS TOO AXE FABRICATING AND U31,THOLATES SHM MR THAT SPAN. �e 4/12 Pitch Ah/12 Pitch 5/12 rit.fi, 6/f2 Pitch 3,222 . 1, 9 1 I I I I ;FIR. SS M41R, SS *J 6 9/ 1 164N HOME) 34i� .0 MAX T.C.t.c MAX. v4i, �;7 81160 T.C. MAX. SPAN H E E.7 HE H HEM. ' ' S I I 34koo T.C.T-Cv MAX. SPAH1 .1ND, NEN-FIR. 1/2 14/161 T.C. SPAR(HONg) j I to 43 5/161 DOTTOM CHUD SPAN 4511 3 0/16- BOTTOM CHORD N 4V* fit 10/164 BOTTOM CHORD:S .4H 0 Bolld*� BOTTOM CHORD SP, , 5 1 1 TCPNL2 BCPHL1 TC I TCPNL1 TCPNL2 BCPNLI -412W TCPNL1 TCPNL2 3L PNL11 TCPNL2 SCPHLI 2 CPHLI 253KC 1706C 2371T 234011 1176C :�2052C 1382C 1835T 2773C 1868C '2631T, 1 9 BCPN,, 2160T 2 ._DIAD VERTI V DIAD_BCPNL2 VERTI VFRT2 DIAD BCPNL2 VERTI DIAG 8CPflL2 VERTI VERT EAT2Joint "A" J0 nf Jotnt1i 11 oto Joint, VERT2 ' 763T .774T 31C 1835T 174T 799T 67 C 26317 �167T 90t 2371T I 69T 2160T 171T 784T 76BC JOINT 0 JOlit B i HT DINT A JOINT 8 JOINT 0 Joint"B" JOINT,A IJUINT' C. - JOT A NTC JOINT JOINT'S Jot 2.57X 9, DO 2 57X 3a6O 3.22X 3.60 2.57 7.20 2.57X 1.80 2.51 3.'60 2.57X 7J20 ;.57X 1.80, 2. 7X 3,1 91 3,22X 5.4b 2.57X 1.8o .57X 3.00 L F 'JOINT 0 JOINT E !.SJ JOINT DI; JOINT E : JOINT- F,. ijuiril P . � JUINT't: JOINT F DINT 0 JOINT E JOINT 79 NT F 2 57X 5,40 . -29X' 1.80. 2.57X 5.40 5.40 119X 1.80 2 SIX 5.40 2.57X 5.40 1�029X",01,10 2.57X 5.40 51040 1.29X I.ILQ 2.5?X 5.40 JOINT 0 JOINT I IN JOINT I JOINT 0 k,. I JOINT I - '� -1 JOINT' 0 JOINT I 4.5OX 5.40 3i92X 1.20 4.50X, 5.40 3.22X 740 4.50X 5.40 3.22X 7.20 44OX 5.40, 3.22X 7.20 JOIN N JOINT'H JOINT It ,5.40 3.22% .40 2,5 5.4D ].22X �01NT H 2 2. X 3422X _3 60 4. v 1,29XI.61E :HEX -FIR, 01 HEM -FIR.' 01 Hem -FIR. fl, HEM -F R, 01 2.57X1.81£ 2:57X3,61£ 8.22X3.61E 4,5X3.611 4.5X5.41E 320 9 10/�6. T Co MAX. -SPAN (HOME) 33*' 2 4/160 T.C. MAX. SPA HOME) 33�, 6 411q, T.C. MAX4 SPAH(H60E) 3411}'0 11/161 T.C. SPANCHOME) DOHIOM CHORD,SPAN 401 5 1 161 BOTTOM CHORD SP 4910 10 12/160 VBOTTOM CHORD SPAN 44o (,' 11/16• BOTTOM CHO D' SPAN Joint "E" 11 381 9,*11/16' 1 TCPNL1 TCPNL2 BCPRLI TCPHLI TCPNL2 BCPHL1. TCPNLI,'. TCPNU BCPNL1 TCPHLI CPNL2 8CPNL 2431C 1638C 2276T 2242C 1960D 1320C 1713T lit 4Z" , 15111 2069T VE 2 t.22 2668C 098C 2531T I �, - fl �8 ;VERTI VERT2 DIAD BCPNL2 ERTI VERT2 DIA,O BCPNL2 VERTI , VERT2, DI G 9CP41 VERTI RT IAO. 2,57 2CPHL2 2276T �% 162T 744T_ 7 C 20697, 164t �751T 736a, 1753T,� 166T 76 645C 531T 160T 735T 073P �A JOINTP JOINT C JOINT 8 JOINT C JOINT A JOINT B , JOINT C JOINT A :JOINT 8 JOINT'C JOINT 1 00 2.5 6 3.22X 1 5.4 2*57X IiBO 2.57X 3.60 3.22X 5.40 2 -57X 1.8 2.57X 3.60 4 .5OX 1,3.60 2:,JIX 29X 5.40 , JO I NT Ai 2.57X 9.00 2. 7X 3.6 *%t , L JOINT.,D JOINT F son JOINT D 'JaPHT JOINT F JOINT D JOINT:E JOINT F JOINT 0 NT E JOINT F 0 "5.40' 29X 1.80 2'.57X 5.40 2.57X 5.46 1.29X` 1.0 2�57X 5.40, 91.57X 5.40 1,29X 1.80 241t S. 0 2.57X 5.40 1.299 IWI.ed "�:O J ISOIN 7 50INT D JOINT I JOINT 0' JOi 9 NT I JOINT10 2 - 7X 2.57X4.5 5.4 7,.OX5.4E J0114T 0 JOINT I 4.5OX 1 5.40 JOIN' 57 4. 3o22X 1.20 4. SOX 5.4 ;3.224 T.90 4.5OX .5.40 3. 22X' 7 Q L22X 7!20 31 56X 5.4D H JOINT H JOINT 0!1� 22X 7.2 IE 4.5X 7.2 E 7_Q_XT2E__ JOINT H JOINT5 57X 3" , 0 BUTTE N' 2X Block For 3.22 ;4 m7k 5.40 4k, 9� le, . I / .1 - -__h Side HgM-FIR, h 0 u Compound center 2XX HEM -FIR. 02 E.1-1 02NEM-FIR'.2 SPAN(HONE) 301 9 15/16- MAX. SPAN(HO40 281" 1 7 16d T.C.MAX RD H 0 29� ": T. I 6 16 T.C. KA?a SPAN(HOWE) 300 0 8/16- T.C, Ay. 381 Q 60 6 9 NORD SPAN Splice T111 r'11 SPAN 61 7 15/161 BOTTOM HORD S 6- 9 8CPHL1. A DCpN v PNLI UILE ING it TCPHLI TCPNLI TCPNL1, TCPNL2 TCPHLI CPNL2 11 33� 6 14 1*2p AA, �351 .3 14116- 3 PAN 0 NLOOTTO 2157C 2004CL .1C L' 'CP 17700 j,'194C 1583T DEPAP 23410 15 C 217 NPHLc '52. 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X �,7 3. �22,� 7 2 0 4-50X� 5-40, 3i2 3.22X 5.40 5,3. 2X 7.920 JOINT H I N I H, 'CE TERED JOI H %: 5 5 2.57X 5.4o 2.57X 3.60 5.4 IF " .2 T UNLESS SHOWN 2 0 0/ a 260 27e a 0/j6p 281 8 0/16 L4_j -A- TCpN111 0 Z P a: -T f t5 14 C 1943C 1842C 1244C 1700T 1643C 11091 L x 5.4, 7,2, 4 72 T LI TCP2k BCPML1 W, BCPN TcPHLi TCPNL2 BCPHI.1 TC NLI TCPH BCPNL1 OTHERWISE 4 T 2 57X5 BCPN V BCPNL2 VERT VERT2 DUG lor.,10. WE I cf. 8 FE C N1 V 71 VB T2 DI L2 ERTI V9RT2 A0 DCPNL2 VERTI ERT2 DIA or RO W_ 1020T 130 597T 034C 1700T. 135T 619T 6 C 14707 140 JJ421, : 5390 0 IT 30T 597T 0 JOINT JOINT 8 JOINT a JOINT A JOINT 8 JOINT'D NT 0 JOINT C L/4 L/4 1'� J NT'A, JOI"T 8 j C , 0 JOINT A Joint 11C 10 2.57X 5 .4.i 2.57X 1.0 , 1,29A 5.40 . 9 I� 1 .00, 1.29X 5.40 15 2.57X A!', 4.5 X 3.60 SIX 2.57X 5.40 57X F JOINT JOINT D JOINT E I JOINT F JOINT 0 JO Sp4c INT 0 T D DINT E JOINT F NT INT I . 1�iq� 12.$ JOINT .4D 1-.29X 1.80 2.'p7X 5.40 2.57X, 5.40 X 4 i.29X 140 2.57X 5 40 2.57X �5.40 1.29X 1.80 SIX 5 '9' '."0 1.29 57X INT 0 Jo, F" (JOINT JO INT,',' 'o an"T JOINT - JOINT 7.'20 45SOX 5.40 3 3.22X 5.;ko 3. 2X X5,� 1 j.j 22X .2? 4.5OX m JOINT51 1 X !21 7i2O 2X4 I JOI JOINT H I DINT H' JOIN H t 8 luoncd� 2,057 5.40 2i57X 5,4 '2.57X 3,66 2.57X 3.6 Joint Foe, compo Vert 2, 240 0 6. splicG 'AN I 25, 8 0/ 6- 2611NL6 1410 T" I I PHLI TCOHL-2 'CPN TCPHLI T NL2 TCPHL11 CPHL2 DCPNLI 2 � 8 0/1,6- TCPHLj '21JD PIHL2 BcPNL1 BCPHL x 1 IV4 1706C I 3C 1574T .526C 031C 130ST2C 1347C 109OT D CPHL? 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A O 2.JO 2.571 .5.40 2.57X T0.80 1.29X 5.40� 111 J0114T D JOINT E JOINT 57 02 1 16INSFF JOIN JOINT 0 JOINT E JOINT F JOINT JOINT E D JOINTi'E JOINT F 5.AO 2.57X 5.40 1.29X '.80 2.57X 5.40 2,57X 5o4O 1 D lim: 5,40 1 Joint,"H' joint 29X 1.0 X 1.29X 1.60 2.57X 29 1.80 2.57X 1.40 Joint "G'k 1-96 f* 2 67X 5.40 2 X 5 41 INT 0 -JOINT I JOINT JOINT 1 01 r, I 1 5 1 JOINT a J0 N'T 31022X 5.40 3.22X 7.10 3.022N 5,40 3.22X ?'20 3.22 5.40 3.22X , 7:.20 4 5OX S.' 3 221 7.; "W" TRUSS (Howe) 50114T H JOINT H JIT H 01 H A If 'A' 2.57X, 3.6o 2.57X 3.60PROF 3.40 J.D.ADAHS CO- BEARS NO PLATES- "HULTI-SPIKE., BY 1 PITCHES 4 . L RESF,ONSIBIL%TY MR THE ERECTION OF TOSSCS, PERSONS USING TRUSSES THE j.D ADAMS Co. PLATESis TO BE PRESSED INTO BOTH SIDES. ENGINEERING SEALS ON ROOFL.Li 16 R00FD-L,.!_ ARE 'CAUTIONED To, SEEK PROFESSIONAL ADVICE IN :REVERSE SIDE AM APPLICABLE TO THIS DRAM=, CEILD.Li_10 CELLI, ILECARD TO`ERFCTI0 BRACING AND PERMANENT BRACING 1 CENTERS - '2411 DATES 67 2 DWG, NO. MK */o,STL 25 TC, SIZE 2x4-. BTC. SIZE .2x4 JD. ADAMS CQ WEB SIZE 14-�!? 2x4 .PYO, SPRING$i COLOL I % m I , , ., � , V � � ", , , , ,, i� , �1 , �, AX;yl "p, V, -P� Ig 44 �v W tA ii. i, 119 1, 1 - - 1. 1.11 1 1 � 1 il,�4, 't , 1, , I )�:� ? , j., ll,i,l 1, , '', , I � I I 1 11 1. ".1 jil 1, 1 .,- 7 "t, M 4"; "o, 'i V: lr� IT I V IJIII�, 'e". Uit, 1, till it 4.� it vd -V, t. w4p � I . (� I li. I . , , 1 4, 1- ;1 ,,, I 1 1. 1 � �, il . " i '. ., r7 t 1—t 'el t lq, Ott 0 itIil I lip R5 4'i`� f 0 st MI MI, �:R py W 41CRO I i C PAUP E v orn Po, 0 s 0, b ft t. ef 0 Q c .0 Oz :9?,� tz,� Z: 0 L T�'TA � T_ L I L1. 06 4, dthe JpOst 6�m* mer'd h 'suumlit'lengineerQ �eticdfl of frusses for approal Prior fo ereefion. CCAY, le - BUTTE COUNTY BUILDING DEPARTME�4#p APPROVED d defell of frji�es, Submit engineare 41 .4il e> f or, opprip cd prior fo er�fio. it 4 53 \\Tl tot> FROYID8 EN5RGY INSULATION IN ACCORI)At�CE WITH APPLICA PROVISNS OF ARTICt4 5� SUl �HOUSING, LAW. 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