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HomeMy WebLinkAbout039-270-110t. r 39-27.�,.� t. 39-27.�,.� Larry Lambert 395�FBa.,t, , lot 102, Dayton Permit �k5494-8@:B, P,E,I(new singe�p� family)'_ty�q ( �I�/_-.D e' 39-2V-84 port. ermit 1#160-82B(lst renewal for #5494-80) �pemit 039-270-110 PERMIT#96-2834 HOCKERSMITH, Michael- ichel-3959 3959Front St. , Chico' Cont: Skyline Ent. 1fx� Htg "&j AC/SF #97-0072" PERMIT_ 39-270=110 NOCKERSMITH,Michael 3959 Front St-." Dayton Cont: Skyline Enterprise., Gas Wtr •Htr/SF = ---1 , -tA✓ - 4 039-270-110 PERMIt#96-2834 HOCKERSMITH, Michael 3959 Front St.', Cont: Skyline. Ent. Htg & AC/ SF kA1vqle1V IC - OFFICE COPY Address GAS,' D� a� �te Meter By— ELECTRIC - Date Meter By .. .. ..-.T . r... .�.... _... -. - --. - t. rn +_p7-, T.....-- .-r1#'7,T•rTr .;1.' 1 i �±(��' .',R- 'Vf�` .. •v,�. v� COUNTY OF BUTTE- DEPARTMENT OF D ELOPMENT SERVICES -.BUILDING DIVISION 7 County Center Drive - Oroville, Ca ornia 95965 - Telephone (916)1538-7541 PERMIT NO. APPLICATION SID PERMIT ZONING BUI 'NG PERMIT asSESSORPARCELNUMBER 019-27 0 110 TELEPHONE SO• FT. OCC. BUILDING VALUATION OWNER MICHAET 1WKERICIMPH - OWNER'S MAILING ADDRESS0111 FRONT3959 STRM, _ v CONTRACTOR'S NAMEMn TELEPHONE � II ,r CONTRACTORS MAILING ADDRESS - Fireplace '• CONSTRUCTION LENDER UNIQJOWN Y Total Valuation $ Filing Fee $ 20.00 a LENDER'S MAIUNG ADDRESS Permit Fee `�. $ ARCHRECT OR ENGINEER LICENSE NO. plan Checking Fee $ Energy Plan Checking Fee $ _ ARCHITECT OR ENGINEER'S MAILING ADDRESS I Penalty $ PERMITFEE $S BUILDIN AQDn�R��S�' " �yJy FRONT ST, CHICO-- ' PLUMBING PERMIT Filing Fee 20.00 I Each Trap 7.00 PARCEL MAP SUBDN510 LOT NO, N'S NAME Solar or heat pump water heater 23.00 ( Water piping 15.00 USEOFSTRUCTURE Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlet 15.00.1 1 SF •a Duplex ❑ Mobilehorrie ❑ Other SPECIFY Building sewer • 15.00 .r' TYPE OF WORK 11 Mobile Home S G W 920.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other- PERMITFEE s Describe Work: INSTALL IPTG & AC Contractor 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service OOOV OR LESS ( 2ooA oR LESS ) 23.00 Maui Service ( 200A TO 1000A ) 46.00 N" J, NEW CONST-' ( DWELLING OCCUR OR ADD S.& ACC. BLDS. ) SD. 3.50 FT. LICENSED CONTRACTOR'S DECLARATION NEW CONST. MULTI -OUTLET NON-RESID.' ( BRANCH CIRCUITS @7.50 1 hereby affirm under penalty_ of. perjury that,I am -licensed under provisions of Chapter„ Division 3•of the Business and Professions Code, POWF3i Appggq7US ( 8 SINGLE OUTLET CIR.) 9 (commencing with Section 7000) of my license is in full force%and effect. �7 +I Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1 00 BAL 50 ;and y License Class .� 4 /7 % Lic. No. i A• �/ L` / FIXED APPLNS. OR.14 Ex. Occup. (OUTLETS (RESID.) EA ) 5.00 OWNER -BUILDER, DECLARATION Temporary Service - 23.00 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Mobile Home Facilities 20.00 Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole; compensation, Misc. Wiring tii 23.00 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 PERMITFEE S to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this Contractor reason MECHANICAL PERMIT Filing Fee 20.00. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: Heating r ❑ 1 have and will maintain a certificate of consent to self -insure for workers' Cooling compensation, as provided for by section 3700 of the Labor Code, for the Hood 6.5d ,Oil performance of the work for which this permit is issued. k O 1 have and will maintain workers' compensation insurance, as required by Section Ventilation 3700 of the Labor Code, for the performance of work for which this permit is issued. PERMITFEE $ My workers' compensation insurance carrier and policy number are: Contractor Carrier Mobile Home Installation Fee $ Policy Number�/- (The above sections need not be completed if the permit is for work of a valuation Energy Inspection Fee $ of one hundred dollar ($tob) or less.) for this is issued, I shall occ coNST'TVPE .TOTAL FEE $ .,r .+ ❑ 1 certify that in the pat�m a of tfae�work which permit not employ any person kin' Aber so as to become subject to workers' California, arld a�ree that if I should become subject to the HAZ, D' ES IMP FLOOD COF PARC o ISsuE compensation laws f workers' compentipn provisions of section 3700 of the Labor Code, I shall This permit is reby -ssu d under the applicable provisions forthwith comply with t ns. of the Bu euntC a and/or Resolutions to do work Date - 1-•� indrared bove for w ich fees have been � / paid. _ j—?' Signature of Applicant - Owner ❑ Contractor ❑ Agent � An OSHA permit is required r excavate n over 60" deep and demolition or construction By Daira ��� ,'n. of structures over 3 stories n'� PERMIT EXPIRES ON 12/26197 Receipt No. '1. WHITE-D.D.S.-E.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Date) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIV ION 7 -County Center Drive - Oroville, Californ4-95965 - Telephone (916) 538-7 4 PERMIT NO. APPLICATIWAND PERMIT ASSESSOR PARCEL NUMBER ZONING BU&bINGPERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS )NT STREET, CHICO- 95928 CONTRACTOR'S NAME SYYI.TNE ENTERPRISE TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIOVOWN Total Valuation Is Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ G CpE(]g BUILDIN 3 TFRONT ST, CHICO y PERMITFEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EKX Describe Work: INSTALL HTG & AC — Mobile Home S G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service OOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 I's in full force and effect. ��� License Class fZD G,!% GZLic. No. iJ 5/ i OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. ) SD. 3.5¢ FT. NEW CONST. / MULTI.OUTLET NON-RESID. \ BRANCH CIRCUITS ) 07.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES 20 @ 1.00 BAL .50 Ex. Occup. (OUFIXED TLETS(RESIoj eA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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. AI 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. per anolicy number are: My workers' compensation Ins rance ce C%�`-' Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating 60,000 15.00 Cooling 1 — TON 1 00 Hood 6.50 Ventilation PERMITFEE $ 50.00 Contractor Policy Number 4--l-1D O 2 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisi Date %Z Z�f �� _ Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 85.00 HA2. I D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resol tions to do work indicate a ve for which es have a paid. 14 BDate 12/26/96 y PERMITEXPIRESON 12/26/97 I (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -A PINK -INSPECTOR GOLDENROD -APPLICANT ,s -._r^^". ......-,.,-.-,..�-t-v�.+We'wes�n-wsra�".+-�4'p�^yKRn,ri.as...,.rt.,...nr.rsr��^'7r+�,r:3ret•4.t'�,•'�3'i?�iicaF!f':S�y '�s„.±s'.p��, y ... .'.?;":. • 1 •- . J � r 039-270-110 PERMIT#97-007,' HOCKERSMITH; Michael. 3959 Front St., Dayton Cont: Skyline Enterprise `Gas Wtr Htr/SF Q co 0 1 r COUNTY OF BUTTE -DEPARTMENT OFDEVELOPAEIENT SERVICES -BUILDING DIVIS 6N 7 County Center Drive - Oroville, California 95965 -Telephone (916) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-27-0-110 ZONING —4 BUILDr4G PERMIT OWNER MICHAEL HOCKERSMITH TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3959 FRONT STREET rHICG 95928 CONTRACTOR'S NAME SKYLINE ENTERPRISE TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3959 FRONT STREET, (; Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ®iX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 XT TYPE OF WORK h New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Oa Describe Work: GAS WATER HEATER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE S 35,00 SEE 98-2834 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zuonoR ES: 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.POWER �Z LIC. No. 9©/ License Classy GOD c/J 5 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( SO FT. NEW NON -R SLID. MANCTI OUTCLETVITS @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FDCTURS Q 10 0 B 20 20Q . 00 FIXED APPLNS. OR Ex. Occup. ouTlFTs RESID. EA 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE $ 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. ,Ef I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: CarrierT.?�? MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy NumberG. (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any. person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thos provisions. . yy� I X�//.�J __ Date f Signature of Applicant - ❑ Owner Contr_acto_r ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HA2. D. FES IMP FLOOD CDF PARCEL PD HDSUE 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. /[l.C% By ate TT // _ /-..� PERMIT EXPIRES ON � Date Receipt No. z• ti :d WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i T COUNTY OF BUTTE - DEPARTMENT oVbEILOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-27-0-110 ZONING BUIL G PERMIT OWNER MICHAEL HOCKERSMITH TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3959 FRONT STREET , CHIGO 99928 CONTRACTOR'S NAME SKYLINE ENTERPRISE TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20•00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3 959 FRONT STREET, CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF MX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe Work: GAS WATER HEATER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 35.00 SEE 96-2834 ELECTRICAL PERMIT Filing Fee 20.00 OOOVOR LESS 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 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 420 G/7 <Z Lic. No. �PW17 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 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)6 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' com ensatio insurance carrier and policy number are: Carrier �T /��� Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADDNS. ( & ADD. BLDS. 3.50F. UTLE9 rNOE RESIDT =O CIRCUIT!; @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu . OUTLET OR FIXTURES 20 Q''50 BAL @ .00 ED Ex. Occup. OUTLErs(REESID.oEEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 34� e— (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thos provisions. ,K,/%1' _ Date l ��� _ Signature of Applicant - ❑ Owner Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ is no HAZ. D. FEES IMP FLOOD COF PARCEL PD HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for h ich fees have been paid. 1'�-�/'—Date PERMIT EXPIRES ON ( �- Dete Receipt No. 206992 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t v �--r- PERMIT NO.�+53-8flB PERMIT EXPIRES41 rii/Ol —T "?s OWNER LarrykrLambert t ~ CONTR. owner 39-27-84 port. { r ASSESSOR PARCEL 3955 Front St LOCATION •, lot 102, Dayton �4}t _ V• .. :9..:a+•y � fir. I t Q,., r , IL ` • 'µti _=.:,�..A 9 z t Temp. Power Pole Called PG&E Temp Elec.'Service 1 �-� �, ,•� r �• Called PG&E y - Temp. Gas Service Called PG&E JOB FINALED,(Date) I Z" V t • � ` Signature i�ft..m, s, ( •. J = OK 0 = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'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. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'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 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater B. 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-1 Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date 0 V = OK 0 = Not GK - _ ,C&Applicabl'e RESIDENTIA.I (Single and Duplex) *�= Not Ready Date UNDER OOR Plans OK except #'s Date FRAMING (Continued) oning requirements -Setbacks -Easements $6!Property Line Firewall & Openings g., Main; Soils-Steel-Elec. Grnd.- //Z/" Ftg. Depth 49r/Ext. Doors -One 3' -Check Garage -3rd story, 2 exits g., Garage; Soils -Steel- / JZ(" Ftg. Depth 3'07 Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection orches & Decks; Soils -Steel- / /" Ftg. Depth 4+ -Plywood on Roof Overhang -Attic Vents -Rafter Outriggers , to alls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer c 90 emwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access iers-Fire Ftg.-Steel -5T. Glazing Area -Glass Protection -Skylights -Plastic W.V.: Fall -Fittings -Test -2 way -se aes hear IIs; Nai ing-Bolts ze-Anchors ipe; Test -Anchors -Regulator -Service Test Underground & Ducts; Clearance -Material -Support -Ins. Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Card -BI Date y- L • Card -BI Date Date f%--- Card -BI Date Card -BI Date/ZCard-BI Date Date FIN (Plans) OK except k's Card -BI ti Date i Card -BI Date IWpgt. Date - PLUMBING (Permit) SOK except q's Steps -Door & Sidelight Protection -Landings oke Detector _ . Water Ht.; Vent -Access -Combustion Air . Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Water Pipe; Test & Anchors -Nail Protection D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting Shower Pan; Test, First Floor -Tub Access . G.F.I. & ath Fixtures & Tub Access 4Z. -Test Tub & Shower, 2nd Floor -Tub Access .r94-E4ec. Trim & Subpanel; Breaker Sizes -Labels -i9. Gas Pipe; Size & Anchors r2t.77!%Es & Rails _ fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date !TZ -2c. 66" -Kit. Outlets at Wood Panel; Int. & Ext. Fixt. & A fiance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date J6 ec. Outlets &Receptacles at Kit. Counter Date ELECTRICAL Perrrit OK except N's garage Fire Door; Swing -Landing -Closer '6877A -C• Duct in Garage -Damper I' ture & Transformer Clearance -Ins. Protection tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Elec. Receptacles Spacing -Lights &Switches at Doors I�b., Elec. & Mech. Equip. Listed for Location Size Boxes & No. of Conductors -Stapled lec. Receptacles in Garage; (G.F.I.)-Romex Protec. Romex Installed Close to Edge of Studs & C.J. ie Equ.p. Ground made up w/Mech. Fasteners -Bond Gas &Water lat ion- Foam- Looked in Attic es 2 Appliance Circuits in Kitchen &Conductor Size uard Rails &Deck Construction -Post Caps Subfeed Wire Size / / ga. Cu AI C. Wire Size / / ga. Cu or AI fel-pnn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No Following instld.: Drive es ❑ No; Walks es ❑ No; Planters ❑Yes QDIe- Service-Riser Conductors & Ground -Main Disconnect ; Brown -Finish 39!Equip. Clearances; Panels-Motors-Mech. Equip. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet eCr.-Clothes Closet Light -Shower Light Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Wipter Well; Disconnect, Electrical, Plumbing gpe'Exterior �Ll,_>entilation Elec. Trim; G.F.I. Receptacle -Underground throughout House Card B-I�L Date, Card -BI Date Card B -I Date Card -BI Date ss Protection Date J MEC ICAL (Permit) OK except q's 8g e orrections from Previous Inspections .-ft->;a� Test -Meters Tagged; Gas -Electric 3 .,)A.C. Ducts; Insulation &Support 8 er & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Vent Fan; Exhaust above Insulation - 33- Condensate Drain & Overflow; Size & Grade -34--Furnace-Vent; Access -Comb. Air -Return Air Vent -115V outlet -95.-Attic Access & Platform if Furnace in Attic Card -BI Dat Card -BI Date Card -BI Date Card -BI Date Card -BI 1, L9 Card -BI Card -BI ate Card -BI Date ate 1/ Card -BI Date Card -BI ^ �o Date - J Card -BI Date Date l FRA ING(Plans) OK except p's Comments a Final: _ W. Sills; Proper Material & Anchors 3LZ Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound QB -Bearing Walls over Girders & Floor Nailing o ' - �aft Stop in Walls (rat proof) _ ire Stops; Furred Ceilings -Stairs -Chases -Tub 1i� L _._Header & Beam -Size &Bearing 42. Hangers Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac. Shthng.-Rfng. 44. Fireplace T(ie�or Type AFlue-Fireplac T L—Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 49-Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 46-�rage Fire Protection Framing (NOTE: An entry must be made each time you visit job site) OUTT'F Inter -Departmental •`Memorandum A&&Z ���L •�o�,N To: � FROM: // C� vQ��� SUBJECT::: �P�,� �& 7 DATE: //k 4�0- vim. . ga_��t �" /,-,P 0/� BRG JOB NO. 079799 TYPE= 717 TOP SLP = 4.00/12 TCLL= 14.0 PSF DESIGN PER TPI -78 8-10-82 PAGE 1 OF 1 SPAN= 20-00-00 BUTT CUT = 0-00-04 TCDL= 7.0 PSF NO REPETITIVE STRESS V06.05 0/A HT= 5-04-10 SPCG= •2-00-00 CUT OFF 9-03-08 BCLL= 0.0 PSF TRUSS NON-SYM ABOUT CL BGTX WOODWAY.INCORPORATED. R -END HOT 3-07-03• B'CDL= 10.0 PSF INCR:PL=1.25 LM=1.25 L2.0 GIRDER:LARRY, TOTL= 31.0 PSF' GIRDER TIE-IN SPN 35 -06 -UO PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE FT -IN -SX /12 LBS IN -LB LHS FT -IN -SX /12 LBS IN -LB LBS P 1= 7-11-12 4.00 C 1=-11058 906 W 1= 4106 P 4= 3-01-07 VERT C 4= -4317 0 W 4= 5397 P 2= 6-08-00 4.00 C 2= -4925 1135 W 2= -6264 P 5= 5-04-04 0.00 C 5= 0 30388 P 3= 5-04-04 -4.00 C 3= -4925 732 W 3- 2988 P 6= 6-08=00 0.00 C 6= 10491 43331 P 7= 7-11-12 0.00 C 7= 10491 43331 ADD'L UNIFORM LDS- C 1= -10.5 PSFt C 2= -10.5 PSF, C 3= -10.5 PSF, C 5= 270.4 PSFt C 6= 270.4 PSF, C 7= 270.4 PSF __=====LUMBER DESIGN SUMMARY=========(DESIGNED IN ACCORDANCE WITH TPI -78 AND HDS-77)====---=============== COMBINED ff DESIGN AUTO -FORCED *X STRS RATIO= AXIAL + BEND FB FT FC **************************** TOP CHO 2X 6 NO 1 DRY/GRN DF 0.365 = 0.365 + 0.000 1500 1000 1250 THREE PLIES MUST BE SECURELY BOT CHD 2X 6 NO 1 DRY/GRN DF 1.358 = 0.339 + 1.019 1500 1000 1250 FASTENED TOGETHER AS A UNIT. EXC TC 4 2X 4 STD/STUD OF **************************** ALL WEBS 2X 4 STD/STUD OF JOINT REACT(LB) MIN BRG(IN) TOTL LOAD DEF AT J 7= 0.181 IN. CJ I, 53 -5818 3.5 1 L/DEF= 999 L=20.00FT CAMB 0 1/8 ========CONNECTOR PLATE SELECTION==========(CONFORHS TO U.B.C. STD NO.25-17 (ICBO REPORT NO. 1591)======== JOINT HYDRO -NAIL SLOT LOCATION JOINT JOINT HYDRO -NAIL SLOT LOCATION JOINT PLATE SIZE DIRECTION X (IN) Y TYPE PLATE SIZE DIRECTION X (IN) Y TYPE CJ 13 4 1/2 X 6 PT PARA -BC CENTERED 1 CJ 53 1 X 4 PT PARA -VC CENTERED 14 CJ 23 4 1/2 X 4 PT PARA -CD 2 1/4 4 1/2 5 CJ 63 4 1/2 X 8 PT PARA -CD CENTERED 7 CJ 33 5 1/2 X 6 PT VERT 5 1/2 3 6 CJ 73 2 X 4 PT PARA -WB CENTERED 4 CJ 43 4 1/2 X 5 PT PARA -TC 2 1/2 4 1/2 15 CSJ 73* 7 X 8 PT PERP -MC 8 3 4 =CHD SPLICES -SLOTS PARA TO CHD(16FT. MAX LUMBER)= ====(PLATE RATINGS)==== CC 63 4 1/2 X 6 PT 20 GA. PT ( 171 PSI GRS) %yQrv� LS J SPECIAL NOTES: W 1. THIS GIRDER TRUSS HAS A BUT CHD MAX TIE-IN SPAN OF 35.50 FT AT 31 PSF. \ a 2. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE .01 �p ADDITIONAL LOADS SHOWN ABOVE ARE THE RESPONSIBILITY OF THE CONTRACTOR / 1fpZ�a AND/OR FABRICATOR AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS. 3. PLATES MARKED 'f' PROVIDE OPTIONAL PLATING INFORMATION. 4. FIELD REPAIR: 8 /10/8�HYDRO-AIR REFERENCE 3 C7c)79c) A. THIS REPAIR IS BASED ON INFORMATION RECEIVED BY TELEPHONE CA FROM P3LC,KY @ wOODW&Y (D' 2ROv./ Vvool� PRODuc.TS� WHOSE RESPONSIBILITY IT 1S TO VERIFY THE ADEQUACY OF THIS REPAIR AS TO ITS FIELD APPLICATION. B. NO REPRESENTATION EITHER EXPRESS OR IMPLIED IS MADE OF JOINfi DETAILS NOT SHOWN HEREON, NOR HOES HYDRO -AIR MAKE ANY SUCH REPRESENTATION OR WARRANTY AS TO THE.'CAPABILITY OF THE TRUSS AS A WHOLE. C. THIS REPAIR IS FOR A MAXIMUM OVERALL SPAN OF 2jo' Q " (., 0. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. E. JOINTS OF TRUSS SHALL BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING THE FIELD REPAIR. F. THIS REPAIR IS FOR A TOTAL OF I TRUSS ; S. ATTACH TO BOT SIDE OF THE SOT. CHD A SCAB l_o' LONG OF EQUAL GRADE AND SIZE AS THAT 80T,TCHD. USE 10D NAILS STAGGERED AND SPACED AT -6 'D.C. N DESIGN VALID ONLY FOR USE WITH HYORO-AIR CONNECTORS. THIS TRUSS IS DESIGNED AS AN INDIVIDUAL BUILDING COMPONENT. IT IS TO BE IN- NOTES: CORPORATED INTO A BUILDING DESIGN AT THE SPECIFICATION OF THE DESIGNER OF THE BUILDING. BRACING SPECIFIED IS FOR LATERAL SUP- 1. CUT ALL MEMBERS TO BEAR. PORT OF INDIVIDUAL TRUSS MEMBERS ONLY. ADDITIONAL BRACING OF THE OVERALL STRUCTURE MAY BE REQUIRED. FOR GENERAL GUIDANCE 2. CENTER PLATES ON BOTH SIDES SEE BRACING W000 TRUSSES'. FOR SPECIFIC TRUSS BRACING REQUIREMENTS CONTACT BUILDING DESIGNER. FOR INFORMATION REGARDING OF TRUSS JOINTS UNLESS OTHER. WISE NOTED. HYDROA/R FABRICATION, QUALITY CONTROL, STORAGE, DELIVERY, ERECTION AND BRACING OF TRUSSES, CONSULT THE QUALITY CONTROL MANUAL' AND 1. INDICATED CHORD SPLICE SHALL ENG/NEEP/NG./NC. THL RECOMMENDED CODE OF STANDARD PRACTICE'. BE LOCATED 1/4 OF THE PANEL P'.O.eo•7159 SL Lou1*,MUsourl 83177 VAVAILABLE FROM TRUSS PLATE INSTITUTE, 1800 PICKWICK AVENUE, GLENVIEW, IL. 60025.) LENGTH U6"1 MEASURED FROM AJOINT. t.�41 iylfw' _ 17' • 'TOP SLP - 4.00/12 TCLL- 14.0 PIT 9018H PIR tPf-l6 S�10102 'y ) SK BUTT CUT 0-00-04 TCDL* 7.0 PSC #0 REO TITIVC STRISS V".OS CUT OFF 9-03-00 BOLL• 0.0 ►^f TRUSS NON-SYR "OUT,tL SGfN- '- ��` : R-END HOT 3-07-03 BC-90a, '10.0 PSF ' INCRIPL•l.n L.1Nf.TS ' ��t.♦ ' ' �• TOTL- 31.0 PRF OIROC•R TIE-1N SPH , Y 401,11w FOU ROUT WED FORCE PANEL LENGTH SLOPE CHORD FORCE NONNT WE$ FORCE ' i"• LOS Itt-LD LDS FT-IN-8X /12 LDS 10-LO . LDS 4:00 C 1+e-11035 906 W 1* 4106 P 4* 3-01-07 VERT C 4- -4317 0 W 40 5797 Ik `. x.00 C 2* 'f1Y23r 1135 W 2• -6241 P S* 5-04-04 0.00 C S• 0 30358 .-U-04; -4.00 C 3■ .41125 732 W 3- 2988 P 6* 6-08-00 0.00 C /■ 10191 13331 � y i e P 7- 7-11•-12 0.00 C 7- 10491 43331 a- J IfSEi,!L 4IF40 ,LOS- C 1- -10.3 PSF► C 2* -10.5 PIF. C 3- -10.3 PDF, C 5- 270.4 PSF. C 6- 270.4 PSF, � } C 7* 270.4 PIF i' 's$*--lkLV*t* USISN SUMMARY......... (DESIONED IN ACCORDANCE WITH TPI-78 AND NDS-77)•••••................. ' .f {' COMBINED :FR'$m AIo-FORCITB !! STRS RATIO- AXIAL + BEND, FD FT FC R tll#'' i�7t 6 *0 -1 DRY/SRN DF 0.363 - 0.365 + 0.000 1500 1000 1230 THREE PLIES MUST BE SECURELY 41 tO 211 A #0 1 DRY/ORN OF 1.358 - 0.339 + 1.019 1500 1000 1250 FASTENED TOGETHER AS A UNIT. M 1C 4 2X 4 STO/STUD DF )I'LL V9110 2X 4 STD/STUD DF JOINT REACT(LB) MIN BRG%IN) TOIL LOAD DEF AT J 7- 0.181 IN. EJ 1, 53 -5818 3.5 L/DEF•• 999 L-20.00FT CAME 0 1/8 k, -+�-••■•CONNECTOR PLATE SELECTION .......... (CONFORMS TO U.B•C. STD N0.25-17 (IC8O REPORT N0, 1591) ........ JOINT HYDRO-MAIL SLOT LOCATION JOINT JOINT HYDRO-NAIL SLOT LOCATION JOINT PLATE SIZE DIRECTION X (IN) Y TYPE PIATE SIZE DIRECTION X (IN) Y TYPE • t '1 13 4 1/2 X 6 PT PARA-BC CENTERED I i., ) 1 X 4 PT PARA-VC CENTERED 14 1 21 4 1/2 X / PT PARA-CD 2 1/4 4 1/2 5 (.' cl 4 1.2 X 0 PT PARA-CD CENTERED 7 ;,1 33 5 1/2 X 6 PT VERT ., 1/2 3 6 [J / _ X 4 PT PARA-WB CENTERED 4 'J 43 4 1/2 X 5 PT PARA-TC 2 1/2 4 1/2 15 (SJ 7i I X 8 PT PERF'-MC 8 3 4 CHD SPLICES-SLOTS PARA TO CHD(16FT. MAX LUMBER)=--(PIATt r,Ai[NUS>-==3 .0 67 1 1/2 X b PT 20 GA, +l PS"I Gk51(^bo PECIAL NOTES:. �\! v 1. THIS GIRDER TRUSS HAS A PUT CHD MAX TIC•1N S, AN Or S`,.,5q r AlAt 31 PSF, �� /a 2. THE CONNECTIONS AND/OR MEANS ^c SUFFORT (I:ERI.NE•D PY fit p) FI.R 1H P ADDITIONAL LOADS SHOWN AE VL AkE '.,iL P.FSF0N51..'. !Sr 14 1•tF t,INTI.A•,• F / AND/OR FABRICATOR AND MU,' Ft nAUI UI IHOUT "A'" i jk AI It ­I +w I 5. 1V i 3. PLATES MARKED 'a• PkOVIUE UFIIONA FLAIL•' •r..,,k•r.•:GN, 4. FIELD REPAIR: A. THIS REPAlk IS BASL(' OP, ,n Jkn. " u •, r r; ,I,rl Fr Px(_I<Y E < WHOSE RESFONSIPILITY IT 10 VLF,,, r WGC 7�� _. .. +,<iM 1~,`E p •t 0,'A, ' J , 4 IIS FIELD API LILATION. I B, NO REPRESENTATION EITHEF'FXFtE4c� � I-+ t I I I is M. •.Cr SHOWN HEREON, NOR DOES t HYDRO-AIM MAKE ANY SUCH 6'ELLLEENIA'"IC•) IR wAc,•A•.' t-i+F'AUII:" CI THE 1RUSS AS A WHOLE. C. THIS REPAIR IS FOR A-A.:4UM w•�A , �. . D• THE END DISTANCE, EDGE DI+TAr+'F .vic, 51.:, ­., j'AN:t. t,+,, l BF ;Ut.. „• 11) AVOITI SPLITTING OF THE WOOD. I E. IJOINTS I)F TRUSS SHALL BE bL l,jI,m (- I,; ,it F ; ,, V. , ,. ' I Ian.' P(Ful\E At PLYINU IHE FIELD REPAIR. j f F.. k pAlk IS FOk A IOTA u� !� 1f 3: dAfTACH TO'aoT SIDE OF THF SOAP L. ` L"+n, JF EOUAI ^A- AND `� ~ t SIZE AS THAT� E50i CHU, USE' 10D HAMS SIA(: a, kE : .,ir ",, A((' p, G •0 /T-\�iI1 r•�( •/�; 1 �:4fZ p f a. r Js Cs 6 G .'"o�P� I 0[QtOO VA►N) ONLY FOA USt YTITN NVONO•MA CONNICTORS. TNtt TAW" I$ 09316"!0 AS AN IN01VIDUAL &VILON10 000MONtNT. IT Nl TO k IN NOTIS: I CON►ORATtO HlTO A OWSONNI OlSIOM AT TNI VILIFICATION OF TNl "SIININ OF TN! OUILMNI. INACNHI O/C,FIt01S FOA IATIFuLL SW. )• CMT ALL MSMCtRt t0liAYl ,. - - PONT 91WOMM" TMIOWItSIAS "I.V, ADDITIONAL OAACIAO OF TNI OVSNALt STIWCTURI MAV gg RlOYlIlO. fOI RlMIIAt OYIOACtI L Ct*TIR FLAM 40 OOf* f "� ! Itt MACHO) Nr003 TtOSKC. FOS StKl?lC TIM DRAW o RfC"ll tNT1 CONTACT SUILONI4 Ottt"IN FOR INFOM,4nON Al"NONIO OF TAYft JONITt1Mtt* iA% )RCE NOTt& , IAiN'.f,ATICS. OYAITIY CIlTA9t, /T91AIt, OILIYCNY, CIIChYOf ANO SAACdlO If tlYtttS, CSNISWLT 1Nj pYAIITV CONtAOt IMN,ILAI• A*O 1. WIOtCATtO t/ltE�.'llTt . L M1SCOtM1EL"op"HIT ANOAAOY C I•. IX LOCA IS VO * TNt,rr 1 NAVAFLAKI FROM "M PLATI k"TIT111t,100 NCXWICI Avg= 4LtNV1tM, It.1t011J km MA$3xs COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS 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 s comple ed. If you have any question pertaining to this matter, or need additionarption,'please contact this office linmediatel y. l 1 1X '.(l (-- Inspector / Inspector Da RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE I THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS (l/ocation BUILDING PERMIT NO. A.P. N0. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: . (Check each item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge. ^� Single Glazed /I Fdn. Walls Special (Insulated) eti Floors CERT. & LABELED WDS Walls & SLIDING DRS. Ceiling/RoofRSTRIPPED DRS Ducts 40, BACK DAMPERED FANS Circulati 1i INTERMITTENT IGNITION DEVICES - APPROVED HEATERj -,._-#- CERT. APPLIANCES APPROVED WTR.HTR I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name Signature of (p ease print) Insulation Applicator State Contractors License No.;M11C14"; General Contractor/Owner Name 1,ARRV U ► AA18981' (pease print) Signature of General Contractor/Owner Date 10-.17- state ©o1.%-State Contractor1s� License No. 3 ,THIS CERT IF ICATE 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. - .4 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS P MIT NO. i 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 -� APPLIG,ATION AND PERMIT ASSES O PARCEL NUM ER ZONING _ _ o BUI ING PERMIT IV I OWNER TELEPHONE i SQ. FT. OkV1 BUILDING VALUATION OWNER'S MAILIN AD ESS 3 92 CO RACTOR'S N E fit TELEPHONE O TRACT7R*S1MAIIING ADCRESS Fireplace O STRUC / r� UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILjJ4G AIDD ES �f G Permit Fee $ AR HIT CT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ S BUILDING ADDRES PLUMBING PERMIT Filing Fee 10.00 / Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF It Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑`'Re odel ❑ Utilities ❑ Installation ❑ Other Describe work:�� � <lal Q�, `'^'„S���� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.01) OR ADDNS. ACC. BLDGS. 20 sq ft 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 m license is in full force and effect. y License No. �S�%�✓ � 3 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR MULTI -OUTLET 2,50 ea NON-RESID. BRANCH CIRCUITS) NEW CONSTR. / POWER APPARATUS &) NON-RESID. \SINGLE OUTLET CIR, 50 a 250 Ex. Occup o XLETs OR FIXTURES BAL�1 IXED Ex. Occup.( OUTLETS P(RESID )REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 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. ❑ 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 shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabili 'es, judgments, ts, and expenses which may in any way accrue against d County in c quen a of the gra Ing of this permit. /•— �j���� X to Signature of licant — Owner ❑ Contractor Agent ❑ An OSHA it 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 $ OCCUP. GROUP I TYPE OF CONST.. I PARCEL PD ND I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT OF PUBLIC WORKS `' By. �— � d Z Date.G J PER4T EXPIRES Date Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPAR'; 1 711 .i!' ,t /Y•,,iILITiICfFF +�-$0+t!' /C$f1�� IyO 4 r , t�1s �n►r 1 a��>r11 tc�L., 0..2, t114`. * 3� NOT 3^-07-071 ' tC4' • 30:0 Pt1F ry... r TOIL* 3110 !tF 14 > <1NCt V41LNT wet ,FORCE PA)IEL LENGTH SLOPE CfWb FORCE liONiRS was .,1r1' fw C (. i,l TIO -Lt 1811• q, �$..f+I 1104JS 106 W 1"' 41106 FT -IH -SX /12 titsi$1*4i P 4. 01 3--07 VERT C •4• -4317 .5�jAA* AY3'5 1.135 W 4 4264 P 5■ 5-04-04 0.00 0 $a O .:303ea 410 •C 3• -4925 73Z fit 1* 2988 P 6- 6-00-00 0.00 C 6. 10411 42[334. • P 71 7-11-12 0.00 C 7. 10111 4n;1 wi 't,0:- 1f 10 -10.5 PSF. C 2- -10.3 PSFr C 3- -10.5 PSFr C 5-270.4 PSFr C L. 270.1 P$Ff, C 7! 270.4 PSF • " t.AIl�iKlt tiESISN SUMMARY ...... ...(DESIONEP IN ACCORDANCE �' WITH TPI -78 AND NDS-77)•••....s....s..6w*-i.+ •g COMBINED ea 19111t0N 411TO-FORCED tt STRS RATIO- AXIAL + . rt" 21( 6 NO 1 ORY/GRN OF 0.365 SENDFB FT FC ittitt]iiitttltiYttitttt$Ittt - 0.365 + MILLS itc 6 NO 1 DRY/GRN DF 1.358 0.000 1500 1000 1250 THREE PLIES MUST tESECUR[LY•,J r - 0.339 + 'Rt A, 2X 4 STD/STUD OF 1.019 1500 1000 1250 FASTENED TOOETHER AS A UNIT. itttittttttttttiitttititiiit +n f/ OLC V_ 2X 4 STD/STUD OF JOINT REACT(LB) ' MIN BRG(IN) TOTL LOAD DEF AT J 7- 0.181 IN. t� CJ it SI -5818 3.5 L/DEF. 999 L-20.00FT CAMB 0 1/8 ""m .•.WCONNECTOR PLATE SELECTION ..... === (CONFORMS Ji INT 14YORO-NAIL TO U.B.C. STD N0.25-17 (ICBG REPORT NO. 1591)-....... SLOT LOCATION JOINT PLATE SIZE DIRECTION X (IN) Y TYPE JOINT HYDRO -NAIL SLOT LOCATION JOINT PLATE SIZE DIRECTION X (IN) Y. TYPE 4 1/2.X 6 PT PARR -BC CENTERED 1 fJ 23 4 1/2 X 4 PT PARA -CD LJ 53 1 X 4 PT PARA -VC CENTERED 14 2 1/4 4 1/2 5 LJ 33 5 1/2 X 6 PT VERT 5 1/2 3 6 11 61 4 1/2 X 8 PT PARA -CD CENTERED 7 IJ 71 7 X 4 PT PARA -WB CENTERED 4 EJ 43 4 1/2 X 5 PT PARA -TC 2 1/2 4 1/2 15 CSJ 73t 7 X 8 PT PERP -MC 8 3 4 -CHO SPLICES -SLOTS PARA TO CHD(10FT. MAX LUMBER)= -EC 63 4 1/2 X 6 PT ====(FLATS RATINGS)-=== _/I / !! -0 GA. PT (171 PSI GRS) r. SPECIAL NOTES: 1. THIS GIRDER TRUSS HAS A BUT CHD MAX TIC -IN SPAN OF 35.5 FTAT 31 PSF•• 2. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED By GTFTCkSI FOR 1Hf ADDITIONAL LOADS SHOWN ABO':E ARE THE RESP6N191Pli:Te OF THE GUNIRACIUR- AND/OR FABRICATOR AND MUST BE HAUL WIfHOUT VA r..F OR •.:TENATION lu TRUbS. 501 X. PLATES MARKED '* PROVIDE OPTIONAL PLATING INFORMATION. 4. FIELD REPAIR: S /j0/a�HrDRU-AIR kLFERENCE 4 Ci`i A. THIS REPAIR IS BASED ON IM ORr,AT10N F•ELEIVED PY ILLFP4!,Nf CALF F'FUM ' FN-LKY e wOCDw.IY CD°r=ezL.�' .•gyp PRc.[i,c *•�� ' i ( WHOSE RESPONSIBILITY IT IS TO VCR IFY THE AULOUACI Or !HIS KtPAIL AS TO ITS FIELD AP„PLICATI N, t. NO REPRESENTATION EITHER EXPRESS OR IMF,IID IS MAbL 01 JOINT UL1AI;•S NO1 SHOWN HEREON? NOR ES Y' HYDRO -AIR MAKE ANY SUCH REPRESENTATION UR WARRANTY AS Tu 1HE CAPABILITY 0; THE TRUSS AS A WHO C. THIS REPAIR IS FOR A MAXIMUM OVERA!L SPA•+ n, O " D. THE END DISTANCE, EUGF DISTANCE AND 5f'ALI'NG ❑F 4'"L" SHAM RE SUCH AS 10 ;.VOID SFLITTING OF THE WOOD. E. JOINTS OF TRUSS SHALL BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING THE FIELD REPAIR. A F. THIS REPAIR IS FOP TOTAL OF TRUSS /' i/h(�igr glw*V 3. ATTACH TO Bar SIDE OF THE OCI CHD A SCAR Lo' LONG OF EQUAL GRAVE AND \(\ SIZE AS THAT E3oT- CHD, USE 1011 NAILS SfAGG1'kEU ANI, SPAC?_D AT G .C. ` �p iz 6612> i ! 1 d g -o- z / ��,g• a ,. �� ,''i: , 4) - Inc. Mass Q�gcli'a m SU Ml COUj4- JG"i5' BUILDING I ! i P P Jjf�Jt $PAN - 1=7 �• \ MM VA40 ONLY FOII V$1 *ITN KV48110% CONNICTOR$: TNI$ TxV" is OElltN$O A$ AN INOIYIWAI LNKO1Np CONf►OTItMY.IT liH 4(81 <ltTtk � � 4#*P"AT#t11FTO AOW W4 MUn AT TNI IFECKN1ATl§N Of Tq$ tt$1t8t8 OF TNI PJILS II, t8Atl*6019F{f@►/FMLATtAALttM $. CNTAtiMtlgOM tl4S,' tem MT Oi INIM404 YRV$iH AfN ONLY, AOt1TtONA1 CtACtX1 OF TRE OVERALL 9YR#Cru" fiAY gg QEtlN)1T0. FOt ""AAL tYg1�10E t CVT At Mt** � ►0 Samar. FOt owt9)O TANg .AACN10 NttOlA1MENT$ CONTACT tIMLOp s tltro8$8. FOR IQfot.M(ATt011 NtiAIION$t w Ift" jv*m% 410. w. f t1fA1TTV CANT80•1�. �O�TO""' "7y�Lt"lly M"""OIL A80IAACINO 04 TONUS, 94011111T• attic Nbtli i. (Mlt �ATq A 1NOJCATYO / 471!1 t'AMARAUIFROMTA4111►LATOIWTITVTF,100PiCKMKKAVtM, f/l(RYjk*,K,ttttt) t 1(1} ,= �_ a _-• • >. AAIMT. "rt , `_,y:'• y JOB NO. 079799 TYPE= 717 TOP SLP _= 4.00/12 TCLL= 14.0 PSF DESIGN PER TPI -78 8-10-82 PAGE 1 OF 1 SPAN= 20-00-00 BUTT CUT = 0-00-04 TCUL= 7.0 PSF NO REPETITIVE STRESS V06.05 O/A HT= 5-04-30 SPCG= 2-00-00 CUT OFF .9-03-018f BCLL= 0.0 PSF TRUSS NON-SYM ABOUT CL 8CTX WOOD'JAY INCORPORATED R -END HOT 3-07-03 BCDL= 10.0 PSF INCR:PL=1.25 LM=1.25 L2.0 GIRDER:LARRY TOIL= 31.0 PSF GIRDER TIE-IN SPN 35-06-00 PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE FT -IN -SX /12 LBS IN -LB LBS FT -IN -SX /12 LHS IN -LB LBS P 1= 7-I1-12 4.00 C 1=-11058 906 W 1= 4106 P 4= 3-01-07 VERT C 4= -4317 0 W 4= 5397 P 2= 6-08-00 4.00 C 2= -4925 1135 W 2= -6264 P 5= 5-04-04 0.00 C 5= 0 30388 P 3= 5-04-04 -4.00 C 3= -4925 732 W 3= 2988 P 6= 6-08-00 0.00 C 6= 10491 43331 P 7= 7-11-12 0.00 C 7= 10491 43331 • ADD'L UNIFORM LDS- C 1= -10.5 PSF, C 2= -10.5 PSF, C 3= -10.5 PSF. C 5= 270.4 PSF, C 6= 270.4 PSF? C 7= 270.4 PSF __=====LUMBER DESIGN SUMMARY=========(DESIGNED IN ACCORDANCE WITH TPI -78 AND NDS -77)====================== • Y COMBINED tt DESIGN AUTO -FORCED Y# STIRS RATIO= AXIAL + BEND FB FT FC TOP CHO 2X 6 NO 1 DRY/GRN DF 0.365 = 0.365 + 0.000 1500 1000 1250 THREE PLIES MUST BE SECURELY BOT CHO 2X 6 NO 1 DRY/GRN OF 1.358 - 0.339 + 1.019 1500 1000 1250 FASTENED TOGETHER AS A UNIT. EXC TC 4 2X 4 STD/STUD OF #t#ttYt###3111##t##t#tt#t### ALL WEBS 2X 4 STD/STUD OF JOINT REACT(LB) MIN BRG(IN) TOTL LOAD LIEF AT J 7= 0.181 IN. CJ 1, 53 -5818 3.5 L/DEF= 999 L=20.00FT CAMB 0 1/8 V) ---==CONNECTOR PLATE SELECTION==========(CONFORMS TO U.B.C. STD NO.25-17 (ICBG REPORT NO. 1591)======== JOINT HYDRO -NAIL SLOT LOCATION JOINT JOINT HYDRO -NAIL SLOT LOCATION JOINT \ PLATE SIZE DIRECTION X (IN) Y TYPE PLATE SIZE DIRECTION X (IN) Y TYPE \ CJ 13 4 1/2 X 6 PT PARA -BC CENTERED 1 CJ 53 1 X 4 PT PARA -VC CENTERED 14 CJ 23 4 1/2 X 4 PT PARA -CD 2 1/4 4 1/2 5 CJ 63 4 1/2 X 8 PT PARA -CD CENTERED 7 CJ 33 5 1/2 X 6 PT VERT 5 1/2 3 6 CJ 73 2 X 4 PT PARA -WB CENTERED 4 CJ 43 4 1/2 X 5 PT PARA -TC 2 1/2 4 1/2 15 CSJ 73# 7 X 8 PT PERP -MC 8 3 4 =CHD SPLICES -SLOTS PARA TO CHD(16FT. MAX LUMBER)= CC 63 4 1/2 X 6 PT SPECIAL NOTES: --==(PLATE RATINGS)==== 20 GA. PT (171 PSI GFS) 1. THIS GIRDER TRUSS HAS A BUT CHO MAX TIE-IN SPAN OF 35.50 FT AT 31 PSF. 2. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR FABRICATOR AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS. is V la p ? 9 .. C AUG 91 1982 3. PLATES MARKED 't' PROVIDE OPTIONAL PLATING INFORMATION. SEP -8 17�[ 4. FIELD REPAIR: a /jQ/ j3,HYDRO-AIR REFERENCE # (27')799 C � � • A. THIS REPAIR IS BASED ON INFORMATION RECEIVED BY TELEPHONE CALL FROM PRE Cv_y IL wOODwTO VERIFCD4Y THE A waoD PrzTHIS REPAIR WHOSE -RESPONSIBILITY -IT 1S TO VERIFY THE ADEQUACY OF THIS REPAik AS TO ITS FIELD APPLICATION. B. NO REPRESENTATION EITHER EXPRESS OR IMPLIED IS MADE OF JOINT DETAILS NOT SHOWN HEREON? NOR HOES HYDRO -AIR MAKE ANY SUCH REPRESENTATION OR WARRANTY AS TO THE CAPABILITY OF THE TRUSS AS A WHOLE. C. THIS REPAIR IS FOR A MAXIMUM OVERALL SPAN OF �� Q " D. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. w� 0qMfq CW E. JOINTS OF TRUSS SHALL BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING THE FIELD REPAIR. F. THIS REPAIR IS FOR A C TOTAL0 OTRUSS 5. ATTACH 10 BOT SIDE OF THEE!?507, HD A SCAB Zo LO)!G OF EQUAL GRADE AND SIZE AS THAT BOr CHO. USE IOD NAILS STAGGERED AND SPACED AT 6 'D.C. s, - � O HYDF7©•.49iJ ENGPlV EERllV G, l NC. P.O. Ow 7159 81. LOW., MI..O..H 63177 FLYOF GIRDER 2xto �l tDOu4 FlR, A 7 :5 OFZ((v NOI D 12 FER 'f(DP AND 1 W CHORDS Il 7 ®cif 16d 56eqr S•ct':on• for Foot Req+:•ed bstwll n�cL� Unit, I I DESIGN VALID ONLY FOR USE WITH HY R � I S 0 0 A R CONNECTORS. THIS TRUSS IS DESIGNED AS AN INDIVIDUAL BUILDING COMPONENT. IT IS TO BE IN. INTO CORP RATED BUILDING I 0 0 A BU LO G DES GN AT THE SPECIFICATION OF THE DESIGNER OF THE BUILDING. BRACING SPECIFIED IS FOR LATERAL SUP- PORT OF INDIVIDUAL TRUSSMEMBEHS ONLY. ADDITIONAL BRACING OF THE OVERALL STRUCTURE MAY BE REQUIRED. FOR GENERAL GUIDANCE SEE BRACING WOOD TRUSSES'. FOR SPECIFIC TRUSS BRACING REQUIREMENTS CONTACT BUILDING DESIGNER. FOR INFORMATION REGARDING FABRICATION, DUALITY CONTROL, STORAGE, DELIVERY, ERECTION AND BRACING OF TRUSSES, CONSULT THE QUALITY CONTROL MANUAL' AND THE RECOMMENDED CODE OF STANDARD PRACTICE'. ('AVAILABLE FROM TRUSS PLATE INSTITUTE, 1800 PICKWICK AVENUE, GLENVIEYI, IL.60025,) NOTES: 1. CUT ALL MEMBERS TO BEAR, 2. CENTER PLATES ON BOTHSIDES OF TRUSS JOINTS UNLESS OTHER WISE NOTED. 2. INDICATED CHORD SPLICE SHALL BE LOCATED 114 OF T14E PANEL LENGTH !?61 MEASURED FRO:.1 AJOINT. . �i'��.� ®� °Ef�lG/li►EERIi�G, /nrc. WESTERN REGIONAL ENGINEERING OFFICE (916) 924-1123 580 UNIVERSITY AVE.vSUITE 205YSACRAMENTOP CA 95825 1SrBulWW)lr MAIL DATE C) / 1/82 1. BID v 1 _ C.Ov2. BUILD Ca SEALED ENGR 0120VII.L F- C� ___Tilbs 4. SEALED COMP --------- - 5. REPAIR ATTNI------------------- 6. CUTTING 7. TAKE -OFF TRANSMITTED HEREWITH ARE TWO COPIES OF OUR JOB N0. C$? --1`t -j`i`l THIS ENGINEERING HAS BEEN PREPARED IN ACCORDANCE. WITH YOUR REQUEST ON 01 / IS/82. THIS JOB WAS SCHEDULED TO BE DONE ON PLEASE REVIEW THESE"DESIGNS TO INSURE THEY MEET YOUR SPECIFICATION _!�{RQY_ t_,9M4ERT __tt3S --- -- --------- ,,�'�3q--Z7-�� STI, -------- DESIGNS ..STD 99s/RPR - -------- ZHYDRCl-Al)?^ENGlPNJ_cERfNG. VC. JOB NO. C79799 TYPE= 717 TOP SLP = 4.00/12 TCLL= 14.0 PSF DESIGN PER TPI -78 6-10-82 PAGE 1 OF 1 SPAN= 20-00-00 BUTT CUT = 0-00-04 TCUL= 7.0 PSF NO REPETITIVE STRESS V06.05 0/A HT= 5-04-30 SPCG=• 2-00-00 CUT, OFF 9-03-08 UCLL= 0.0 PSF TRUSS NON-SYM ABOUT CL BCTX WOODWAY INCORPORATED REND HUT 3-07-03 �BCDL= 10.0 PSF INCR:PL=1.25 LM=1.25 L2.0 GIRDER:LARRY TOTL= 31.0 PSF GIRDER TIE-IN SPN 35-06-00 PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE FT -IN -SX /12 LBS IN -LB LES FT -IN -SX /12 LBS IN -LB LBS P 1= 7-I1-12 4.00 C 1=-11058 906 W 1= 4106 P 4= 3-01-07 VERT C 4- -4317 0 W 4= 5397 P 2= 6-08-00 4.00 C 2= -4925 1135 W 2= -6264 P 5= 5-04-04 0.00 C 5= 0 30388 P 3= 5-04-04 -4.00 C 3= -4925 732 W 3= 2988 P 6= 6-08-00 0.00 C 6. 10491 43331 P 7= 7-11-12 0.00 C 7= 10491 43331 ADD'L UNIFORM LDS- C 1= -10.5 PSF, C 2= -10.5 PSF, C 3= -10.5 PSF, C 5= 270.4 PSF, C 6= 270.4 PSF, C 7= 270.4 PSF __==== LUMBER DESIGN SUMMARY=========(DESIGNED IN ACCORDANCE WITH TPI -78 AND NDS -77)____________________ COMBINED ' ** DESIGN AUTO -FORCED ** STIRS RATIO= AXIAL + BEND FB FT FC **************************** TOP CHO 2X 6 NO 1 DRY/GRN DF 0.365 = 0.365 + 0.000 1500 1000 1250 THREE PLIES MUST BE SECURELY BOT CHD 2X 6 NO I DRY/GRN DF 1.358 = 0.339 + 1.019 1500 1000 1250 FASTENED TOGETHER AS A UNIT. EXC TC 4 2X 4 STD/STUD OF ************************ ALL WEBS 2X 4 STD/STUD DF JOINT REACT(LB) MIN BRG(IN) TOTL LOAD DEF AT J 7= 0.181 IN. CJ 1, 53 -5818 3.5. L/DEF= 999 L=20.00FT CAMB 0 1/8 ___=====CONNECTOR PLATE SELECTION=====_====(CONFORMS TO U.B.C. STD NO.25-17 (ICBG REPORT NO, 1591)====____ JOINT HYDRO -NAIL SLOT LOCATION JOINT JOINT HYDRO -NAIL SLOT LOCATION JOINT PLATE SIZE ' DIRECTION X (IN) Y TYPE PLATE SIZE DIRECTION X (IN) Y TYPE CJ 13 4 1/2 X 6 PT PARA -BC CENTERED 1 CJ 23 4 1/2 X 4 PT PARA -CD 2 1/4 4 1/2 5 CJ 33 5 1/2 X 6 PT VERT 5 1/2 3 6 CJ 43 4 1/2 X 5 PT PARA -TC 2 1/2 4 1/2 15 =CHD SPLICES -SLOTS PARA TO CHD(16FT. MAX LUMBER)= CC 63 4 1/2 X 6 PT SPECIAL NOTES: CJ 53 1 X 4 PT PARA -VC CENTERED CJ 63 4 1/2 X 8 PT PARA -CD CENTERED CJ 73 2 X 4 PT PARA -WB CENTERED CSJ 73* 7 X 8 PT PERP -MC 8 3 ====(PLATE RATINGS)==== 20 GA. PT (171 PSI GRS) 1. THIS GIRDER TRUSS HAS A BOT CHO MAX TIE-IN SPAN OF 35.50 FT AT 31 PSF. 2. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR FABRICATOR AND MUST BE MADE WITHOUT DAMAGE OR,ALTERATION TO TRUSS. Qia CS � q'•. is N 2 9 \� a AUG s 1 1982 14 7 4 ; 4 3. PLATES MARKED '*' PROVIDE OPTIONAL PLATING INFORMATION. SEP -8 1'0` 4. FIELD REPAIR: S /IQ/B�HYDRO-AIR REFERENCE 4 C%6)%99 A. THIS REPAIR IS BASED ON INFORMATION RECEIVED BY TELEPHONE CALL FROM P*(,KY e WOODW&Y CD412-ROV,/ VI.JooD PFRODULTS) WHOSE RESPONSIBILITY IT 1S TO VERIFY THE ADEQUACY OF THIS REPAIR AS TO ITS FIELD APPLICATION. B. NO REPRESENTATION EITHER EXPRESS OR IMPLIED IS MADE OF JOINT DETAILS NOT SHOWN HEREON, NOR DOES HYDRO -AIR MAKE ANY SUCH REPRESENTATION OR WARRANTY AS TO THE CAPABILITY OF THE TRUSS AS A WHOLE. C. THIS REPAIR IS FOR A MAXIMUM OVERALL SPAN OF 2jO' Q rr D. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. E. JOINTS OF TRUSS SHALL BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING THE FIELD REPAIR. F. THIS REPAIR IS FOR A TOTAL OF I TRUSS 5. ATTACH TO BOT SIDE OF THE 50T CHO A SCAB ,2.0. LONG OF EQUAL GRADE AND SIZE AS THAT E3077 CHD. USE 10D NAILS STAGGERED AND SPACED AT 6 "D.C. I . I PLYOF GIRD 2X4TC P -AND r3. ;-/ r A J J7 J6 T :� �1 Fig.TI�.IN P7 P6 PS 1 2 V 4 s1 71 7 of 16(j Shear SaaTCons far SPRN Hoot Requ:+ed "Jwee.n reach Uri ' t. NO OF IRDFR2 -fop AND 13mw CR=S DESIGN VALID ONLY FOR USE WITH HYDRO -AIR CONNECTORS. THIS TRUSS IS DESIGNED AS AN INDIVIDUAL BUILDING COMPONENT. IT IS TO BE IN. NOTES: CORPORATEO INTO A BUILDING DESIGN AT THE SPECIFICATION OF THE DESIGNER OF THE BUILDING. BRACING SPECIFIED IS FOR LATERAL SUP- 1. CUT ALL MEMBERS TO BEAR. PORT OF INDIVIDUAL TRUSS MEMBERS ONLY. ADDITIONAL BRACING OF THE OVERALL STRUCTURE MAY BE REQUIRED. FOR GENERAL GUIDANCE 2. CENTER PLATES ON BOTH SIDES SEE BRACING W000 TRUSSES*. FOR SPECIFIC TRUSS BRACING REQUIREMENTS CONTACT BUILDING DESIGNER. FOR INFORMATION REGARDING OF TRUSS JOINTS UNLESS OTHER- WISE NOTED. `r` JI7 1 DR0•A�R FABRICATION, QUALITY CONTROL, STORAGE, DELIVERY; ERECTION AND BRACING OF TRUSSES, CONSULT THE QUALITY CONTROL MANUAL' AND 1. INDICATED CHORD SPLICE SHALL ENG/NEER/NG,/IVC. THL RECOMMENDED CODE OF STANDARD PRACTICE'. BE LOCATED 1/4 OF THE PANEL P.O. Bw 7358 St. Louis, Missouri 63177 ('AVAILABLE FROM TRUSS PLATE INSTITUTE, 1800 PICKWICK AVENUE, GLENVIEW, IL. 60025.) LENGTH U6" 1 MEASURED FROM A JOINT. L File No. BUTTE COUNTY Public Works Dept. (For Action 1, 2,3) (For nformation ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S.I. Sub. & Pcl. Maps Permits