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079-290-067
N t r26 S CARTER ` �`'J( �.. D� Mt,Ida Rd, Oroville// it#2259-85B,P,E,M(new sing fy) Y) ` ,: 7, F-AA_e 3151 7 a rzz- P.ermi.t#3440.:86B.(new. s.tor-age.-bldg)-----_ 1653-90B -CASTLE,--Don, tr x .'205 Mt_ilda Rd, Orovifl; e;, , 1 (reroof/SE) ,George Roofing 91-3973 i CASTLE'MILDRED, DONALD i CONTR: CARTER, JAY 1 205 MT IDA RD, OROVILLE ADDITION/SF 02-3513 ` CASTLE-, DONALD IW E 205 MT. IDA RD., OROVILLE REPLACEWOODSTOVE W/GAS' FIREPLACE ` v i L 036-130-122 02-3513 CASTLE; DONALD .205, -MT. IDA RD, OROViLLE REPLACE WOODSTOVE W/GAS FIREPLACE K1, a4, 94.00-0� 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER, +i ,-)6-130-122 ` V„Y70"NING B U I LD I N G P ER M IT OWNER TU TEL4PRONE —R5 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 20S W. TDA, DROVIIJE., CA Gfi CONTRACTOR'S NAME 4. TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 205 til'. IDA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling 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 ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: UTI ACE WOODSTIOVE W/GAS FIREPLACE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA 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 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. �8- 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 To ,000A 46.00 NEW CONST. DWE WP LLMIG OCCUP. OR ADDNS. ( a ACC. BLD S. so SO o 3.5¢FT. =REBID.' I -O M,LUTS 97,50 POWER APPARATUS a SMIGLE OUTLET CIR. Ex. Occup. OUTLET R FDRUREs Bn0 ° ':so Ex. Occup. OUTLETS (P.M.)P.M.) Ep 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 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. ❑ 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 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) Q 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith comgfy with those provisions. i / 7` X L- ' r e' Date "i� "� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in heig MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilatio PERMIT FEE $ .35 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ -70 --- HA2. D. FEES IMP FLOOD CDF PARCEL PD HD 5SV This permit is hereby issued under the of the Butte Cou ty Code and/or in8 sled e f r wh' h fees have % t l j By PERMIT EXPIRES ON applicable provisions Resolutions to do work d been pV-3' Daaat '4 to Receipt No. WHITE-D.D.S.•B. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754102 Ana (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCEL NUMBER 036-130-122 ZONING . 1 BUILDING PERMIT OWNER r DONALD TELEPHONE 534-9527 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDR SS 905 Mr. TDA, CONTRACTOR'S NAME 01 -MER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee . $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS L05 JE Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REPLACE WOODSTOVE W/GAS FIREPLACE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VR UE Main Service OA 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 for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall no employ any person in any manner so as to become subject to workers' c pensation laws of California, and agree that if should become subject to the kers' compensation provisions of section 3700 of the Labor Code, I shall hwith compQ withhthgoorovisi X _ Date `� '� '�' Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in heig il 104" Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG OCCUP. SO OR ADDNS. ( a ACC. S.3.5¢FT: NtOµgoESID. T.MOLT CIRCUITS@7.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FDRURES SAL @ .so Ex. Occup. oFucAPP oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilatio PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HA2, D. FEES IMP FLOOD CDF PARCEL p0 HD ISSU This permit is hereby issued under the of the Butte Cou ty Code and/or in led v f r wh h fees have B PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. I Dat �G to Receipt No. 7T WHITE-D.D.S.-B. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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. oilpersonally plan to provide the major 1 or and materials for construction of the proposed P roperty ' rovement : YES ❑ NO HAVE HAVE NOT ❑ signed application for a building permit for the proposed work. 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: I 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 ATE: �_—� NOTE. 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. OVER OWNER BUILDER INFORMATION Dear Property Owner: .B.- • . 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: ♦ 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 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. t rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 198.0 of the California Health and Safety Code - OVER n r RESIDENTIAL 036-13-0-122 91-3973 CASTLE, MILDRED, DONALD CONTR: CARTER, JAY 205 MT IDA RD,.OROV(LLE ADDITION/SF r r. JOB FINALE Signature r i d=OK O =Not OK.; ' = Not ApplReadyable IVI O B I L E HOMES ' ' =Not Ready ' Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O Concrete - 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / NL" ft. / /"Nat. or/ /" L" fL/ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card-B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6.Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK =Not Applicable Not Ready RESIDENTIAL, (Single ' =' Date UNDtOOR (Plans) OK except If's on' -Setbacks-Easements-Flood-Slope t, -6g., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth ., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth id�Fi orches & Decks; Soils -Steel-/ /Ftg. Depth tem lls, Main; Steel-Blockouts-Wrapped emwalls, Garage; Steel-Blockouts-Wrapped da -hold Downs and Special Anchors Slab; Steel -Wrapped .Piers -Fireplace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test -�9r-LJF. Gas Pipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test 12. lectric: Underground nums & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts -Joists -Vents -Cripples Lo,"LO.45. Access & Ventilation 6. Insulation Dat9-0-5>- Card B-1 ate Card B-1 Dat `(, Can B-1 --Date Card B-1 Date f PLUMBING (Permit),OK except H's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ---------------- ----------------- ------------- 17. Water Pipe: Test & Anchor -Nail Protection -------------------- ------------------------------- -- 18. D.W.V.,Test-Fillings & Anchor -Nail Protection ------ ---------- ------------------- 19. Shower an: Test rst Floor -Tub Access --------------- -- ----------------------------- 20. Test Tub ower. Second Floor -Tub Access ------- ------- -------------- -------------- -- 21. Gas P' e: ize &Anchors ------------------------------------------ ----------------- Date Card B-1 Date Card B-1 --------------------- ------------------------------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. FixI e & Transformer Clearance -Ins. Protection---------- Elec. Receptacles Spacing -Lights & Switches at Doors ----- - - ---- --------------------- ----------------------------- ------------------------------ 24. Size Boxes & No. of Conductors -Stapled - - - ---- - - - - - - - --Installed Close to Edge of Studs & C.J. Equip Ground made up w/Mech. Fastners- and as & Water ----------- - -- --- ---------------------------- -- ------------------ pp lance Circuts in Kitchen & Conductor Size/GFI --------------------- ---------------------------------------------------- Size i i ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29 Randa Circ // ga Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------- --------------------------------------------------- 30. se-RrserConductors & Ground -Main Disconnect earances Panels-Motors-Mech. Equip. ------------- --------------------------------------------------------- es oset Light -Shower Light -Spa Light moke Detector -------------------------------------------------------------------------------- --- ---- - - - - - - - - - Date 7f Card B- Date Card -B- 1 ----�-- F- -- --- ....... -- --------- ---------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except It's A.C. Ducts Insulation & Support xhaust above insulation ---------------------------------------------------------------------------- 96--_Geri4ensate Drain & Overflow: Size & Grade --- ----- 3 urna Vent: Access -Comb Air -Return Air Vent -115 outlet --------------------------- ------------- ---------------------------------- Attic Access & Platform if Furnance in Attic -------------------------------- --- - - - --- -- -- ---------- -- ---------- - - - -------------------- --- --- --- Date� /Card B-1 Date Card B-1 Date- - --------- --- -------- ----Date --------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except k's is. Proper Material & Anchors --- ------------------------------------ ----- ails Studs -Nailing. Spacing & Bracing -Plates -Sound ----------- -:i-. 11---------------------- ailing ------------ -------------�eariBarin -Walls over Girders & Floor Nailing _ ________ --------------------------------- in Walls (rat proof) - 4 re Stops Furred Ceilings -Stairs -Chases -Tub ----------- ;; - - - ---------------- 44. waders & Beam -Size & Bearing • 1 t & Duplex) + , Date AMING,(Continued) _ _/-05.-Hangers-post Caps -Anchors -Connectors __ ng. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. _- -- iar•a Ti2S nr Type A Flue -Fireplace Throat clearance a Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdim.. V*mn ws or Exiting Doors -Sill Hgt. & Dimensions 56-157rage-Fire. Protection Framing 6; o-^peFf; -E,'rewall & Openings 52-9* t^-ece=O e T -Check Garage -3rd Story, 2 Exits ---------------------------------- eadroom-Rise-Run-Landing- Fire Protection ----------------- - ywood on Roof Overhang -Attic Vents -Rafter Outriggers ---------------------- ailing Veneer ---------------------- tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access -------------- ------------- zmg Area -Glass Protection -Skylights -Plastic a- r Walls: -Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ----- - --------------- --- ------ Date , Card B-1 _ Date Card B-1 Dat Card B-1 Date Card B-1 Date FINAL (Plans) OK except fr's xt. Steps -Door & Sidelight Protection -Landings --- --------------------- B'g-Smoke Detector 63 --Furnace. Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ------------- �edroom Exiting ------------------ --- W.G.F.I & Bath Fixtures & Tub Access -Spa ---------- -------------------- 6e.-Elec. Trim & Subpanel: Breaker Sizes & Labels ----- ------------- 6I`Stairs & Rails 6a. Fireplace or Stove: Clearances -Hearth - ---------------------------------- Elec. Outlets at Wood Panel: Int. & Ext. - --- - 70. Kit.Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance 7�lec. Outlets & Receptacles at Kit. Counter - -- ----- - 72.GGarage Fire Door_Swing-Landing-Closer 43 A.C. Duct in Garage -Damper 74. Wtr. Htr., Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage; Above Floor-Mech. Protection ----- --- 75. P b. Elec. & Mech. Equip. Listed for Location 7 . ec. Receptacles in Garage: (G.F.I.)-Romex Protection 7 . Insulation -Foam -Looked in Attic ❑ Yes Z8�-Guard Rails & Deck_ Construction -Post Caps 701-Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ----------------------------------------------- 4(.'.�ollowing inslld.; Drive ❑ Yes ❑ No; Walks ❑ Yes Planters ❑ Yes ❑ No ❑ No; ------------------------ - - - d . _Uc - _ rown-Finish ------ -- --------------- 82. A_C_Unit; _Disconnect. Electrical, Plumbing r83 -Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to O enings _ Water Well; Disconnect, Electrical, Plumbing -------------- ----------------------------- ----- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground rS_6�Ventilation Tctihroughout House -.-_ --- Glass Proteon ------------------------- ---- -- ------------------------------ Corrections from Previous Inspections--------------------- _ ad. -Gas Test -Meters Tagged; Gas -Electric - 90TNater & Sewer Connected -C/O to Grade -HD Approval -------------------------- — ,bt!tnergy Compliance -Certificate -Other Certificates ---- Date ��5 a*ard B- Date Card B-1 ------- ------------------------------------- - Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final • Building Owner L Budding Location ROOF Material Thickness(inches) `kEXTERIOR WALL Material ;F-/ Thickness(inches) l �A CEILING � / Batt or Blanket Type i Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) ENERGY INSTALLATION CERTIFICATE Building Permit # ��/ -J F DESCRIPTION OF INSULATION XLOOR, ELEVATED // Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) T-fi�LT Brand Name 'ya.3 Yt i4Un , Thermal Resistancet(R Value) Brand Name- -/a44:,--=_ Thermal Resistance( Value)_ Brand Names .Thermal Resistance(R Val e) 3,a Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name_ 2ky'tc5 di Thermal Resistance(R V ue)__�-/ Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, is consistent with approved- •building department- plans- and attachments -and con- forms with requirements of Chapter 2-53 of State of California Energy Requirement FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the required features, devices, and equipment, a'j shown on the approved Building Department plans and attachments have been installed and conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. NAME) (Please Print OWNER HVAC FIRM NAME/OWNER (Please Print) SIGNATURE:OF HVAC CONTRACTOR/OWNER STATE CONTRACTOR'S LICENSE NO. RATE or/ STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 COg �� 0 0 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memotial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 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, oirneed additional explanation, please contact this office immediately. r�i' ,%fawD 4 L L y/?I6TA& C`Z.rC?-luC--/, Sc 21- DCS, ce ��z� Date ( Ins COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT 0. ASSESSOR PARCEL NUMBER 3�-1_3_199 ZONING AR S BUILDING PERMIT OWNER M -f– Q TELEPHONE 534-9527 S0. FT. OCC. BUILDING VALU OWNER'S MAILING ADDREsASTLE 205 MT IDA RD OROVILLE 280 R 14,280 Or' 140 4— CONTRACTOR'S NAME JAY CARTER TELEPHONE 533-9199 CONTRACTOR'S MAILING ADDRESS P.O. BOX 1862 OROVILLE Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ -g ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 205 NT IDA RD OVILLE Permit fee $ 24-7-�.02 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 1 15.00 TYPE OF WORK New ❑ Addition [X] Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: sEWIp1C Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESSS S 18.50 Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare der penalty of perjury (check one): [I am licensed under provisions of Chapt. 9, Div. 3 Of the BuslneSS and Professions C de and y license is in full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I -am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.g) 3.64sq.ft. 9.80 OR ACDNS. \ ACC. SLOGS. / NEW CONSTR. ULTI.OUTLET NON.RESID ITS BRANCH CIRC @ 5•00 POWER APPARATUS y (SINGLE OUTLET CIR. ) Ex. OCCUp(OUTLETS OR FIXTURES 20 76 EX. Occup. OUTLETS ((RESID )FIXED APPLINISREA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g "15.00 Permit Fee $ 24.80 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department Certificate of Workmen's Compensation Insurance or a Certrf-icate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating EXTENDING DUCT 9.00 Cooling 9 Hood 6.50 Ventilation Perm it Fee $ 24.00 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 a ree to save, ' mnify and keep harmless the County of Butte against all it ties, jud a s, costs, and expenses which -.may in any way accrue ainst id Cou i co ee-of The granting of this permit., Date l c Si lure of Applicant — owner ❑ g PP ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and de alit or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection e $ 40.00 �cn �j T YPE TOTAL FEE $ HAz D IMP FLOK PARCE PD IS This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated ab ve for which fees have been paid. E OR LIC WORKS By Date / PER IT PIRS Date Receipt No. 103087 326.30 p -3 39 WN17C-D.P.W., YELLOW-ASBr.SSOR, PINK-INSACTOR. GOLDENROD -APPLICANT .'1'•.`''rN'Sit',1:"P-r-'i11Y!1P[rli. ai)rr"'..--^.-.•x•�qp-••+fy'/i,f✓f19�1.^-"';7ii'R�''rwtif.1'Ott�.^�•;1t;i"-s'r{d"''C�f,...._ s i t i r COUNTY .OF BUTTE -DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,g IRORINIA 95965 - TELEPHONE: 916/538-7541 i ' PERMIT APP:LACATION DATA SHEET r ` Permit No. OWNER OAS�" A. P. No. Proposed Building Use 2 22T--' — 'Building Inspector Date- At ate At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. DATE RECEIVED APPROVED 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on ,plans . . 5. Hazardous Material Form ................ ...................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation tructio .�... '\ F e $— /j 2% �Cc�.o�- f���4� ............... 1 ico Urban Area fees paid ....................................... 12. Park fees paid ................................. `. 13. School District fees paid .............. Cl �4--Sa�ritatFe appy al from " Health Department 5. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) �. 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 1/25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at offi e: Deliver w/inspector. Other 0.1 Appl is nt t `""' Date Z� Copy of Haz-Mat form sent Health Dept. Fi Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dep . Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above), 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data`by_phone_maiI—counter by ..date Contractor, designer, owner,twas advised of above required data by —phone _maII—counter b date Plans checked by 'ti D to Plans approved by Date �Sets.of plans on hold in File cabinet ~ AP folder Copy—DPW TO Buildinv Department FROM: ' Environmental Health SUBJECT:, Sanitation Clearance o2OS�ti 2 � - l.3'/d-;?- -" Owner Location APO Plan Approved for: Sewage Disposal Water Supply Water Supply Hold final for: - Water Final clearance O.K. for: Wa � r Supply � � Clearance for _ bedroom mobile home. other NOTE * * * S.'-'-',_ Y::a.r .... ...irr...-.,- ... .. ;,,p.'id`►`... Fw....w�n"•.�._ ..v -�••r' L'�#TL^Q�-�Z"�'"Wl••Sir+'t9T77"t{7t't"ts.,^NL1`+.+..,.yr". • ~ r i . � BUTTE'COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form,per $uilding) A.P. Number Building Department No. School District City D County Jurisdiction & Property Owner Ar Pr'_"3 Project Location/Address oZO-6- RZ- _2 .4 94�� Subdivision Lot Number Residential Development: Sg. Footage # of Living' MHI Addition (Group R) Units Commercial_ /Industrial: a Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date w (.Floor. P1•ans reviewed _by School, District Personnel) District .hd No �/�_3 bS_ f School Distric_t.certifies that (Applicant Name) (.Phone Number.)'- - 020 �'1� . • �o� - - (Street Address) o (City) �j�. (State) (Zip Code) has. complied with the requirements of Resolution No by the payment of $' Ip representing squ--ar-e feet. ` � � l' .u✓ • . l /'-� `ice CJ'� Schoo'•District Represen tive Date r PAID BY CHECK NO. -REMARKS BANK NO O O PAID' BY CASH .1 white -applicant, yellow -building department, pink -school district •SCHOOL.FEE (8/88) FO R M 7 ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKAGE . "A" • (Addi t ions ) Owner c4S-rz Climate Zone Permit # 91- 31923 Floor Area Z80 The following data showing mandatory and required features of Package "A" shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. APPLIES TO NEW AREA CEILING WALL FLOOR SLAB GLAZING SHADING ZONE 1 ZONE 16 SOUTH - OPTIMUM OVERHANG R-7 U-.65 (Dual) or .36 Shading Coefficient WEST - .36 Shading Coefficient R-38 R-19 R-19 R-7 U-.65 (Dual) LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) VAPOR BARRIER (Zone 16) DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT MAXIMUM GLAZING 16% OF AREA PLUS REMOVED GLAZING 9 i-'/ SQ F7 MAY NEW HEATING, VENTILATING, AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK OF THIS SHEET. OU ff 6 CQUN I Y 12/85 *1 HEATING. VENTILATING, AIR CONDITIONING SYSTEM (A) Heating ❑ Central Gas Furnace i (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 4 F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) *1 (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump ' EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) DOMESTIC WATER SYSTEM ❑ .(A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) C3* Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form 464) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ', cooling load BTU *2 Submit T.I.P.S.E. chart or other approved system (form 465) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above buildi g design meets the requirements of Title 24, Part 2, Chapter 2-53 of the Califo a Administration Code. SIGNATURE OFWBLD1NGDESIGNER OR APPLICANT 7.c � " ^ ; ' � "• s•I r .� t,y . ,.. ¢ ,. • } ..1 _ � •+; n ,' , ; fir; �� L . .,: v;�; y rta % " t . � s : � � . 4Litr. f. *� 4 COUNTY OF BUTTE - DEPARTMENT OF PUBL1IC WORKS 1 PERMIT NO. 7 County Center DriJe - Oroville, California 95965 - Telephone: 916/538-7541' Z •:0' APPLICATION AND PERMIT49- ";r V ASSESSOR PARCEL NUMBER _'j & — /30 — %;�_ Z_ ZONIF7G BUILDING PERMIT OWNER MR.DON CASTLE TELEPHONE 534-9527 SO. FT. OCC.BUILDING VALUATION 28 comp- 1680.00 OWNER'SMAILING ADDRESS 205 MR. IDA OROVILLE, CA. 95966 CONTRACTOR'S NAME DON C. GEORGE INC. TELEPHONE 533-6393 CONTRACTOR'S MAILING ADDRESS P.O. BOX 729 OROVILLE, CA. 95965 Fireplace CONSTRUCTION LENDER 'I.. UNKNOWN - Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS ��, _ Permit Fee $ 28.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking'Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS( o Permit fee $ 38.00 PLUMBING -PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [j Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G W 10.00e TYPE OF WORK New ❑ Addition [I Remodel ❑ Uti lities ❑ Installation ❑ Other E] Describe work: _ RE—ROOF WITH COMPOSITION SHINGLES. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ® 1 am licensed under provisions of Chapt. 9, Div. 3 Of the Business and Professions Code and my license is in full force and effect. License No. 452266 Classification C-39 F1 1, 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 thisNreason NEW CONST. DWELLING OCCUP.tr` OR A.D.S. ACC. BLDGS. I �ZQSQ ft NEW CON TR ULT' -OUTLET NON•RESID BRANCH CIRC 'TS 2,50 ea /POWER APPARATUS &) (POWER OUTLET CIR. ) Ex. Occu p(OUTLETS OR FIXTURES BSAee0e AL030 FIXED Ex. Occup. OUTLETS (LINIS R RESID IEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 4 , Misc. Wiling 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury .(check one): ❑ The permit is for $100.00 (valuation) or less. ® 1 have placed on file with the County of Butte Building Department a Certificate of'Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Couat i onsequence of the granting of this permit. � MAY 16, 1990 Xo l J Date Signature of Applicant — Owner ❑ Contractor ❑ Agent r__3 An OSHA permit is required for excavations over 5'0" deep and demolition or construct-TE3CT9R ion of structures oo/ver 3 stoes in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 38.00 HAZ I CUA PARK I SCHL I ILD I PAR 7D I sue Th's permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees OF UBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date J -5- 2 Receipt No. la �� / WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NiD _ ZONING BUILDING PERMIT OWNER TT DOADDRCASTLE 1534-9527- TELEPHONE SO. FT, OCC. BUILDING VALUA ION 28 cont 1680.00 ILIESS OWNER'S MAILING 205 MT. IDA OROVILLE, CA. 95966 CONTRACTOR'S NAME DON C. GEORGE INC. TELEPHONE 533-6393 CONTRACTOR'S MAILING ADDRESS ' P.O. BOX 729 OROVILLE, CA. 95965 Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ 1680.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 28 .00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS UPermit fee $ 38.00 PLUMBING PERMIT - Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME - PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [;0 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW, T 0.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other K] Describe work: _ RE—ROOF WITH COMPOSITION SHINGLES. I Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 60OV•OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): [R 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. t�5��66 Classification C-39 Fl I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEw OR ADDNS. CONST. ( DWELLING OCCUP.S ACC..BLDGS. , 2�2 QSq It NEW CONSTR. ULT' -OUTLET NO N•R ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET C'R. Ex.Occup(ouTLETsoRF'xTUREs 12 .0@50 300 Ex. Occup. OUTLETS FIXED (RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. © 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against saidConsequence of the granting of this permit. XO Date MAY 16, 1990 Signature o 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 $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 38.00 HAz I CUA PARK I SCHL I FAD I PAR P11 HD I ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees D ECT O UBLIC B Y PERMIT EXPIRES 13ate the applicable provi- resolutions to do have been paid. WORKS Date2�_pZ� �y 'T� / Receipt No. (D 67CI WHIT[-D.P.W., YELLOW'ASSC9gOR, PINK -INSPECTOR. GOLDENROD -APPLICANT I 10 U j Y PERMIT NO. 3440-86B PERMIT EXPIRES OWNER JAY CARTER CONTR. Owner ASSESSOR PARCEL 36-13-122 LOCATION 205 Mt Ida Rd, Oroville t t ,1 Temp. Power Pole Called PG&E. Temp. Elec. Service Called PG&E f. Temp. Gas Service Called PG&E �g JOB FINALED (Date) t Signature Zq(yVV zi r J - OK , 0 = Not OK - = Not Applicable * = Not Ready MOBILEHOMES 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 r 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 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 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/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater S. Gas and Electricity Tagged 8. Elec.; Grounding; Equip.w/5'-Circulating Equip. -Pool Lghig. 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 Card B -I Date Card -BI Date Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date I J = OK 0 = Not OK - = Not Applicable Not Ready RESIDENTIAL (Single and Duplex) = Date - UND FLOOR Plans OKexcept ry's (Date FRA Continued Zoning requirements -Setbacks -Easements . Pr perty Line Firewall & Openings 2. Ftg,, Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth Ext. Doors -One 3' -Check Garage -3rd story, 2 exits &4'Ftg., Garage: Soils -Steel- / /"'Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. De 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab K te_mwalls, Garage; Steel-Blockouts-Wrapped-Slab 7. Piers -Fireplace Ftg.-Steel - 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test _ 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 Datel�^3 ^ Card -BI Date Card -BI \j Date Card -BI Date Date PLUMBING (Permit) OK except p's 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe: Test & Anchors -Nail Protection 16. D.W.V.: Test-Fttngs & Anchors -Nail Protection 17. Shower Pan: Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe: Size & Anchors Card -BI Date _ _ _ Card -BI Date Card -BI Date Card -BI Date Date ELECTRICAL (Permit) OK except q's 20.F_x4wfe-&--Transformer Clearance -Ins. Protection 21/ . Eler_ septacles Spacing -Lights & S_witches at Doors bize Boxes & No. of Conductors-Stapled f?omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 25_2,Applmncl-- ircuits 'n Kitchen & Conductor Size 36/Subfeed Wire Size /!/ ga. CuA1-_ o C_Wire Size / / ga. Cu or AI 27.--Re49a_C.LL"/ / g_a. Cu or AI-Oven.Circ. / / ga. Cu or At, Insulated Neutral Yes �No 28. SeLwr�-d�.Fser-Eonductors & Ground -Main Disconnect_ _ 29. 54urp-G4eerances: Panels-Motors-Mech. Equip. 3t3_G4oQaas Closet Light -Shower Light Card B -I Dald '��'�Card-BI Date Card B -t Date Card -BI Date Date CHANICAL (Permit) OK except q's A.C. Ducts. Insulation & Support 32. Vent Fan: Exhaust above Insulation _ Condensate Drain & Overflow. Size _& Grade _ 34. urnace-Vent. Access -Comb. Air -Return Air Vent -115V outlet _ 35 Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRA (Plans) OK except p's Proper Material & Anchors 3 Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound 38-5rnT7nMalls over Girders & Floor Nailing 3 ra o rn Walls (rat proof) 4 s: Furred Ceilings -Stairs -Chases -Tub_ Header eader & Beam -Size & Bearing 42+--HnTMrrT-T15T1 Caps -Anchors -Connectors AL2/Ging. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 44_.ELQ946ee-+Te7or Type A Flue -Fireplace Throat 45.i' c�CTiTCcess: Size & Romex Protection -Draft Stop -Ins. Baffles 46. Rr tdows or Exiting Doors -Sill Hgt. & Dimensions 47. r`T-we Protection Framing 11 (NOTE Anentrymust be made each time youvisit jobsite) 50.-&le*s-, WMM-Headroom-Rise-Run-Landing-Fire Protection 51.3Aywee4-emftoof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 59:--6tvCrU17Ush-Drip Screed-Fdn. Vents- UnderfIr. Access aYtrrg-Area-Glass Protectioi [Far -Walls; Nailing -Bolts Date4j3/_ ft Card -BI Date Card -BI Card -BI Qr Date DateAL (PI+ Pili. Ext. S 57. S�tpke 5a_-_Eucaae In Gan ights-Plastic Date Date Gard -BI Date OK except k's -Door & Sidelight Protection -Landings +sten earance-Comb. Air -Connector - Above Floor-Ducts-Mech. Protection li r � n ttari Elec. Trim & 62.-&teirs &-Ra i1 s & Tub Access Breaker Sizes -Labels 63..F_aP42ace� � nr cin a; Clearances -Hearth 64._F4eer6vrhu s-af Wood Panel; Int. & Ext. 65,,_ KI, F=ter x. Appliance; Grnd.-Air Gap -Cooking Clearance 66. Fier. u1 e+c R Receptacles at Kit. Counter 67. Garage F re -Deet -Swing -Landing -Closer 68. _nuc to ra. e -Damper 69. arance-Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection -70 ip. Listed for Location 1. Elec. Receptacles in Garage; (G.mex Protec. 7Z_-4P&<JaUo - oam-Looked in Attic ❑Yes 73. c_"a•,+ R=llfi & Deck Construction -Post Caps 74. F-dn \Lents-&-erawl !dole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive ❑ Yes alks C Yes o; Planters ❑Yes ffrNo 76. Stucse-6rown<Finrsh 77.isemmect-Clrnces-Brkr. & Cond. Size -115V Outlet - 78. bg.-Appliance-Firepl.-Clearance to Opngs. 79. Water-Wstt-, i onrnect-, Electrical, Plumbing 80.R rte,.^ ='eo-Trdm; G.F.I. Receptacle -Underground 81. V-eatilartnrsrti:oughout House 82. Gt c o -n- 3. Corrections from Previous Inspections 84. Gas-Pc�yt-Meters Tagged; Gas -Electric _ 85. _Water-&-Sewer-Ge»neeted-C/O to Grade -HD Approval 86. -Ertergy-Compl7ance Certificate -Other Certificates Card -B e 3,i Card -Bt Date Card -BI Date Com+lents at Final: M' Card -BI Date Card -BI _ Date - _- Card -BI Date M' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ' 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT w ASSES O PAR)E NUMBE�� BUILDING PERMIT 01'r- r r ELEPHO SQ. FT. OCC. BUILDING VALUATION OW R'S MAI LI ADDRE - 0012 � N 1, 116 CON TO 'S NAME TELEPHONE CONTRA TOR S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ . L Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS/ _ ia Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME - PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTU SF ❑ Duplex❑ Mob ilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S G JW I 10.00 ea TYPE OF WORK New V Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 OR LESS 100 OROR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): t I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full f rce and effect. License No. aa� � �� Classification __ F1 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUIj.e) '/zQsgft OR ADDNS. ACC. BLDGS. NEW CONSTR U TI.OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS e\ (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES SAL@30 FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00- Misc. IlYirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of 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 liabil fes, jud ents, costs, and expenses which may in any way accrue agains s d Co In sequence of the granting of this per mi ./ x Date f/ /� Signet a of Applicant — Owner19 Contractor Agent An OSHA permit isrequired for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ C 7r A occuP. CONST.TYPE FLo D r�ceL (/ Po ND Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date/L "—JP�4 ,I,- 7-0'2z Receipt No.zn/ 9 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT -,, ._ -.� t'" .. .r' �-.-.. .....s .. , .F�p,^ ;�^as•r, k4..-1 COUNTY OF BUTTE - DEPARTMENT.O#,'P.f#IC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE-.OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET - Permit No. OWNER Q ��' P f" A. P. No. Proposed Building Use/71 -4, -Building Inspector Date 7w� - A)AgK At time of per/ml't application, I was advised the following data must be submitted prior to permit processing andJor issuwce: DATE RECEIVED APPROVED b/AII items have been submitted. .... . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and talcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CU SD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . , . , , 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) . 14. Owner -Builder Verification (Given to owner, Mail to ownerEh _15. Improvements may be required. . . . . . . . . . . , 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. d 22, `,J• .a' W7Zephone.u3 issue the permit, ess as follows: Mail to pwner, Mail to contractor. ,0" procand hold for pickup at126o Tice, Deliver w/inspector. Other / Applicant�G' Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: r' ,rr Contractor, designer, owner, was advised of above required data by—phone---mai l_counterby date Contractor, designer, owner, was advised of above required data by_phone_mall_courter by date r Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder `Hours: 10:00 a.m. - 3:00 p.m. Copy—DPW To: juilding Department From: ',.',nvironmentL,.l 11cilth Sanita on Clearance 0ime r - Plan Approved for: Hold final for: Location AN/ water r.-upply supply - Final `clearance O.K. for: water supply .Clearance for bcdroci,,i mobJ1.1c hone. Wier r _U OW U (T NOTTP *4(* Sanitarian Date LUMBER SPECIFICATIONS TDP CHORD 2X4 •l DF -L BOT CHORD 2X4 •l HEM -FIR •2 DF -L WEBS 2X4 STANDARD OR STUD DF -L PLATING IS FOR R-5000 SERIES / DF NOTE1 LOCATE INTER -PANEL SPLICES AT 1/5 PANEL LENGTH +/- 6 INCHES FROM -EITHER END OF THE PANEL INDICATED. 13'-0 0" 2V-0.0" OVERALL SPAN I PLATE CODE SPACING ORTE IT 15 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE R-5000 UBC 24.00 O.C. 8/8/85 ACTUAL DEAD LORDS IMPOSED BT THE STRUCTURE AND THE LIVE LOADS IMPOSED BT THE LOCAL BUILDING CODE OR HISTORICAL CLIMpT IC RECORDS. NO RESPONSIBILfTT IS ASSUMED FOR DIMENSI I,NgL ACCURACY. VERIfi ALL OI HENSIDNS PRIOR TO FRO ICRTION. CONNECTOR PLATES SHOWN ARE TRUSWRL Ib. 1B. OR 20 GAGE AS SPECIFIED. FABRICATION SHALL COMPLY WITH THE QUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE (TPI) AND THE A N A V T R O TRUSWRL TRUSCOM MANUAL. ALL PANELS NOT SPECIFICALLY OESIGNRTEO PRE TO BE EQUALLY DIVIDED. C DER07ES D U S R D E S I G NR.Ll SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF lNDIVIOUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING. • p T R USW THIS DE0-CE ASSUMES TMf TOP CHORD TO BE CONTINUOUSLY BRaCEO BT SHEATHING UNLESS OTMEBNISE STATED. EEDINGT NO=RT;•fOTCEILING ISTRPPL'[ED=QIflECTL`Y`T7 THE 9D?TOM'CMCR'J.-IT'SNgLL BE'RRpCEO"RT INTERVALS -NOT -EXCEEDING ID.. -O'er PERSONS'ERECTING'TRUSSES-PRE-CRUTYONEO-TO-SEEK-YPROFESSIONRL ROVICE--REGRADTNG-TEMPORRRT—ERECT-TONS BRAG NG WHICH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND OONINOING'. REFER TO BRACING WOOD TRUSSES: SYSTEMS COMMENTARY AND RECOMMENDATIONS' ITPI1. WHERE CONFUSION NAY• EXIST CONCERNING PROPER FIELO ERECTION. A - 469 0 CLEARLY MARK INTEfl]OR BEA IML CC S. CANTILEVERS, RND THE CHORDS OF THE TRUSS TO PREVENT IM PR PEA lLE• SL -26-5/3-36• REF•INSTRLLAT]ON. TRUSSES SHALL NOT BE PLACED IN RN 1' ENVIRONMENT THAT WILL CRUSE THE MOISTURE CONTENT OF THE ITRUSWAL SYSTEMS CORPORATION R SIGNOOE COMPRNi MOOD TO EXCEED Iq% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSART. IS BEST DETERMINED BT JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPON51BILITY OF TRUSWAL. LONGFELLOW LUMBE <17.70> MEMBER FORCES FROM LEFT TO RIGHTI " .... TOP CHORD BOTTOM CHORD WEBS REACTIONS T 1= T 2= -3900 B 1= 3711 W 1= b5 W 4= -2b23 B 2= 3711 W 2= -1162 W 5= -1183 REACTION 0 1= Bob b5 REACTION o 5- 806 d.]I T 3= T 4= -2623 B 3= 3712 W 3= 1bBB -3901 B 4= 3712 Q� BEARING AREA RED'D (SO IN) �(,� BEARING 0 1 '1.99HF/ 1.29DF 6' F REQ y TRUSS LOADING (CON 1) BEARING o 5 1.99HF/ 1.29DF LL+DL ON TOP CHORD = 26.0 PSF DL ON CEILING = 10.0 PSF w TOTAL DESIGN LAJ LOAD 36.0 PSF r M 5 PSF CEILING REDUCTION TAKENlS/B' Qr DRY HALL) �8, 030450 LOAD DURATION INCREASE = 1.25 BUTTE COU .N: BUILDINGDEPART ` OF c ko__ , _ APPROVED PLATE ROTATED 90 DEG. 4r)49; 13'-0 0" 2V-0.0" OVERALL SPAN I PLATE CODE SPACING ORTE IT 15 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE R-5000 UBC 24.00 O.C. 8/8/85 ACTUAL DEAD LORDS IMPOSED BT THE STRUCTURE AND THE LIVE LOADS IMPOSED BT THE LOCAL BUILDING CODE OR HISTORICAL CLIMpT IC RECORDS. NO RESPONSIBILfTT IS ASSUMED FOR DIMENSI I,NgL ACCURACY. VERIfi ALL OI HENSIDNS PRIOR TO FRO ICRTION. CONNECTOR PLATES SHOWN ARE TRUSWRL Ib. 1B. OR 20 GAGE AS SPECIFIED. FABRICATION SHALL COMPLY WITH THE QUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE (TPI) AND THE A N A V T R O TRUSWRL TRUSCOM MANUAL. ALL PANELS NOT SPECIFICALLY OESIGNRTEO PRE TO BE EQUALLY DIVIDED. C DER07ES D U S R D E S I G NR.Ll SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF lNDIVIOUAL TRUSS MEMBERS IS NOTED ON THIS DRAWING. • p T R USW THIS DE0-CE ASSUMES TMf TOP CHORD TO BE CONTINUOUSLY BRaCEO BT SHEATHING UNLESS OTMEBNISE STATED. EEDINGT NO=RT;•fOTCEILING ISTRPPL'[ED=QIflECTL`Y`T7 THE 9D?TOM'CMCR'J.-IT'SNgLL BE'RRpCEO"RT INTERVALS -NOT -EXCEEDING ID.. -O'er PERSONS'ERECTING'TRUSSES-PRE-CRUTYONEO-TO-SEEK-YPROFESSIONRL ROVICE--REGRADTNG-TEMPORRRT—ERECT-TONS BRAG NG WHICH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND OONINOING'. REFER TO BRACING WOOD TRUSSES: SYSTEMS COMMENTARY AND RECOMMENDATIONS' ITPI1. WHERE CONFUSION NAY• EXIST CONCERNING PROPER FIELO ERECTION. A - 469 0 CLEARLY MARK INTEfl]OR BEA IML CC S. CANTILEVERS, RND THE CHORDS OF THE TRUSS TO PREVENT IM PR PEA lLE• SL -26-5/3-36• REF•INSTRLLAT]ON. TRUSSES SHALL NOT BE PLACED IN RN 1' ENVIRONMENT THAT WILL CRUSE THE MOISTURE CONTENT OF THE ITRUSWAL SYSTEMS CORPORATION R SIGNOOE COMPRNi MOOD TO EXCEED Iq% AND/OR CAUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSART. IS BEST DETERMINED BT JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPON51BILITY OF TRUSWAL. LONGFELLOW LUMBE <17.70> I I '-PERMIT NO. 2 25 9 -85B , P , E ,M • I PERMIT EXPIRES OWNER JAMES CART CONTR., J Carter ASSESSOR PARCEL 36-13-122 �i LOCATION 205 Mt. Ida Rd, Oroville �9 !, �► o C.�G� y }r f � a 1 ..P. F OFFICE COPY eeter ly, )Z--Dat ::j ELECTRIC Date`f + Meter By �' �<� 4 _4- i Temp. Power Pole ,t Called PG&E Temp. Elec. Service j Called PG&E Temp. Gas Se a .y Called PC JOB FINALEI Signature I %I_=.on , *� '' ' 0 = Not OK = Not Applicable MOBILEHOMES MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except N'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.-Con nec.-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 7. Utility Clearance 6. Carports; Windows -Doors 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 N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except It'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 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lgl`itg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Card B -I Date Card -BI Date Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date V,= OK 0 = Not Ulf = Not Applicable RESIDENTIAL . (Single and Duplex) � Not Ready . s Date UND FLOOR Plans OK except #'s Date FRAM Continued i requirements-Setbacks7easements 48w,0ProjjwWLine Firewall & Openings 2 F ., Main; Soils -Steel -EW. Grnd.- /I ' Ftg. Depth 49 xt. Doors -One 3' -Check Garage -3rd story, 2 exits Ftg., Garage; Soils -Steel- / /" Ftg. Depth idth-Headroom-Rise-Run-Landing-Fire Protection 4. F ., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51 lywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 walls, Main; Steel-Blockouts-Wrapped-Slab -Nailing-Veneer 6VAemwalls, Garage; Steel-Blockouts-Wrapped-Slab 5 t Mesh -Drip Screed-Fdn. Vents-Underflr. Access P' s ireplace Ftg.-Steel lazing Area -Glass Protection -Skylights -Plastic : Fall -Fittings -Test -2 way C/O -Sewer Test ails; N ilio Bolts 9 s Pipe; Size -Anchors 1W, Water Pipe; Test -Anchors -Regulator -Serve est 11. Elec c; Underground 12. P nums & Ducts; Clearance -Material -Support -Ins. 1 Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card-BIto Card -BI Date Card -BI Card -81 0e,te ar -BI Date Date and -BI Date Card -BI Date-XX-AsCard-BI Date Date FIN PI s) OK except N's Card -BI f2* Date Card -BI Date Date PLUMBING (Permit) OK except q's Ste s=Door & Sidelight Protection -Landings Smok6 Detector 1#r Woter Ht.; Vent -Access -Combustion Air 5 ur ; Vents -Clearance -Comb. Air -Connector - ge; Above Floor-Ducts-Mech. Protection Pipe; Test & Anchors -Nail Protection 16. Test-Fttngs & Anchors -Nail Protection dr m Exiting 1 er Pan; Test, First Floor -Tub Access 60. & Bath Fixtures & Tub Access 1 Tes Tub & Shower, 2nd Floor -Tub Access 6 . lec. im & Subpanel; Breaker Sizes -Labels 1 s Pipe; Size & Anchors . S rs & Rails 6k -F' place or Stove; Clearances -Hearth 6 c. Ojjtlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 6 • Ki ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -81 Date 6 . Outlets & Receptacles at Kit. Counter Date ELEC ICAL Permit OK except q's 67 -Garage F' oor• Swing -Landing -Closer C. ct in Gara a -Dam er 2 Fixt .& Transformer Clearance -Ins. Protection 6�. v �I . Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- arage; Above Floor-Mech. Protection 21. Spacing -Lights & Switches at Doors 22. -Receptacles i xes & No. of Conductors -Stapled 70. , Elec. & Mech. Equip. Listed for Location 71, lec. eptacles in Garage; (G.F.I.)-Rom rotec. 23 ex Installed Close to Edge of Studs & C.J. E ' . Ground made up w./Mech. Fasteners -Bond Gas & Water 2. I .tion -Looked in Attic es Appliance Circuits in Kitchen &Conductor Size 7 Guard Rails & Deck Constru ion -Post Caps Wire Size / / ga. C or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl o oor-Drain e & Wood -Earth Clear e Looked under Floo Yes 2 . Ran Circ. / / ga. C r AI -Oven Circ. / / ga. Cu or Al, I laced Neu ral es E)No 75. Following instl .. Driv Yes No; Walks Yes ❑ No; Planters No 2 S ice -Riser Conductors & Ground -Main Disconnect 76. 77, St o; wn-Fi ish nit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 2 Equip. Clearances; Panels-Motors-Mech. Equip. o es Closet Light -Shower Light 78.- encs Above oof; Plbg.-Appliance-Firepl.-Clearance to Opngs. eWell; Disconnect, Electrical, Plumbing 84erior Elec. Trim; G.F.I. Receptacle -Underground Card B -I W Date a,- Card -81 Date 8 g VK—' lation throughout House s Protection Card B -I D to Card -BI Date Date M HANICpL (Permit) OK except p's 8 rrections from Previous Inspections G Test -Meters T agged; Gas -Electric 81. AX7. Ducts; Insulation & Support 85. Wa &Sewer Connected -C/O to Grade -HD Approval 3t. Vent Fan; Exhaust above Insulation ate Drain & Overflow; Size & Grade 8 nergy Compliance Certificate -Other Certificates Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35r1ATFic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FR NG Plans OK except q's Comments at Final: 3 s; Proper Material & Anchors W , Studs -Nailing, Spacing & Bracing -Plates -Sound 38. ar' g Walls over Girders & Floor Nailing 3.'jPrfjt Stop in Walls (rat proof) ire Stops; Furred Ceilings -Stairs -Chases -Tub der &Beam -Size & Bearing 4 angers - Post Caps -Anchors -Connectors 4Q g..Joist-Rftr. Ties - Purl in - Roof Brac.-Truss-Shthng.-Rfng_. ' place Ties or Type A Flue -Fireplace Throat 4L ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 41 Garage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) Owner: Permit No,.--- ENERGY o. ENERGY CERTIFICATION ,-%o_5* 1117 - all-' '3 6 — /3 / LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF ` Material Thickness(inch s) EXTERIOR WALL Material Thickness(inches) (� CEILING Batt or Blanket Type " Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft. ) FLOOR, ELEVATED Material — Thickness(inches) C� FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name 0 Thermal Resistance Value) Brand Name #---- Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that -the above insulation was installed in the above building in conformance with the State of California Energy..Requirements. / F -,�M NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIG TURE OF INSTALLATION APPLICATOR MATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. � ,937 FIRM /OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. SIGNA F JERERAL CONTRACTO 0 DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way,+Chico - Phone: 891-2751 7 County Center WiveF; Orovi Ile - Phone: 534-4541 Skyway and Elliott Road, Paradise - Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER laaslr -5 PERMIT NO. i 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. InspectorQQ-,, Date -Z2` "-�--- ��____, __• SYJ . V. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT 140. - �-+• 7 County Center Drive - Oroville,ICalifornia 95965 - Telephone 916/534-4541 0 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER (36 ZONI G BUILDING PERMIT OWN T n r �^ // /`/'G,( c ,ADDRESS TELEP ONE FT. OCC. BUILDING VALUATION 019 1 OWT'S MAIL��SQ. OWN S MAILIN e3, y CONTRACTZ?; N !F^ f 177 TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace con CONST CTION LENDER UNKNOWN Total Valuation Is FilingFee 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCH I{T�CT OR ENGINEER " LICENSE NO. Plan Checking Fee $ 6-0 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap I2.00 /(0100 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME d PARCEL MAP ( �_Z3 Water piping 5.00 S 0 Each qas water heater or vent 5.00 Q USE OF STRUCTURE SF'] Duplex❑ Mobilehome❑ Other r SPECIFY Gas piping system 1 - 5 outlets 5.00 Q Building sewer 5.00 Mobile Home S G W 10.00 ea TYPE OF WORK NewO Addition❑ RemoAl Utilities❑ Installation❑ Other ❑ Describe work: c� _ Permit Fee $ .Q( Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 1.00 AMP OR LESS 10.00 Q, Q� Main service EA. ADD'L 100AMP 2.50 a CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUsine3S and Professions Code an 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) Q 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 oR ADDNST ( ACCLBLDGOCS.C '/z¢sgft NEW CONSTR.L' TI.OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS POWER APPARATUS h (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 30 DAL0 9AL0 3O Ex. OCCUp. FIXED P OUTLETS (RI- SI'D.)LINIS RE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 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. E'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. MECHANICAL PERMIT FiIingFee 10.00 Heating o Cooling �,Q� Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of 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 ents, sts, d expenses which may in any way accrue all ILa4oun. c quef the granting of this permi Date `� Si ature of A— Owner Pa" Contractor � Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. 3again C0NST.TYPFT. -J��VR FLoo I PARCE PD ND Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR f PUBLIC By — / l l PE EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Dateeceipt ����s v (`0HITE-D.P.W., Lion No. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT r COUNTY OF BUTTE - DEPAR7TMEN;T OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 w; a e a. 1,.._� • + PERMIT APPLICATION DATA SHEET Permit No, OWNER ( , C4, ✓ A. P. No. Proposed Building Use 0cl Permit Fee Based Upon: Complete Contract Price DPW Valuation Other (Exp/la/i,n�) � Building Inspector (�//,(/�t��4y/ Date/ At time of permit application, I was advised the following data must be submitted prior to permit processing andlor issuance: DATE RECEIVED, APPROVED 1. All items have been submitted. . . . . . . . . . . . 2_ Plot plans in duplicate./triplicate. . . . . . . . . . . 3. Complete plans in duplicate. /triplicate. . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9 Letter of signature authorization. p ONS)Sanitation approval from ✓D o. //P. HeaIth'Dept. 11. Planning approval .for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . .+ •Pre-Inspec. request to (Date) �! Pre -Inspection for Required. Building Insp cto ��Recorded copy of Agricultural Acknowledgment Statement. �/6/�S 19. Other When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone Q.1 9 9 and hold for pickup at n✓o office. Deliver w. /inspector. Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked above at time,19yapplication, circle item.) 1. Index permit for above Items No. 440 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail ._Other By 4,6 Date 5�—O'S6_ Plans checked by Plans approved b, Other: Copy—DPW Date' nate To: Building Department Fromi Environmental Health Subject: Sanitation learance Owner Location Plan Approved..for: Sewage disposal- Hold •final for: AP# water supply water supply Final clearance O.K. for: water supply Clearance for bedroom mob' ehome. Other NOTE z5l R/ C-0 / 41LUL� Sanitarian Da e grrtl;OED tit o=r I0=AL R£COROS Or BUTTE COUrITY,011FORNlA Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT AT THEREQUEST OF -. NbT COMPARED WITH FOR RESIDENTIAL DEVELOPMENT P -Y SHOVE-' ORIGINAL DOCUMENT . Section 26-8.1 of the Butte County Code requires this acknowledgement 1985 AUG 16 Pio 4: 0 4 be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included ELEANOR M. BEC R FEE — within an area zoned for agricultural purposes, and residents of this CLERK -RECORDER property may be subject to inconveniences or discomfort arising from cJ'�2 � ol 8 the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited Page to cultivation, plowing, spraying, pruning, and harvesting -which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date: State of CA. ) SS County of ) On this the X6ti4ay of August 19g;, before me, the undersigned Notary Public, personally appeared CARTERJAMES T. and j X/ Personally known to me. / / Proved to me on the basis of satisfactory evidence. _ OFFICIAL SEAL o be the person(s) whose hame(s) are subscribed to �+< ANGELA D. HENDERSHOT he within instrument and acknowledged that they NOTARY PUBLIC • CALIFORNIA xecuted the same for the purposes therein contained. PRINCIPAL OFFICE IN N WITNESS WHEREOF, I hereunto set my hand and official seal. BUTTE COUNTY MY COMMISSION EXPIRES -SEPT. 7, 1986 Notary Public Present A. P. No. 36 l3- /�d1- PARCEL .I : Lot 1, according to that certain Map entitled, "PARKER MANOR UNIT NO. 1, Butte County, California",, which Map was filed in the Office of the Recorder of the County of Butte, State of California, on July 20, 1949, in Book 17 of Maps, at Page 23. PARCEL II: A portion of Lot 113 of OROVILLE-WYANDOTTE FRUIT LANDS UNIT NO. 4, ac- cording to the Official Map thereof, filed'in the Office of the Recorder of the County of Butte, State of California, December 17, 1927, in Book 11 of Maps, at Pages 27, 28, 29, 30 and 31, more particularly described as follows: BEGINNING at the Northwest corner of said Lot 113, and running North 61° 30' East, along the Northwesterly line of said Lot 113, a distance of 63.0 feet to a point at the Northwest corner of Lot 1, as shown on that certain Map entitle.Q,- "PARKER MANOR UNIT NO. 1, Butte County, California", which Map was filed in the Office of the Recorder of the County of Butte, State of California, July 20, 1949, in Book 17 of Maps, at Page 23; thence South 280 30' East along the Southwesterly line of said Lot 1, a distance of 143.52 feet to the Southwesterly line of said Lot 113; thence North 52° 12' West along the Southwesterly line of said Lot 113, a distance of 156.74 feet to the point of beginning. , , I.% �. 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Y!wY rw...'. ..r.L.w ,..,....» +.ITu",r+. � �+'• . -._ . «I.... e•++'f" �,. ... •� 10 All 1 1 1 1 1 1 1 1 I�1 1�1 1 1 1 1 1 1 . III 1 1 1 1 I Ill ill ill ill 1!I 1�1 •111111�1141111111`1I I I D � IJ l sit" apoo, OL 4 0 �> 0.41 le DES1014ED FOR VERTICAL LOADS ONLY. LATERAL STABILITY OF GIRDER TRUSS TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT MINIMUM WOOD BEARING REOUIRE0 -r-r , S �; ADEOUATE UOOD TRUSS BEARING Is THZ RESPONSIBILITY OF THE BUILDING DESIGNER LEFT OVERHA14G = 3- 0- 0 RIGHT OVERHANG= 3-0-0 ,77z /0 4."o W CO) 12- 2-12 e 1 12- 2-12 F-31 h� z q 2] 4 E 0 5- 2 GROSS BRO L13i F91 1.21 Lei, E�,Uj 8 �jmj kh�=O%avmm-v U SYSTEMS PLUS LUMBER CO. 1800 S. BARNEY ST. ANDERSON, CA. 96007 CARTER 3S46 8 4683 3- 8 G 2483 3- 8 _;r3600 SYSTEMS 'A RLTM D E. P CA 1800 S, BARNEY ST. ANDERSON, rA. 3600 i F3 -012A 24- S- 8 I F3 -012A 3600 CAMBER= 0-1/8 HEEL= a/ifi C HO CA I fteadlinii A groction ul"011aftoo -us Information &acing Informw9kn C*Iminocsw 1#tw*wgw* JT TYPE W LEN Y X (HEM89R) Gang -Hall sm"f"s, Sm. CARELESS HANDLING OF COMPONENTS SHALL 040101 PERWTTAO TEMPORARY AND FfnMANENT BRACING FOR HOLDING COMP04ENT PLUMB AND FOR RESISTING LATERAL FORCIESSMALL IMOCSfGNEDAND INSTALLED BY OTMERS NO LOADSI ARE TO K APPLIED TO THE COM- ,)NENY UNTIL AFTER ALL BRACING AND FASTfWNGS ARE COMPLETE -4T NO TIME SHALL LOADS GR�ATER THAN DESIGN LOADS BE APPLIED TO THE COUPONIENT� CARE MUST BE EXERC ' TO INSTALL ZMPONENT AT PROPER Ir JT TYPE W LEN Y X (MEMBER) A K J L '-'� F ', 0 WE P, MLUMBER MUST 8"CAR A GRADE ARK FROM AN APPROVED INSPECTION BUKAU A040 MUST BE OF THF SIZE AND SIECIES SHOWN AND EOUAL TO OR ft'TTEA THAN THE GRADE SPECIFIED C H 0 R 0 S DATE E -P 2-6 - 1. W E B S CONC LOAD CHORDS SIZE LUhBER DE§CRIPTION DESIGN CRITERIA 0 R D S MEMBR FORCE HOR 018P SLOPE/12 LOAD MEMBR FORCE JT LBS DISP FT -IN -SX 20 PSF I HLOI GNA20 4.OX 6.2 Handling IS greaMon FR -TO (LBS) FT -IN -SX DEPTH IN (PLF) FR -TO (LBS) Ms. Inc. +;. 3 2X 4 NO.1 D.F.L. TOP CH. LLq PSF 2 IN02 GNA20 S.OX10.2 1.60 LUMBER MPST BEAR A GRADE 1- 4 2X 4 NO.2 D.F.L. TOP CH. LL= PSF S IN02 GNA20 3.OX 6. 2 4.25t 3-10) 1- 2 TEMPORARY AND PERMANENT BRACING FOR HOLDING Coup(WENT SYSTEMS INC. AND 3 NOT TO BE COPIED IN WHOLE OR IN PART� OR USED FOR 1 ISO a- 5 2X 4 NO.1 O.F.L. DLm io 0 PSF 3 PKII ONA20 4.OX 4.7 3. 9 1- 2 2428T S- 7- 4 6.000 60.0 2- 8 3223C 5 180' S�- I 2X 8 NO.1 O.F.L. SOT CH. LL= 4 IN02 ONA20 4.OX 6.2 1.50 4.00( 4- 61 2- 3 1603C 6- 7- 8 S.000 60.0 2- 7 394ST SHOWN AND COUAL (0 OR BFTTER 3-10 OL= 10 -ESF LOAO= Ad"'�PSF S HLSI GNA20 3.OX 7.9 1- 2 3- 4 1603C 6- 7- B -S.000 60.0 3- 7 842T 3- 9 14EBS 2X 4 STANDARD D.F.L. TOTAL ) C 6 HL31 ONA20 S -OX 7.8 nFER TO THE'AMOTRusS.- JOINT DETAIL 4- 6 3928C S- 7- 4 -5.000 60.0 4- 7 2276C SHEET FOR DEFINITK)mS OF JOINT TYPES AND 2- 8 3- 7 4- 7 4- 6 I a4 6 INII GNA20 2.7X SIG 3.50( 6- 7) S- 6 3626T S- 7- 4 0. 214.2 4- 6 1289T 6 INSTALLATION OF COMPONENTS SPACING= 7 IN03 GNAaO 6.0916.6 4.00 3.76( 4- 7) 6- 7 3626T 6- 7- 8 0. 214.2 4BOT 820C LOADS AS DETERMINED BY OTHERS nNO SHOWN ON WEBS 2X 4 NO.2 D.F.L. SPAN CARRIEDE12- 0- O(B B 0 INII GNA20 2.7X 4.7 1703T 7- 6 2241C 6- ?- 8 0. 214.2 2X INPUT LISTING. VERIFICATION OF LOADINGI, IN';"UT DEFL. L/240 2- 7 9-10 8 BROI GNA20 2.7X 4.7 a- 8- 1 2241C S- 7- 4 0. 214.2 DEFLECTION LIMITATIONS, FRAMING METHODSI, 6 SPLICES 10- 1 INPUT DEFL. L/240 10- 4- 4 0. 20.0 WIND BRi,CING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) 2- 3 SPID GNA20 3 -OX 4,7 GNAZO THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL 7- SPLICES 0. 20.0 152SC 4- 1- IS ALWAYS REQUIREOv IS THE RESPONSIBILITY LUMBERm; 26 NAIL= 0 5- 6 SPID ONA20 3.OX 4.7 MAX. PURLIN LOADS AS DETERMINED BY OTHERS AND SHOWN ON INCREASES(PER CENT) 6- 7 SPIO ONA20 S.OX 7.0 MAX. PURLIN SPACE= 2.6 FT. . MAX. UNBRACED BOT.CH. LEN.= 3.9 FT. INPUT LISTING. VERIFICATION OF �OADIND* LUMBER= 2S NAIL= 0 SPACE- 4.0 FT. - MAX. LAT. BRACE REDD. AT UNBRACED I-IX4 LAT. BRACE REDD. AT 1/2 LEN. WEBS 4- 7 -S.000 52,,0 DEFLECTION LIMITATIONSt FRAMING METHODS, TCH LS= 0 BCH LS= 0 DESIGN SPECS, ACCORDING TO UNIFORM 3-10 NAIL VALUES(PSI).NET DESIGN SPECS. ACCORDING To UNIFORM BUILDING CODE91982 NOTE: LATERAL BRACES AND WIND BRACING OR OTHER LATERAL BRACING THAT FOR TRUSS BUILDING CODE.1982 7- 8 NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS MEMBER, AND IS ALWAYS REQUIRED, IS THE RESPONSIBILITY NAIL VALUES(PSI).NET FABRICATION INSPECTION TO BE PROVIDED ARE REQUIRED TO REDUCE SUCKLING LFNGTH OF MEMBER- AND SHOULD WITH MINIMUM OF OF THE PROJECT ARCHITECT OR ENGINEER. CHORDS WEBS IAW SECTION 25.1739tA) UBC STANDARD 2S-17 BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-100 NAILS. 1- AT FNnS OR MAX MIN MAX MIN TNTFRVA1q 5- 9 PROVISIONS.MUST BE MADE AT ENDS OR SPECIFIED INTERVALS ANCHOR LATERAL BRACING. BY ONA20 163 142 t63 142 INI I ONA20 Tn RFSTRArN OR ANrHnR 1ATFRAf RRAmNrv. ny nTHFRS. 9-10 1408T 4- DES1014ED FOR VERTICAL LOADS ONLY. LATERAL STABILITY OF GIRDER TRUSS TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT MINIMUM WOOD BEARING REOUIRE0 -r-r , S �; ADEOUATE UOOD TRUSS BEARING Is THZ RESPONSIBILITY OF THE BUILDING DESIGNER LEFT OVERHA14G = 3- 0- 0 RIGHT OVERHANG= 3-0-0 ,77z /0 4."o W CO) 12- 2-12 e 1 12- 2-12 F-31 h� z q 2] 4 E 0 5- 2 PmPORTANT: READ ALL NOTES ON THIS Oftme;fW. MAX -SPAN -PLOT 0. FIR -LARCH Gr'KIG NAIL SYSTEMS 7625 N.W. 37TH AVE. MIAMI, FLOR'IDA 331 SPAN TOP CHORD OCT. CHORD tAX OVH CAMS. PURL. BRG. �OINT I JOINT 2 JOINT 3 - JOINT 4 JOINT 9 JOINT 10 TCH SPL. PrH SPL. FT -IN SIZE GRADE SIZE GRADE FT -IN (IN.) SPACE IN -SX HLOI to- I INII. IN02 a- 9 PKII IN03 IN02 2-10 SPIO ."10 I (FT.) MID LEN Y x WID LEN WID LEN X WIG LEN Y WID LEN Y �x WID LEN Y X WID LEN t,,O LEN 39- 7 12X 4 NO.2 2X 4 NO.2 3- 9 U-3/8 FISH 3- 8 4.OX 6.8 .26 2.OX 2.3 3.OX 3.9 2.00 S.OX 4.5 2.00 4.OX 7.9 1.60 2.25 34X 3.9 1.7S 3.OX 5.1 3.OX S.6 43-11 JFX 4 NO,2 2X 4 N020 3- 9 0-3/8 PSH a- C 4.OX 7.9 .25 2.OX 2.3 S.OX 3.9 1.76, S.OX 4.5 2.00 4.OX 7.9 1.60 2.2S 3.OX 3.9 1.76 3.OX S.6 3.OX 6.2 44- 4 2X 4 NO.2 2X 4 NO.1 3- 9 0-3/8 PSH 3- 8 4.OX 7.9 .26 2.OX 2.3 3.OX 3.9 1.7S S.OX 4.S 2.00 4.OX 7.9 1.50 2.26 3.OX 3.9 1.76_ 3.OX 6.6 3.OX 6.2 44-11 2X 4 NO2D 2X 4 NO.1 3- 9 0-4/8 PSH 3- 0 4.OX 7.9 .2S 2.OX 2.3 3.OX 3.9 1.75 S.OX 4.S 2.00 4.OX 7,,9 1.60 2.2S 3.OX 3.9 1.7S 3.OX.6.6 3.OX 6.2 47- 0 2X 4 N020 2X 4 NOID 3- 9 0-4/8 PSH a- 8 4.Ox 7.9 .2S 2.OX 2.3 3.OX 4.6 2.2S S.OX 4.6 2.00 4.OX 7.9 I.SO 2.25 3.OX 3.9 1.60 3.OX 6.2 3.OX 6.8 40- S, 2X 4 NO.1 2X 4 NOID 3-16 0-4/8 PSH 3- 8 4,,OX 9.0 .25 .50 2.OX 2.3 3.OX 4,S 2.26 S.OX 4.5 2.00 4.OX 7.9 1.60 2;2S 3.OX 3.9 1.60 3.OX 6.2 3.OX 6.8 49- S _2Y 4 SS. 2X A NOID 3-10 0-4/8 PSH 3- 8 4.OX 9.0 .25 .50 2.OX 2.3 3.OX 4.6 2.2S S.Ox 4.S 2.00 4.OX 7.9 I.SO 2.25 S.Ox 3.9 I.SO 3.OX 6.2 3.OX 6.8 SO- 2 2X 4 SS. 2X 4 D. SS 3-10 0-S/8 PSH 3- 8 4.OX 9.0 .26 .60 2.OX 2.3 3.OX 4.S 2.25 S.Ox 4.S 2.00 4.OX 7.9. I.SO 2.26 .3.OX 4.6 1.7G 3.OX 6.2 3.OX 6.8 SO- 9 2X 4 NOID 2X 4 O.SS 3-11 0-6/8 PSH 3- 8 4.OX 9.0 .26, .50 2.OX 2.3 3.OX 4.6 2.2s S.OX 4.5 2.00 4.OX 7.9 1.50 2.2S 4.OX 4.S I.SO 2.2S S.Ox 6.2 S.Ox 6.8 9--0 12R 4 O.SS 2X 4 D.SS 3-11 0-5/8 PSH 3- a 4.OX 9.0 .25 SO 2.OX 2.3 3.OX 4.6 2. �'S S.OX 4.6 2.00 4.OX 7.9 1.60 2.26 4.OX 4.6 I.SO 2.2S 3.OX'6.8 S.Ox 7.9 62- 4 2X 4 O.SS 2X 6 NO. -2 3-11 0-3/8 PSH 3- A 4_jY 9.0 .26 SO 2.OX 2.3 3.OX A_q - Tin c_- 4-5 2.00 4.OX 7.9 I,SO 2.25 4.OX 4.6 1.50 2.2S 3.OX 6.8 4.OX S. 6 ALL WEBS 2X4 STO MINIMUM SPAN DEFLECTION WES FT -IN 13RACE SPAN LIVE FT -IN LOAD 3- 9 39- 7 I-IX4 62- 4 L/480 NOTE PSH INDICATES PLVWOOO SHEATHING. SYSTEMS PLUS LMBR. CO. V 1800 S. 133rney Street ANDERSON, CALIFORNIA 96007 LU CY-I C341-16 C Vl\- OF C FORCE COEFFICIENTS (Ln/FT) REAC. 1- 2 2- 3 3- 4 9-10 10- 1 9-10 2-1' 3- 9 4- 9. 36 -72 -65 -45 `54 67 -8 -16 27 FORCE(LBS) FORCE COEFFICIE4T X SPAN(FT) [4] 131 12 s.ol 'OUN W i 36 PSF UBC 1S PC I COIDES- UBC NAIL VALUES(PSI) all ISPACING =24 IN TOP CH. LLr- 16 PSF ON CHORDS WEOS LBR jNCR.%r2G PC OLx 10 PSF 'MAX VIN MAX MIN S NAIL iNE- n PC SOT CH. LLz 0 PSr CO 163 142 163 142 __> E D_ �TCH. LS. mIS PC ;�Lm t4,-,:f,5_F A P BCH. I.S. x 0 PC T`0TAL LOAID-'�' PSV", OVH SPAN SPLICE WITHIN 9 IN. OF 1�4 PANEL SPANS - SLOPE JN 12 -q- 2 In G2- 4 r 0n - 91andling A Ereetloo Miscellaneous information Bracing IrtformIntion Connector Hardware Lwmber Gong -Mall Systwn*, Inc. HAWXWG IIA tOMP"IENT1 V�IIIQJL NOT 99 Pf"MIT715 TO" 04TA &-KIT AND THE INFORNAT", 09AF04. IS THE PROKRrT -,r QMPG.� A" LATjnAL, SPIACING SOV, AD IS FOR CO"IECT00 "YES ARE IA~AC"P%fO 00 ILUM"A MUST REAA A GRADE GANG-NAii, WEST 1� 4325 U600 say Fisco, N E * ft 0 coo 5716 e Sed"If. WSONngton "to$ 4 ^No Otar"AffeNr oftmefto Pom MOILDWO Ouimpoamt mroat. PNC� AND is NOT vu BE COPIED Im WHOILIE OR IM PIA)". OR fistO FOR "ACII410 ANDN"AL WEd " AMR$ AP40 ACC0040Ah" WITH YP4 MARK FROM AN APPAOVtO puma wo 11110SYNO LATEIRAL * W"LL K M3006111110 AWO LINAAMOORkM 0 EXPLOIT At*N 001 " ITEMS DISCLOSE 0 ME A f 14, OM kIi ANY 07'"M VAIVV MU%T BIE 04STALLEU PLATES MUST tf INSTALLED ON POT"OAC*s MP`ECTION BUREAU AND kOAAT Local 12061 S25-1 100 0 Natxmul WATS JWO) 42(,.7746 W006140 8"V'R)'T4. It AS NO LO#rA 0.94 V 0 Of N4%*D TO TIMI DOW- aftCLOKO OR UrAj FOR PURP44SHINO If*c#%MAT*4 TO OTHERS, W" SRAM� Wm"W. mt,00AEO, ARE To et Of TIME LIUMSER WITHI TEETH FULLY 4I%k%(0X0 of OF " SIZE AND SPECIES W""on WATS J11" 5Q-;766 100000 UWv. AFTER ALL FIRACIPAGANDPAITTINING4 AM CX311^04 T"If USE OF TIMIS COMPONENT ZMAILL IK S01ECWffO GY Thl DEPOAtA Of'.TIME COUPILIEn &WALLY Sp`MxO ALONG WIES LENGTH ft'%TES "t " Of TIME 31014 dAUGf A0PO VVWN AND COUAL TO 00 BETTER AT NO TKAIE SkALL ILDAD$ OftArW T"400 DE004 kOaM I 'PLOW sypinxTurm 0000100 WMISr" APIE A93~1 TO BE LAT- CAPo6OTY $-PC" THAW THC'�JRAOIE S YO THE L)OMM"EN1 . OSTAW4AILLtAC95"RVOOOCCOMOLiAACE&A""OVAL$AtJOMT"LOCT104srpoM" C0041V PlESTm >*v OY Sw_.ATHING, PUR. PIEPER TO rl�-4 'AUTOVMAV " A)ANT WAA, PeCtFIED DATt CAI* MUST 811 ExtPiCtWO TO 04111ALL L%0000 --W AT PvIOPEPI Ott"O"C" Of THE COMP'Llyt STRUCTURE KFORE U3114 THIS Compoe-ENT 104 094 Cick W. vArmAL "t? VON womeyto'Ns or Jaw "S ANO CHARTER MEMBER 81/06/12. WIAIRIING O(NNTSr R*HT SRX Up APPIC 0^0"ftr *"^CgO AEA0 "'L W " !DfSN%N CROIRIA LISTCDAOOVI DOCSNOT MEET LOCAL "LIDOOCCOOd AfouW4- A13TRAINT 00 LAY"AL BRACING AND ftArt 1�01*,Atvows POSS1`0004 P%Ans Svv- PIPOI "FV41EONA?ft)OSTAINM"MS"ASMTMSCEPIOCAttd M'"Y1 %MM211itz, AOC1T*N^k 9-40ING " THE OYEIIIALL %Wtft1C-WLLT A4CIU1 JO -"T1. 1,�NI.13S OrKA YmE MmIm AND THE mA. 3 0 7 GANO-NMIL SVSYE#AS..WC kE1n!?^Cv-WS NO CONTVIOL ANO AOC1[P" VO*N SOGKO &W SEALED. GAW-NAIL SY3Tth4 9 �,.' 0SA"0ORmmG %1`RUCrU1*f 06 W 1K 0"OV000 OV V1.4 011. 044"VSK04 004 04OWN t"ALS S1PfCWIfO ARE k SkW 600 POESPOINSIOILITY FOR TVIE FA011"CA"W-4 "AAPMING� 21"wME01T 000 Omy " STftLICTVMAL tKA06" O� SHE LOWT 30"OWN ON THE GAS" OP DATA PPOWNM ev PON41" Of THE CC"P%tT1 smiclufte STANTIAL copomeAnry %nym ri-k -A� WmIrAILLATION 0; COMPO"Wft r"a Cu" To" AND 30,10"" 04 Tt" M""qo REV"004 Olt NM PATC 11'r. CARTER 3546, GROSS BRO L13i F91 1.21 Lei, E�,Uj 8 �jmj kh�=O%avmm-v U JT REACT IN -SX RU I L op,,j -�PA' CAMSER;z 0 -1/8 HEEL- 3/16 3600 8 4683 3- 8 G 2483 3- 8 _;r3600 SYSTEMS 'A RLTM D E. P LUMBER CO. 1800 S, BARNEY ST. ANDERSON, rA. 3600 i F3 -012A 24- S- 8 LEN - Y 3600 CAMBER= 0-1/8 HEEL= a/ifi C HO CA I fteadlinii A groction ul"011aftoo -us Information &acing Informw9kn C*Iminocsw 1#tw*wgw* JT TYPE W LEN Y X (HEM89R) Gang -Hall sm"f"s, Sm. CARELESS HANDLING OF COMPONENTS SHALL 040101 PERWTTAO TEMPORARY AND FfnMANENT BRACING FOR HOLDING COMP04ENT PLUMB AND FOR RESISTING LATERAL FORCIESSMALL IMOCSfGNEDAND INSTALLED BY OTMERS NO LOADSI ARE TO K APPLIED TO THE COM- ,)NENY UNTIL AFTER ALL BRACING AND FASTfWNGS ARE COMPLETE -4T NO TIME SHALL LOADS GR�ATER THAN DESIGN LOADS BE APPLIED TO THE COUPONIENT� CARE MUST BE EXERC ' TO INSTALL ZMPONENT AT PROPER Ir THIS DATA SHEET AND THE INIFORMATION MIREOPI. IS THE PROPERTY OF GANG -NAIL SYSTEMS IW,. AND IS NOT TO BE COPIED IN WHOLE OR IN PART. OR USED 1`�DR UNAUTHORIZED EXPLOITATION OF THIS ITEMS DISCLOSED HEREIN. OR IN ANY OTHER WAY DISCLOSED OR USED FOR PURNISHIING INFORMATION To OTHf!ASr THE"- OF TMS COMPONENT SMALL el SPECIFIED BY THE DESIGNER OF THE COMPLETE STRUCTURE. OBTAIN ALL NECESSARY CODE COMPLIANCES. APPROVALS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE UIANG THIS COMPONENT. ALL'LA7EnAL BRACING SPECIFIED IS FOR BRACING INDIVIDUAL WEB MEMBERS AND MUST BE INSTALLED WES BRACES WHERE REOUIREU. ARE TO BE EOUALLY SPACED ALONG VIEG LENGTH CHORD MEMBERS ARE ASSUMED TO 86,LAT- FRALLY RESTRAINED BY SHEATHING. PUR- LINS OR CEILING MATERIALS. A K J L '-'� F ', 0 WE P, MLUMBER MUST 8"CAR A GRADE ARK FROM AN APPROVED INSPECTION BUKAU A040 MUST BE OF THF SIZE AND SIECIES SHOWN AND EOUAL TO OR ft'TTEA THAN THE GRADE SPECIFIED GANG -MAIL WgT 4US Union Day Pw.*, N.E� . Seattlle, wowington 16105 CHARTER MEMBER DATE E -P 2-6 - 1. SWEET 6 Design CrfterW MEMBR FORCE C H HOR 0 R D S SLOPE/12 W E 8 S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA I HLOI ONA20 3.OX 4.7 FR -TO (LBS1 DISP FT -IN -SX SLOPE/12 LOAD Handling IS greaMon misciallammus hdle�ffl Bracing Wernwil"o Connector Hardwaire Lumber 2 INII GNA20 2 -OX 2.3 FR -TO (LBS) Ms. Inc. CARELESS HAIJOLING OF COM"ENTS SMALL NOT 13E PER9ATTEO THIS DATA "ET A140 THE INIFORMATICm HEREON, IS THE PROPERTY UF EAA�"IL ALL LATERAL BRACING SPECIFIED IS FOR CONNECTOR FLWES ARE MANUFACTURED LUMBER MPST BEAR A GRADE 1- 4 2X 4 NO.2 D.F.L. TOP CH. LL= PSF S IN02 GNA20 3.OX 6. 2 4.25t 3-10) 1- 2 TEMPORARY AND PERMANENT BRACING FOR HOLDING Coup(WENT SYSTEMS INC. AND 3 NOT TO BE COPIED IN WHOLE OR IN PART� OR USED FOR BRAC114G INDIVIDUAL WES MEMBERS AND IN ACCORDANCE WITH TPI MARK PROM AN APPPOVED 4M Urwon Day Pwa, N.E.. Seattle, Washirnpton 96105 3. 9 I ISO PLUMB AND FOS RESISTING LATERAL FORCESSHALL BE DESIGAPEO AND UNAUTHORIZED EXPLOITATION OF THE ITEMS DIrCLOSEO HEREIN. an IN AMY -OTHER WAY MUST BE INSTALLED PLATES MUST BE INSTALLED ON BOTH INSPECT" BUAEAUAAD MUST 3- 5 S.000 INSTALLED Y OTHERS NO LOADS ARE TO BE APPLIED TO THE Com- DISCLOSED OR USED 91OR FURNISHING INFORMATION TO OTHERS WEB BRACES WHERE AEOUIREO. ARE TO BE FACES OF THE LUMBER WITH TEETH FULLY BE Of THE SIZE AND SPECIES GOT CH. L4- 0 S IN02 ONA20 3.OX 3. 9 3- 4 PONENT UNDTIL AFTER ALL BRACING AND FASTENINGS ARE COWILETE THE Use OF TWS COMPOWNT SMALL BE SPECIFIED By THE DESIGNER OF THE COMPLETE EQUALLY SPACED ALONG WEB LFNGTH EMBEDDED SHOWN AND COUAL (0 OR BFTTER 3-10 MEMBER DATE SHEET 1- 2 DLm 10,egESF AT NO TIME SMALL LOADS GREATER THAN DESIGN LOADS BE APPLIM TO THE COMPONENT STRUCTURE OOTAIN ALL MCESSARY CODE COMPLIANCE& APPROVALS AND INSTRUCTIONS F"THE CHORD MEMBERS ARE ASSUMED TO 67 AT- EFIALLY RESTRAINED BY SHI�:ATHING, 'UP- PLATES MUST BE OF THE SIZE, GAUGE AND CAPACITY SHOWN THAN THE GRADE SPECIFIED ��gn 6010 3- 9 CARE MUST aE EXIEFICIS& TO INSTALL COMPONENT AT PROPER DESIGNER OF THE CUMPLETE STRUCTURE BEFORE USING T1415 COMPONENT LM OR CEILING "ATERIALS. nFER TO THE'AMOTRusS.- JOINT DETAIL Criteria CHARTER 3EP 26. 1 cA IS S- 7- 6 BEARING POINTS, RIGHT SIDE UP Ak-10 PROPERLY BRACED READ ALL IF THE DESIGN CRITERIA LISTED ACOVE DOES NOT MEET LOCAL BUILDING CODE SfOUIRIE' RESTRAINT OF LATERAL BRACING AND SHEET FOR DEFINITK)mS OF JOINT TYPES AND 2- 3 114ST THE MSWIN AND THE MA. TEWALS SPICIFIED ARE IN Sue. STANTIAL CONFO9,'4ITY WITH THE 9 IN02 ONA20 3.OX 3.% 6- 7 tjOYES HEREON AND OBTAIN ANY DESIGN ASSISTANCE INDICATED GANG -NAIL SYSTEMS, INV EXERCISES NO CONTROL AND ACCEPTS NO RESPONSIBILITY FOR THE FABRICATION, HANDLING. SHIPMENT AND MENTS DC mOT USE THIS DESIGN VIHEN fH_1S 6R_AWIN(i IS SIGNED AND SEALED, CANa-MAIL SYSTEMS. INC 15 APPROVING MLY THE STRU CTURAL DESIGN OF THE UNIT SHOWN ON THE BASIS OF DATA PROVIDED BY ADO;TIONAL GRACING FOR THE OVERALL STRUCTURE IS TO BE PROVID . BY THE De- SKINER OF THE COMPLETE STRUCTURE. PLATE LOCATIONS. MSITION PLA;TSES SKYEM METRICALLY ABOUT JOINTS UNLF. OT IMEPASIONS ARE SHowN 60.0 NUMBER -B-44178 671C 6 INSTALLATION OF COMPONENTS THE CUSTOMER AND SHOWN ON THIS DRAWING 9 IN03 GNA20 3.OX 7.8 r LATEST WIV13ION OF NDS, AITC AND TPI 6- UBC PmPORTANT: READ ALL NOTES ON THIS Oftme;fW. MAX -SPAN -PLOT 0. FIR -LARCH Gr'KIG NAIL SYSTEMS 7625 N.W. 37TH AVE. MIAMI, FLOR'IDA 331 SPAN TOP CHORD OCT. CHORD tAX OVH CAMS. PURL. BRG. �OINT I JOINT 2 JOINT 3 - JOINT 4 JOINT 9 JOINT 10 TCH SPL. PrH SPL. FT -IN SIZE GRADE SIZE GRADE FT -IN (IN.) SPACE IN -SX HLOI to- I INII. IN02 a- 9 PKII IN03 IN02 2-10 SPIO ."10 I (FT.) MID LEN Y x WID LEN WID LEN X WIG LEN Y WID LEN Y �x WID LEN Y X WID LEN t,,O LEN 39- 7 12X 4 NO.2 2X 4 NO.2 3- 9 U-3/8 FISH 3- 8 4.OX 6.8 .26 2.OX 2.3 3.OX 3.9 2.00 S.OX 4.5 2.00 4.OX 7.9 1.60 2.25 34X 3.9 1.7S 3.OX 5.1 3.OX S.6 43-11 JFX 4 NO,2 2X 4 N020 3- 9 0-3/8 PSH a- C 4.OX 7.9 .25 2.OX 2.3 S.OX 3.9 1.76, S.OX 4.5 2.00 4.OX 7.9 1.60 2.2S 3.OX 3.9 1.76 3.OX S.6 3.OX 6.2 44- 4 2X 4 NO.2 2X 4 NO.1 3- 9 0-3/8 PSH 3- 8 4.OX 7.9 .26 2.OX 2.3 3.OX 3.9 1.7S S.OX 4.S 2.00 4.OX 7.9 1.50 2.26 3.OX 3.9 1.76_ 3.OX 6.6 3.OX 6.2 44-11 2X 4 NO2D 2X 4 NO.1 3- 9 0-4/8 PSH 3- 0 4.OX 7.9 .2S 2.OX 2.3 3.OX 3.9 1.75 S.OX 4.S 2.00 4.OX 7,,9 1.60 2.2S 3.OX 3.9 1.7S 3.OX.6.6 3.OX 6.2 47- 0 2X 4 N020 2X 4 NOID 3- 9 0-4/8 PSH a- 8 4.Ox 7.9 .2S 2.OX 2.3 3.OX 4.6 2.2S S.OX 4.6 2.00 4.OX 7.9 I.SO 2.25 3.OX 3.9 1.60 3.OX 6.2 3.OX 6.8 40- S, 2X 4 NO.1 2X 4 NOID 3-16 0-4/8 PSH 3- 8 4,,OX 9.0 .25 .50 2.OX 2.3 3.OX 4,S 2.26 S.OX 4.5 2.00 4.OX 7.9 1.60 2;2S 3.OX 3.9 1.60 3.OX 6.2 3.OX 6.8 49- S _2Y 4 SS. 2X A NOID 3-10 0-4/8 PSH 3- 8 4.OX 9.0 .25 .50 2.OX 2.3 3.OX 4.6 2.2S S.Ox 4.S 2.00 4.OX 7.9 I.SO 2.25 S.Ox 3.9 I.SO 3.OX 6.2 3.OX 6.8 SO- 2 2X 4 SS. 2X 4 D. SS 3-10 0-S/8 PSH 3- 8 4.OX 9.0 .26 .60 2.OX 2.3 3.OX 4.S 2.25 S.Ox 4.S 2.00 4.OX 7.9. I.SO 2.26 .3.OX 4.6 1.7G 3.OX 6.2 3.OX 6.8 SO- 9 2X 4 NOID 2X 4 O.SS 3-11 0-6/8 PSH 3- 8 4.OX 9.0 .26, .50 2.OX 2.3 3.OX 4.6 2.2s S.OX 4.5 2.00 4.OX 7.9 1.50 2.2S 4.OX 4.S I.SO 2.2S S.Ox 6.2 S.Ox 6.8 9--0 12R 4 O.SS 2X 4 D.SS 3-11 0-5/8 PSH 3- a 4.OX 9.0 .25 SO 2.OX 2.3 3.OX 4.6 2. �'S S.OX 4.6 2.00 4.OX 7.9 1.60 2.26 4.OX 4.6 I.SO 2.2S 3.OX'6.8 S.Ox 7.9 62- 4 2X 4 O.SS 2X 6 NO. -2 3-11 0-3/8 PSH 3- A 4_jY 9.0 .26 SO 2.OX 2.3 3.OX A_q - Tin c_- 4-5 2.00 4.OX 7.9 I,SO 2.25 4.OX 4.6 1.50 2.2S 3.OX 6.8 4.OX S. 6 ALL WEBS 2X4 STO MINIMUM SPAN DEFLECTION WES FT -IN 13RACE SPAN LIVE FT -IN LOAD 3- 9 39- 7 I-IX4 62- 4 L/480 NOTE PSH INDICATES PLVWOOO SHEATHING. SYSTEMS PLUS LMBR. CO. V 1800 S. 133rney Street ANDERSON, CALIFORNIA 96007 LU CY-I C341-16 C Vl\- OF C FORCE COEFFICIENTS (Ln/FT) REAC. 1- 2 2- 3 3- 4 9-10 10- 1 9-10 2-1' 3- 9 4- 9. 36 -72 -65 -45 `54 67 -8 -16 27 FORCE(LBS) FORCE COEFFICIE4T X SPAN(FT) [4] 131 12 s.ol 'OUN W i 36 PSF UBC 1S PC I COIDES- UBC NAIL VALUES(PSI) all ISPACING =24 IN TOP CH. LLr- 16 PSF ON CHORDS WEOS LBR jNCR.%r2G PC OLx 10 PSF 'MAX VIN MAX MIN S NAIL iNE- n PC SOT CH. LLz 0 PSr CO 163 142 163 142 __> E D_ �TCH. LS. mIS PC ;�Lm t4,-,:f,5_F A P BCH. I.S. x 0 PC T`0TAL LOAID-'�' PSV", OVH SPAN SPLICE WITHIN 9 IN. OF 1�4 PANEL SPANS - SLOPE JN 12 -q- 2 In G2- 4 r 0n - 91andling A Ereetloo Miscellaneous information Bracing IrtformIntion Connector Hardware Lwmber Gong -Mall Systwn*, Inc. HAWXWG IIA tOMP"IENT1 V�IIIQJL NOT 99 Pf"MIT715 TO" 04TA &-KIT AND THE INFORNAT", 09AF04. IS THE PROKRrT -,r QMPG.� A" LATjnAL, SPIACING SOV, AD IS FOR CO"IECT00 "YES ARE IA~AC"P%fO 00 ILUM"A MUST REAA A GRADE GANG-NAii, WEST 1� 4325 U600 say Fisco, N E * ft 0 coo 5716 e Sed"If. WSONngton "to$ 4 ^No Otar"AffeNr oftmefto Pom MOILDWO Ouimpoamt mroat. PNC� AND is NOT vu BE COPIED Im WHOILIE OR IM PIA)". OR fistO FOR "ACII410 ANDN"AL WEd " AMR$ AP40 ACC0040Ah" WITH YP4 MARK FROM AN APPAOVtO puma wo 11110SYNO LATEIRAL * W"LL K M3006111110 AWO LINAAMOORkM 0 EXPLOIT At*N 001 " ITEMS DISCLOSE 0 ME A f 14, OM kIi ANY 07'"M VAIVV MU%T BIE 04STALLEU PLATES MUST tf INSTALLED ON POT"OAC*s MP`ECTION BUREAU AND kOAAT Local 12061 S25-1 100 0 Natxmul WATS JWO) 42(,.7746 W006140 8"V'R)'T4. It AS NO LO#rA 0.94 V 0 Of N4%*D TO TIMI DOW- aftCLOKO OR UrAj FOR PURP44SHINO If*c#%MAT*4 TO OTHERS, W" SRAM� Wm"W. mt,00AEO, ARE To et Of TIME LIUMSER WITHI TEETH FULLY 4I%k%(0X0 of OF " SIZE AND SPECIES W""on WATS J11" 5Q-;766 100000 UWv. AFTER ALL FIRACIPAGANDPAITTINING4 AM CX311^04 T"If USE OF TIMIS COMPONENT ZMAILL IK S01ECWffO GY Thl DEPOAtA Of'.TIME COUPILIEn &WALLY Sp`MxO ALONG WIES LENGTH ft'%TES "t " Of TIME 31014 dAUGf A0PO VVWN AND COUAL TO 00 BETTER AT NO TKAIE SkALL ILDAD$ OftArW T"400 DE004 kOaM I 'PLOW sypinxTurm 0000100 WMISr" APIE A93~1 TO BE LAT- CAPo6OTY $-PC" THAW THC'�JRAOIE S YO THE L)OMM"EN1 . OSTAW4AILLtAC95"RVOOOCCOMOLiAACE&A""OVAL$AtJOMT"LOCT104srpoM" C0041V PlESTm >*v OY Sw_.ATHING, PUR. PIEPER TO rl�-4 'AUTOVMAV " A)ANT WAA, PeCtFIED DATt CAI* MUST 811 ExtPiCtWO TO 04111ALL L%0000 --W AT PvIOPEPI Ott"O"C" Of THE COMP'Llyt STRUCTURE KFORE U3114 THIS Compoe-ENT 104 094 Cick W. vArmAL "t? VON womeyto'Ns or Jaw "S ANO CHARTER MEMBER 81/06/12. WIAIRIING O(NNTSr R*HT SRX Up APPIC 0^0"ftr *"^CgO AEA0 "'L W " !DfSN%N CROIRIA LISTCDAOOVI DOCSNOT MEET LOCAL "LIDOOCCOOd AfouW4- A13TRAINT 00 LAY"AL BRACING AND ftArt 1�01*,Atvows POSS1`0004 P%Ans Svv- PIPOI "FV41EONA?ft)OSTAINM"MS"ASMTMSCEPIOCAttd M'"Y1 %MM211itz, AOC1T*N^k 9-40ING " THE OYEIIIALL %Wtft1C-WLLT A4CIU1 JO -"T1. 1,�NI.13S OrKA YmE MmIm AND THE mA. 3 0 7 GANO-NMIL SVSYE#AS..WC kE1n!?^Cv-WS NO CONTVIOL ANO AOC1[P" VO*N SOGKO &W SEALED. GAW-NAIL SY3Tth4 9 �,.' 0SA"0ORmmG %1`RUCrU1*f 06 W 1K 0"OV000 OV V1.4 011. 044"VSK04 004 04OWN t"ALS S1PfCWIfO ARE k SkW 600 POESPOINSIOILITY FOR TVIE FA011"CA"W-4 "AAPMING� 21"wME01T 000 Omy " STftLICTVMAL tKA06" O� SHE LOWT 30"OWN ON THE GAS" OP DATA PPOWNM ev PON41" Of THE CC"P%tT1 smiclufte STANTIAL copomeAnry %nym ri-k -A� WmIrAILLATION 0; COMPO"Wft r"a Cu" To" AND 30,10"" 04 Tt" M""qo REV"004 Olt NM PATC 11'r. CARTER 3546, F91 rel ITE Vxj1mrf 10 1985 3- a 7 1176 3- 8 RU I L op,,j -�PA' CAMSER;z 0 -1/8 HEEL- 3/16 3600 as- 0- 0 _;r3600 SYSTEMS PLUS LUMBER CO. 1800 S, BARNEY ST. ANDERSON, rA. Qs:.O 0 7 i F3 -012A r LEN - Y X tMEMBER) C HO CA I fteadlinii A groction ul"011aftoo -us Information &acing Informw9kn C*Iminocsw 1#tw*wgw* JT TYPE W LEN Y X (HEM89R) Gang -Hall sm"f"s, Sm. CARELESS HANDLING OF COMPONENTS SHALL 040101 PERWTTAO TEMPORARY AND FfnMANENT BRACING FOR HOLDING COMP04ENT PLUMB AND FOR RESISTING LATERAL FORCIESSMALL IMOCSfGNEDAND INSTALLED BY OTMERS NO LOADSI ARE TO K APPLIED TO THE COM- ,)NENY UNTIL AFTER ALL BRACING AND FASTfWNGS ARE COMPLETE -4T NO TIME SHALL LOADS GR�ATER THAN DESIGN LOADS BE APPLIED TO THE COUPONIENT� CARE MUST BE EXERC ' TO INSTALL ZMPONENT AT PROPER Ir THIS DATA SHEET AND THE INIFORMATION MIREOPI. IS THE PROPERTY OF GANG -NAIL SYSTEMS IW,. AND IS NOT TO BE COPIED IN WHOLE OR IN PART. OR USED 1`�DR UNAUTHORIZED EXPLOITATION OF THIS ITEMS DISCLOSED HEREIN. OR IN ANY OTHER WAY DISCLOSED OR USED FOR PURNISHIING INFORMATION To OTHf!ASr THE"- OF TMS COMPONENT SMALL el SPECIFIED BY THE DESIGNER OF THE COMPLETE STRUCTURE. OBTAIN ALL NECESSARY CODE COMPLIANCES. APPROVALS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE UIANG THIS COMPONENT. ALL'LA7EnAL BRACING SPECIFIED IS FOR BRACING INDIVIDUAL WEB MEMBERS AND MUST BE INSTALLED WES BRACES WHERE REOUIREU. ARE TO BE EOUALLY SPACED ALONG VIEG LENGTH CHORD MEMBERS ARE ASSUMED TO 86,LAT- FRALLY RESTRAINED BY SHEATHING. PUR- LINS OR CEILING MATERIALS. CONNECTON PLATES ARE MANUFACTURED IN ACCORDANCE MTH TPI, PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FUU 'I EMOCODED. PLATES MUST BE OF THE SIZE. GALIGEA 040 CAPACITY SHOWN REFER TO THE"AUTOTRUSS-'JOINT DETAIL MLUMBER MUST 8"CAR A GRADE ARK FROM AN APPROVED INSPECTION BUKAU A040 MUST BE OF THF SIZE AND SIECIES SHOWN AND EOUAL TO OR ft'TTEA THAN THE GRADE SPECIFIED GANG -MAIL WgT 4US Union Day Pw.*, N.E� . Seattlle, wowington 16105 CHARTER MEMBER DATE E -P 2-6 - 1. SWEET 6 Design CrfterW MEMBR FORCE C H HOR 0 R D S SLOPE/12 W E 8 S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA I HLOI ONA20 3.OX 4.7 FR -TO (LBS1 DISP FT -IN -SX SLOPE/12 LOAD MEMBR FORCE JT LBS 4.7 20 PSF 2 INII GNA20 2 -OX 2.3 FR -TO (LBS) FT -IN -SX DEPTH IN (PLF) - FR -TO (LBS) 1- 4 2X 4 NO.2 D.F.L. TOP CH. LL= PSF S IN02 GNA20 3.OX 6. 2 4.25t 3-10) 1- 2 1134T 6- 2 IN02 ONA20 3.OX 3. 9 I ISO 4- 7 2X 4 NO. 2 D.F.L. ULm Io PSF 4 PKII GNA20 4.OX 4.7 2- 3 3- 5 S.000 60.0 2-10 327C 7 ISO 7- 1 2X 4 2 0. F. L. GOT CH. L4- 0 S IN02 ONA20 3.OX 3. 9 3- 4 1246T S- 7- 6 S.000 60.0 3-10 20SSC 3-12) 1- 2 DLm 10,egESF 6 INII ONA20 2.OX 2, 3 4- S 760C I 'fOC S_ 7- b S.000 6010 3- 9 S73T 7- ALL WEBS 2X 4 STPNOARD D.F.L. TOTAL LOAD = ((,;� PSF 7 HLOI GNA20 3.OX 6.2 S- 6 4 S- 7- 6 -S.000 60 .0 4- 9 2SOT 2- 3 114ST 4- 9 IN02 ONA20 3.OX 3.% 6- 7 15bie S_ 7- 6 _5.000 60.0 s- 9 671C 6 THIS TRUIS IS DESIGNED TO SUPPORT VERTICAL SPACING= a4 IN. C/C 9 IN03 GNA20 3.OX 7.8 7- 8 164SC 6- 3- S -S.000 60.0 5- 8 4BOT 820C LOADS AS DETERMINED BY OTHERS nNO SHOWN ON 1- 10 IN02 ONA20 4.OX 4.7 I.SO 8- 9 1703T 9- 1- o 0. 20.0 6- 8 358C 2X INPUT LISTING. VERIFICATION OF LOADINGI, IN';"UT DEFL. L/240 6 9-10 1204T 271T a- 6- 0 0. 201.0 4- 5 820C 4- DEFLECTION LIMITATIONS, FRAMING METHODSI, 6 SPLICES 10- 1 3-11 10- 4- 4 0. 20.0 WIND BRi,CING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) 2- 3 SPID GNA20 3 -OX 4,7 GNAZO 1047C 7- 1-12 0. 20.0 152SC 4- 1- IS ALWAYS REQUIREOv IS THE RESPONSIBILITY LUMBERm; 26 NAIL= 0 5- 6 SPID ONA20 3.OX 4.7 MAX. PURLIN 6 149 OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS=15 BCH LS- 0 8- 9 SPIO GNA20 3.OX 4.7 I-IX4 SPACE- 4.0 FT. - MAX. LAT. BRACE REDD. AT UNBRACED BOT. CH. LEN.= 4.4 FT. 4- 0- 0 -S.000 52,,0 4-10 323T 1/2 LEN. WE13S 3-10 NAIL VALUES(PSI).NET DESIGN SPECS. ACCORDING To UNIFORM BUILDING CODE91982 NOTE: LATERAL BRACES AND PU'RLINS INDICATED' FOR TRUSS MEMBERS 7- 8 198ST CHORDS WEBS MAX MIN MAX MIN FABRICATION INSPECT -ION TO BE PROVIDED ARE REQUIRED BE TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOUf.D 9 122 GNAV 163 142 163 142 TAW 1.qFCT1nN PS.173111fa) 1IRr STANDARD Pt; -I,, NAILED PRnvTSTnNS TO TRUSS MIST RF MEMBERS mAnF WITH MINIMUM OF 2-10D NAILS. GNA20 S.OX 7. 8 7- 0- a- 9 198ST 4- 1- AT FNnS OR RPFCTFIFn TNTFRVA1q 5- 9 47ST 10 f,'IFFT rAtJTTIFVFF? TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. INI I ONA20 2.OX '�t�D�Vffk__HANG L 9-10 1408T 4- 1- 6 0. 30.0 6- 9 In RIGHT OVERHANG= 3" 0- 0 7 o. C34116 CIV0. OF -C 17- 6- 0 M4 7- 7- a GROSS BRG JT REACT IN -SX F91 rel ITE Vxj1mrf 10 1985 3- a 7 1176 3- 8 RU I L op,,j -�PA' CAMSER;z 0 -1/8 HEEL- 3/16 3600 as- 0- 0 _;r3600 JT A OP� F R `ND r LEN - Y X tMEMBER) C HO I fteadlinii A groction ul"011aftoo -us Information &acing Informw9kn C*Iminocsw 1#tw*wgw* Lumber Gang -Hall sm"f"s, Sm. CARELESS HANDLING OF COMPONENTS SHALL 040101 PERWTTAO TEMPORARY AND FfnMANENT BRACING FOR HOLDING COMP04ENT PLUMB AND FOR RESISTING LATERAL FORCIESSMALL IMOCSfGNEDAND INSTALLED BY OTMERS NO LOADSI ARE TO K APPLIED TO THE COM- ,)NENY UNTIL AFTER ALL BRACING AND FASTfWNGS ARE COMPLETE -4T NO TIME SHALL LOADS GR�ATER THAN DESIGN LOADS BE APPLIED TO THE COUPONIENT� CARE MUST BE EXERC ' TO INSTALL ZMPONENT AT PROPER Ir THIS DATA SHEET AND THE INIFORMATION MIREOPI. IS THE PROPERTY OF GANG -NAIL SYSTEMS IW,. AND IS NOT TO BE COPIED IN WHOLE OR IN PART. OR USED 1`�DR UNAUTHORIZED EXPLOITATION OF THIS ITEMS DISCLOSED HEREIN. OR IN ANY OTHER WAY DISCLOSED OR USED FOR PURNISHIING INFORMATION To OTHf!ASr THE"- OF TMS COMPONENT SMALL el SPECIFIED BY THE DESIGNER OF THE COMPLETE STRUCTURE. OBTAIN ALL NECESSARY CODE COMPLIANCES. APPROVALS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE UIANG THIS COMPONENT. ALL'LA7EnAL BRACING SPECIFIED IS FOR BRACING INDIVIDUAL WEB MEMBERS AND MUST BE INSTALLED WES BRACES WHERE REOUIREU. ARE TO BE EOUALLY SPACED ALONG VIEG LENGTH CHORD MEMBERS ARE ASSUMED TO 86,LAT- FRALLY RESTRAINED BY SHEATHING. PUR- LINS OR CEILING MATERIALS. CONNECTON PLATES ARE MANUFACTURED IN ACCORDANCE MTH TPI, PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FUU 'I EMOCODED. PLATES MUST BE OF THE SIZE. GALIGEA 040 CAPACITY SHOWN REFER TO THE"AUTOTRUSS-'JOINT DETAIL MLUMBER MUST 8"CAR A GRADE ARK FROM AN APPROVED INSPECTION BUKAU A040 MUST BE OF THF SIZE AND SIECIES SHOWN AND EOUAL TO OR ft'TTEA THAN THE GRADE SPECIFIED GANG -MAIL WgT 4US Union Day Pw.*, N.E� . Seattlle, wowington 16105 CHARTER MEMBER DATE E -P 2-6 - 1. SWEET 6 Design CrfterW MEMBR BEARING POINTS. RIGHT IDE UP AND PROPERLY BRACED READ ALL NOTES HEREON AND OBTAIN ANY DESICIN ASSISITANCE INDICATED GANCNAIL SYSTEMS. INC EXERCISES *1 CONTROL AND ACCEPTS NO AESPONSIBILITY$ORTHEVABRICATIO", HANDLING. SHIPMENT AND INSTALLATION OF COMPONENTS, R OF THE DESIGN CRITERIA LISTED ABOVE DOES NOT MEET LOCAL 13UILDING COnE FICOUI F- MENTS, DO NOT USE THIS DESIGN WHEN THS DRAWING IS SIGNED AND SEALED. GANG -NAIL SYSTEMS, INC. IS APPROVING ONLY TIME STRUCTURA( DESIGN OF THE UNIT $MOWN 0111 THK BASIS OF DATA PROVIDED BY THE CUATOI,-fER AND SW�WN ON THIS DRAWING RESTRAINT OF LATERAL BRACING AND ADDITIONAL 13RACING FOR THE OVERALL -STRUCTURE 15 TO BE PROVIDED BY THE 01- SY'NEnbp THE COMPLETE STRUCTURE. !z+4EET FOR 015�INITIOPJS OF JOINT TYPES AND PLATE LOCATIONS. POSITION PLATES SYM- METRICALLY A1130111 JOINTS UNLESS OTHFfo DIMENSIONS ARE SHOWN. elE ICUO RESEARCH Rf-PORT 13?9 A BOCA 71,;. 19 A 94-17 FOR PLATEZOMPLIANCES. SLOPE/12 LOAD - THE DESIGN AND THE MA- TERIALS SPECIFIED ARE IN SUB - STANTIAL CONFORMITY WITH THE LATEST REVISION OF NOS, AITC AND TPI NL*AKFV B -A4175 fusc I 1.** CB I CARTER 3S46 IMPORTANT: READ ALL M753 WON THIS DRAWING! SYSTLEMS PLUS LUMBER CO. 1800 S. BARNEY ST. ANDERSON, CA. 96007 CA* I F3-012 JT TYPE W LEN - Y X tMEMBER) C HO R D S W E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION MEMBR FORCE HOR DISP SLOPE/12 LOAD MEMBR FORCE JT LOS I HLOI GNA20 0^.OX 4.7 FR -TO (LBS) FT -IN -SX DEPTH IN (PLF) FR -TO (LBS) 1- 4 2X 4 NO.2 O.F.L. 2 IN02 ONA20 3.OX 3. 9 2.251 2-131 1 IS6 4- 7 2X 4 140.2 D.F.L. 3 IN03 GNA20 4.0X 7.8 1.50 2.50( 3-12) 1- 2 819T 4- 0- 0 5.000 S2.0 2-13 83T 2 149 7- 1 2X 4 NO.2 G.F.L. 4 PKII GNA20 4.OX' 4.7 2- 3 114ST 4- 1- 6 5.000 52.0 2-12 433C 3 122 a- 6 2X 4 STANDARD O.F.L. S IN02 GNA20 3.OX 4.7 2.76( 5- 9) 3- 4 820C 4- 1- 6 5.000 52.0 3-12 2162C 4 99 ALL WEBS 2X 4 STANDARD D.F.L. 6 IN02 GNA20 3.OX 3. 9 2.26( 6- 8) 4- 5 820C 4- 1- 6 -5-000 52.0 3-11 218T 5 122 ? HLO I GNAZO 3.OX 7.0 5- 6 152SC 4- 1- 6 -S.000 52.0 3-10 679T 6 149 8 INII GNA20 2.OX 2. 3 6- ? 21SIC 4- 0- 0 -S.000 52,,0 4-10 323T ? 156 9 IN02 GNA20 3.OX 3.9 2.2sts-9) 7- 8 198ST 4- 0- 0 0. 30.0 S-10 843C 9 122 10 IN03 GNA20 S.OX 7. 8 a- 9 198ST 4- 1- 6 0. 30.0 5- 9 47ST 10 99 11 INI I ONA20 2.OX 2.3 9-10 1408T 4- 1- 6 0. 30.0 6- 9 623C 11 122 10 T un Ll It -7 4 an 10-11 232T 4" 1- 6 0. 30 .'0 6- 8 120T 13 INII ONA20 2.OX 2.3 11-12 232T 2- 6- 2 0. 30.0 12-13 756C 1- 7- 4 0. 7io. 0 SPLICES 13- 1 7E4C 4- 0- 0 0. SU.0 12-13 SPIO CNA20 3.OX 4.7 mAX. PURLIN $PACE= 4.1 FT. , MAX. UNBRACED GOT. CH. LEN.- 6. 3 FT. DESIGN SPECS. ACCORDING 'TO UNIFOR11 BUILDING CODE.1982 NOTC: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS FABRICATION INSPECTION TO BE PROVIDED ARE REQUIRED TO REDUCE SUCKLING LENGTH OF MEMBER, AND SHOULD* IA LECTION 25. 1739(A) BC NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-100 NAILS. PRO! 'SIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS TO R, �'RAIN OR ANCHOR LATERAL BRACING. BY OTHERS. 'VERTICAL TO ATTACH LEDGER TO TRUSS1 USE 4-100 NAILS AT EVERY, C-5 DESION'CRITER,,A TOP CH. LL= 16 PSF DL= 10 PSF GOT CH. LLm 0 PFF DLr- /11 P-PSF- TOTAL LOAO=(i�_, PSF SPRCINGW 24 IN$� HIP SETBACK n�4- 0- om)` INPUI DEFL. L/' INCREASES(PER CENT) LUMBER= 2S NAIL= 0 TCH LS= 0 BCH LS= 0 NAIL VALUES(PSI).NET CHOROS WEBS MAX MIN MAX MIN ONA20 163 142 163 142 LEFT OVERHANG = 3- 0- 0 RIGHT OVERHANG= 3- 0- 1! '0 1 12- 2-1a F_4� L �I e U5 cot) Al 12 12 CD I LU w rWN o. n2 GROSS BRO -JT REACT tN-SX 11! 2141 a- a N-PARTNIIEW 7 1160 3- 8 CAHBER- 0-0/8 HEEL= 3/16 3600 74- S-4 8 9600 P R 101.j V E D ------ fAlt"llm"e" M*wvmman Bracing InUrm0lon ConnacW fte"awe L*mber grection ION HEAEON� IS THE PROPERTY OF GANG -NAIL ALL LATERAL BRACING SPECIFIED IS FOR CONNECTOR PLAYE9 ARE MANUVACTURED LUMBER MUST BEAR A GRADE GANG -NAIL W%%r "RMITTEU CAUSED FOR RIE ESS mANoLINOOF -.01APONEAPTSVOIALL NOF4 PIRM'rt 'iiEMS. copito IN WHOLE On IN PART BRACING INDIVIDUAL WEB MEMBERS AND IN ACCORDANCE WITH TPI MARK FROM AN AOPAOV9O 462S Union bay N t. v 3eaffle, WmItingtoo 00105 CARE SY INC � AND 15 NOT TO 09 1twomARY AND PEnMANIENT BRACING RM `0004 CC>Mp()NFNT UNAUTHORIZED EXPLOITATION OF THE ITEMS DISCLOSED HEREIN, On IN ANY OTHER WAY MUST BE INSTALLED PLATES MUST TIE INSTALLED ON BOTH INSPECTION BUREAU AND MI)ST PLUL46 ANO FOR RESISTING LATERAL FORCES SHALL BIEDESIONEDAND DISC MATION TO OTHERS WEB BRACES, WHERE AEOUiREb, ARE TO 89 FACES OF THE LUMBER WITH YEETH FULLY BE OF THE SIZE AND SPECIES ,L0SkO On USED FOR FURNISHING WFOR WSTALLIO ON OTHERS 140 LOADS ARE TO BE APPLIED TO TIME COW THE USE OF 114is OoMP0NjNt SHALL BE SPECIFIED BY THE DESIGNER OF THE COMPLETE EOLIALLY SPACED ALONG WEB LENGTH EMBEDDED' S14OWN AND EOUALTO OR BETTER P-AENT uNr,,L AFTER ALL MACING AND FASTENINGS Ang COMPLETE, STRUCTURE cHOn D 14 E M8 EAS An E ASSUM ED TO BE LAT- PLATES MUST BE OF THE SIZE, GAUGE AND THAN THE GRADE SPECIFIED THAN DESIGN LOADS BE APPLIED E COMPLIANCE& APPROVALS AND IMSTnUCTIONS FROM T"% OIALLY RESTRAINED BY SHEATHING, PUR- CAPACITY SHOWN, DAT`F "9 AT NO TIME SMALL LOADS GREATER OBTAiMALLNECEMAOYCOD NO THIS COMPONENT tit. INS Oft CEILING MATERIALS AEFEA TO THE'AUTOTAUSS*'JOINT DETAIL DaSign CritbViN CHARTER MEMEIEn WEET To THE COUPONENT PROPER DESIGNER (IF THIS. COMPLETE STRUCTURE bEfOrE US )CT I# IcA CARE MUST a EXERCISED TO INSTALL co -WENT AT ITERIA LISTED ABOVE DOES Not MEET LOCAL BUILDING CODE ACOLII H�,STFIAINT OF LATERAL BRACING AND SHEET POR DEFINITIONS OF JOINT TYPES AND S ED READ ALL IF THE DESIGN On At%OITIONAL BRACING FOR THE 0tRALL PLATE LOCATIONS, POSITION PLATES SYM, 714E DESIGN AND THE MA- Joe mm"R WASItio pOI4 �2�v - � �il _� d AIL SYSTEMS. INC, IS AP ROVING STRUCTURE IS TO BE PROVIDED BY THE DE, METRICALLY ABOUT JOINTS UNLeSS OTHER TEMALS SPIEdIFIEO ARE INSUG- , tS, pittlMy ME Up AND PROPERLY b"AC MENT& MI T U YHt 0 5 NOTES HEREON AND O&Aik ANY DES',ON ASSISTANCE NOICATEO WHEN THIS DRAWING IS SIGNED AND 811AIED- CAN MS. IN�,. tXER- SIGNER Of *HE COMPLETE STRUCTURE STANVIAL CONFORMITY WITH THE .ISE$ No CONTROL AND ACCEPTS ONLY THE STRUCTURAL DESIGN Of THE UNIT SHOIANONtHEW156F DATA PROVIbEDOY DIMENSIONS ARE SHOWW SEE ICI3O OANG-NAIL SYSTf RESEARCH REPORT 029 & DOCAID-19 & SA -67 LATEST REVISION OF NbS, AiTC 141ORESPONSIBILIrYPOPITHEII'A THE CUSTOMER AND SHOWN ON 'HIS DRAWING " WE- 198 BRICATION,HAMAINM SHIPMENT AND FOR PLATE COMPLIANCES, AND Im use INSTALLA11ON OF COMPONENTS IMPIORTANT: READ ALL NOTES Off *"Is DRAWING! Am� (06- 'r u, 9N I I 1 4ca 1 ONP CA- )6007 CARTER 3546 SYSTEMS PLUS LUMBER CO. 1800 S. BARNEY ST. ANDERS CA I FS -O 12A 111 181 171 U6 -4 JT REACT IN -SX I F3 -012A IS03 a- 6 814 3- 8 JT TYPE W LEN Y X (MEMBER) MEMBR FORCE HOR DISP SLOPE/12 LOAD MEMBR FORCE JT C H 0 R D'S III I HLOI GNA20 4.OX t.2 W E B S CONC LOAD CHORDS 'SIZE LUMBER DESCRIPTION DESIGN CRITERIA 3600 CAMBER= 0-1/9 HEEL= 3/16 180 2- 3 2X 4 NO -2 D.F,L. MEMBR FORCE HOR DISP SLOPE/12 LOAD MEMEIR FORCE JT LBS - CH. LLz 20 PSF I HL01 ONA20 S.OX 4.7 FR -TO (LBS) FT -IN -SX DEPTH IN (PLF) FR -TO (LBS) 9 U "N V L4.11 RXr-4 1- 3 2X 4 NO.2 D.F.L. TOP to PSF 2 IN02 ONA20 4.OX 4.7 1.60 CARELESS HANDLING OF COMPONENTS,5NALL NOT BE PERMITTED THIS DATA SHEET AND THE INFORMATION HEREON IS THE PROPERTY Of GANG'MAIL ALL LATERAL BRACING SPECIFIED is FOR I-9PAN C RRIEO=28- 0- 0-tBBA LUMBER MUST BEAR A GRADE TEMPORARY AND PERMANENT BRACING PGR HOLDING COMPONENT SYSTEMS INC. AND IS NOT TO BE COPIED IN WHOLE OR IN PART, OR USED FOR t 180 3- 5 2X 4 NO.2 O.F.L. OL- 0 PSF 3 PK12 GNAEO 4.OX 4.7 MUST BE INSTALLED 1- 2 IIOST 6- 5- 6 5.000 60.0 2- 8 1469C 6 180 S_ I 2X 4 NO.2 O.F.L. SOT CH. LL= 4 IN11 GNA20 2.OX e.3 SHOWN AND EQUAL TOOR ft"En 2- 3 IIST 5- 9- 6 5.000 60.0 2- 7 SIIT TO THE COMPONENT. CARE MUST Be EXERCISED VO INSTALL COMPONENT AT PROPER OBTAIN ALLNECESSARY CqDECOAPLIANCES, APPROVALS AND m6TRLICTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING T SCOMPO"ENT OLN jo-fSF PSF 6 HLOI GNA20 3.OX 4.7 BEARING POINTS. RIGHT SIDE UP ANb PROPERLY BRACED READ ALL 3- 4 700C 5- 9- 6 -S.000 60;0 3- 7 697C ADDITIONAL BRACING FOR THE OVEPALL 'ALL WEBS aX 4 STANDARD O,FvL. )TAL LOAD:i' 40 T( C, 6 IN02 GNA20 3,0X 3.9 1.76( 4- 61 4- S 917c 6- 6- 6 -6.000 60.0 3- 6 649T 'mj� -44176 INSTALLATION OF COMPONENTS C/C 7 INO2 GNAaO 4.OX 4.7 I -SO S- 6 846T 8- 4- 8 0. 20.0 4- 6 343C THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN. 8 INII ONA20 2..0 X 3.9 6- 7 316T� 7- 8- 9 0. 20.0 C, LOADS AS DETERMINED BY OTHERS AND SHOWN ON L/240 CIVI 7- 8 679C . e- 9- 4 0. .20.0 INPUT LISTING. VERIFICATION OF LOADING- INPUT DEFL. SPLICES 8- 1 1018C 6- 7- 4 0. 20.0 DEFLECTION LIMITATIONS, FRAMING METHODS. CENT) fi- 7 SPIO GNA20 3.OX 4.7 WIND BRACING OR OTHER LATERAL BRACING THAT PER INCREASES(, MAX. PURLIN SPACE= S.0 FT. . MAX. -UNBRACED BOT.CH. LEN.= 6.9 FT. IS ALWAYS REQUIRED, IS T14E RESPONSIBILITY LUMBER= 25 NAIL= 0 DESION SPECS. ACCORDING TO UNIFORM OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS=16 BCH LSP 0 SUILDINO CVDE.1982 ' NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS FA' , )RICATISN INSPECTION TO BE PROVIDED ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD NAIL VALUES(PSI).NET Ipli) SECTION 25.1739(A) UBC STANDARD 26-17 BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-100 NAILS. CHORDS WEBS PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS MAX MIN MAX MIN TO RESTRAIN OR ANCHOR LATERAL BRACING, BY OTHERS. ONA20 163 142 163 142 I FFT rANTT1 FVFR LEFT OVERHANG = -- 0' 0 ,,"0-n �iV-SS�101VANA RIGHT OVERHANG= 3- 0- 0 0 L2- 2-12 12- 2-12 GROSS BRO 111 181 171 U6 -4 JT REACT IN -SX I F3 -012A IS03 a- 6 814 3- 8 JT TYPE W LEN Y X (MEMBER) C H 0 R 0 S W E B S CONC LOAD Uuj co Ulm- DESIGN CRITERIA MEMBR FORCE HOR DISP SLOPE/12 LOAD MEMBR FORCE JT LBS III I HLOI GNA20 4.OX t.2 3600 24- S- 8 TOP CH. LL= 20 PSF 3600 CAMBER= 0-1/9 HEEL= 3/16 180 2- 3 2X 4 NO -2 D.F,L. DL= 10 PSF 3 HLOI GNA20 4.OX 6.2 ' T SWLDIN""'� DEPARTMM ISO a- I 2X 8 N0.2 D.F.L. BOT CH. LL= 0 PSF 4 INII GNA20 2.OX 4.7 2- 3 4419C S-0- 0 -5-000 60.0 2- 4 1797T OL= 10 PSF 5. iNI1 GNA20 2.OX 4.7 3- 4 4079T 3- 9-10 0. 534.2 ALE. WEBS 2X 4 STANDARD D.F.L. momffing A lkedrion Wiso6i'lanoeta latiormation gracing Inf*r"Wathm connecuw ftor*wswe Lumb*r 9 U "N V L4.11 RXr-4 F""ISTAUED 5- 1 4079T �S-34t2-- __ _. �� - - I THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL S 24 IN. C/C W go wim CIA I CIA NAIL W T CARELESS HANDLING OF COMPONENTS,5NALL NOT BE PERMITTED THIS DATA SHEET AND THE INFORMATION HEREON IS THE PROPERTY Of GANG'MAIL ALL LATERAL BRACING SPECIFIED is FOR I-9PAN C RRIEO=28- 0- 0-tBBA LUMBER MUST BEAR A GRADE TEMPORARY AND PERMANENT BRACING PGR HOLDING COMPONENT SYSTEMS INC. AND IS NOT TO BE COPIED IN WHOLE OR IN PART, OR USED FOR DRACING INDIVIDUAL WED MEMBERS AND CONNECTOR PLATES -ARE MANUFACTURED IN ACCORDANCE WITH TPI m AMX FROM AN APPROVED '4&15 Lkiion Day Pime, A11, Soso&, WashkWon 08105 m PLUMB AND FOR RIESISTM LATERAL FORCES SMALL BE DESIGNED AND UNAUTHORIZED EXPLOITATION OF THE ITEMS DISCLOSED HEREIN, OR IN ANY OTHER WAY MUST BE INSTALLED PLATES MUST BE INSTALLED ON BOTH INSPECTION BUREAU AND MUST BY OTHERS NO LOADS ARE TO BE APPLIED TO THE COW DISCLOSED OR USED FOR FURNISHING INFORMATION TO OTHERS WEB BRACES, WHERE REGUIRED. ME TO BE ACES OF THE LUMBER WITH TEEM FULLY BE Of THE SIZE AND SPECIES IS ALWAYS REQUIRED, IS THE RESPONSIBILITY PONCNT UNTIL AFTER ALL BRACMG AND FASTENINGS ARE COMPLETE THE USE OF THIS COMPONENT SHALL BE SPECIFIED BY THE DESIGNER Of THE COMPLETE EQUALLY SPACED ALONG WEB LENGTH, MBEDDED. SHOWN AND EQUAL TOOR ft"En LUMBER= 16 NAIL= -8 AT NO TIME SHALL LO ADS GREATER THAN DESIGN LOADS -BE APPUED STRUCTURE CHORD MEL45CAS ARE ASSUMED TO BE LAT. PLATES MUST BE OF THE SdE. GAUGE AND THAN THE GRADE SPECIFIED IDA IT TO THE COMPONENT. CARE MUST Be EXERCISED VO INSTALL COMPONENT AT PROPER OBTAIN ALLNECESSARY CqDECOAPLIANCES, APPROVALS AND m6TRLICTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING T SCOMPO"ENT ERALLY RESTRAINED BY SHEATHING. PPUWR� UNS On CEILING MATERIALS APACITY SKOWN. ' REFER TO THE 'AUTOTRUSS.- JOINT, DETAIL 1H 3"Wr CHARTER MEMBER EP 225. 1 be*19n Critorim BEARING POINTS. RIGHT SIDE UP ANb PROPERLY BRACED READ ALL IFTI IE DE2IGN CRITERIA LISTED ABOVF DOES NOTM"I LOCAL BU11LOING CODE RE*WRE- ING AND RESTRAINT OF LATERAL BRACING ETFOR DEFINITIONS OF JOINT TYPES AND 125.1 THE DESIGN AMD THE MA- ftOTES HERCON AND OBTAIN Aj4Y DESIGN ASSISTANCE INDICATED MENTS, DO -NOT USE THIS DESIGN ADDITIONAL BRACING FOR THE OVEPALL ATE LOCATIONS POSITION PLATES SYM, JOB ?*JmmfI GANG -MAIL SyStELIS. INC EXERCISES NO CONTROL AND ACCEPTS WHEN THIS DRAWING IS SIGNED AND SCALED, GAW"AIL SYSTEMS. PC 15 APh"NO STRUCTURE 15 TO BE PROVIDED BY TO, 2- OE- ETMCALLY ABOUT JOINTS UNLESS OTHER TERIALS SPECIFIED ARE 04 SUB. COjDE NO RESPONSIBILITY FORTHEfABRICATION. HANOLM,SHIPM"T AND ONLY THE STRUCTURAL DESIGN OF THE UNIT SHOWN ON THE BASIS OF DATA PROVIDED BY SIGNER OF THE COMPLETE STRUCTURE. IMENSIONS ARE SHOWN. STANTIAL CONFORMITY WITH THE 'mj� -44176 INSTALLATION OF COMPONENTS THE CUSTOMCR ANO SHOWN ON THiS ORAWING, LATEST REVISION OF PODS. AITC UBC U8C ? RIGHT OVERHANG= 3- 0-0 Ion 17 IMPORTANT:,RNAD ALL NOTES ON TP118, MAWING! CARTER -3546, SYSTEMS PLUS LUMBER CO. 1800 S. BARNEY ST. ANDERSON. CA. 96007 CA 1 F3 -012A JT TYPE U LEN Y X (MEMBER) C H 0 R D S W E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE HOR DISP SLOPE/12 LOAD MEMBR FORCE JT LBS I HLOI ONA20 S -OX 4.7 FR -TO (LBS) FT -IN -SX DEPTH IN (PLF) FR -TO (LBS) 1- 4 2X 4 NO.2 D.F.L. TOP CH. LL= 20, PSF 2 INII GNA20 2.'0 X 2.3 1 180 4- 7 2X 4 NO. 2 O.F.L. DL= 10 PSF 3 IN02 GNA20 3.OX 3. 9- 1.50( 3-10) 1- 2 1139T S- 3- 0 6.000 60.0 2-11 288c 7 180 7- 8 2X 4 NO.'2 0. F - L. SOT CH, LL= 0 PSF 4 PK12 ONA20 6 -OX 7.0 2.00 4.00C 3- 4) 2- 3 1227T 5- 3- 0 5.000 60.0 3-11 669T B-10 2X 4 NO.2 O.F.L. DL= I Sr 6 INOB GNAaO 4.OX 4.7 1.50 3- 4 1839T 7- 0- 0 6.000 60.0 3-10 640C I f `� 6 INII GNA20 3.OX 3.1 4- S 399T S-10-12 -6.000 60.0 4-10 2145C to- I 2X 4 NO.2 O.F.L. TOTAL LL'AD= PSF 7 HL04 ONA20 4.OX 4.7 5- 6 692C S- 9-10 -6.000 60.0 4- 9 44ST ALL WEBS 2X 4 STANDARD D.F.L. SPACING= 24 IN. _ C /C 8 CL12 ONA20 6.OX 7.0 2.SO( 8- 9) 6- 7 1804C S- 9-10 -S.000 60.0 5- 9 1165C 9 tNO2 ONA20 3 -OX 3.9 2.00( 4- 9) 7- 8 1717T It- 7- 4 -3.000 20. Q S- 8 662T T141S TRUSS�IS DESIGNED TO SUPPORT VERTICAL INPUT DEFL. L/240' 10 P822 GNA20 4.OX 4.7 2.00(10-11) a- 9 65ST S- 9-10 3.000 211.0 6- 8 IOSIC LOADS AS DETERMINED BY OTHERS AND SHOWN ON It IN02 ONA20 S.OX 3.9 9-.10 387C 5- 9-10 3.000 20.0 INPUT LISTING. VERIFICATION OF LOADING, INCREASES(PER CENT) SPLICES 10-11 1545C S-10-12 0. 20.0 DEFLECTION LIMITATIONS, FRAMING METHODS, LUMBER= 2S NAIL= 0 19,7 12 0. _�So 4a OR OTHER LATERAL BRACING THAT WIND BkACIt 2- 3 SPIO GNA20 S.OX 4.7 TCH LS=15 BCH LS= 0 IS ALWAYS REQUIRED. IS THE RESPONSIBILITY S- 6 SPIO GNA20 S.OX 4.7 PROVIDE ANCHORAGE AT BEARING JT- I FLR 160.0 LBS UPLIFT -1 OF THE PROJECT ARCHITECT OR ENGINEER. NAIL VALUES(PSI).NET DESIGN SPECS. ACCORDING TO UNIFORM CHORDS WEBS BUILDING CODE -1982 MAX. PURLIN SPACE= 3.2F_FT-----MAk- UN91 ACE BOT.CH. -LEN.= 4.7 FT. MAX MIN MAX MIN FABRICATION INSPECTION TO BE PROVIDED 2-IX4 LAT. BRACE REGO. AT i/; LEN'. WEBS 4-10 GNA2O 163 142 163 142 MU SFrTmn Pcb.i7mmi imc si'mmRn Ps -17 NnIF.- I ATFRAI RRACPS ANn PIJRI'rNq liNnfrATrn FnR TRIISS MFMRFR.q I FFT nVFRHANrj = R- n- n ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER- AND SHOULD RIGHT OVERHANG= 3- 0- 0 BE NAILED TO TRUSS ME11BEPS WITH MINIMUM OF 2-100 NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. 0 AL-L,OW--�,F�-P.F-�-,�--kiO.R�IZON�T�AL%--MOV,EM ENT�- OR- Di's- Tft-:�-S-U __ -0 , -S � - ff RT 10-A m,TRUSS MAY BE NECHANICALLY FASTEN -Lb - AT THE BEARING SUPPORTS. 6- -0 1?- 6- 0 ,7 M4 g� "'II A^) I') V- A ��T q4 'vA n2 M6 12 o JE EeJ 11-7-51 3 13 12 F9 6 No. C3411 0 12 is 7- 7- 0 & 11010be GROSS ORD JT REACT IN -SX .40 3-- UT II_ 9- a 7 752 3- a 6- a It- 9- 0 10 2467 a- a g�j I P A R -NA F_ N HEELv 3/16 3660 70 v as- 0- 0 A F, -s- "normation ffiracirl Information Cenn*cUr Hardwme Lumbor PLUMB AND t3hotsIS A COMPC)hENT YSTEMS INC. AND IS MOT TO BE COPIED IN WHOLE OA IN PART. A USED FOR BRACING INDIVIDUAL *%,@ MEMBERS AND CONNECTOR PLATES ARE MANUFACTURfO LUM64R MUST BEAR A GftADEm OA 11 stems, Inc. CAFIELEES HANDLING OF COMPONENTS SHALL FOOT RK Kf^ff"EO THIS DATA SHEET AND THE INFORMATION HEREON IS THE PROPERTY q$ GANG-NAIZ" - ALL LATERAL BRACING SPECIFIED 19 FOR WEST TVAPORAMY AND PERM NENT BRACING FDA HOLDING 91 TING LATERAL FORCES SHALL KC*S1GME0ANo UNAUTHORIZED EXPLOITATION 00 YMe ITEMS DISCLOSED HEREIN OR IN N ACCORDANCE WITH TPt MARX FROM AN APPROVED INSTALLED by otmcng NO LOADS ARE TO BE APPLIED To THC COCA. W Y OTHCR WAY MUST BE INSYALL90 MR-" 4US UniOn IMy Plice, RE.. S*atl;*, W'ashkvw "105 PONENT LMITIL AFTER ALL BRACING AND FAStEMNGSApe COMPLETE 01SCLOStO OR USED FOR FURNISHING INFORMATION TO OTHERS WEB BRACES. WHERE ACQUIRE PLATES MUST BE INSTALLED ON BOTH INSPECTION DUr4AU AND MUST D, ARE TO BE FACES OF THE LUMBEA WITH Term FULLY, BE Of " SIZE AND -SKCIES USeOr THIIS 00MIAONENT SMALL be SPECIFIED BY THE DESIGNER OF' HtcooptGTE tOUALLV SPACED ALONG WtO UNOT8 tMBEODE0 SHOWN AND EQUAL TO 014 6EYTER AT NO TIME SHALL LOADS GA CA TEA THAN DESIGN LOADS BE APPLIED STRUCTU" CHORD MLMBCFI 9 AM E ASSUMED TO 09 LAT- PLATES MUST BE CIF THE SIZE. 0AUG9 AND THAN THE ORAOt TO THE COMPONENT OBTAIN ALL NECESSARY CODE COMPLUNCES. APPROVALS AND IN%TnUCjGNS FROM THE tFIALLY RESTRAINED BY SWATHING, PUN. Vecirfeb CARE MUST BE EXERCISED TO 143TALL COMPONENT AT M11OM 066KINt" OF THE COMPLETE STRUCTUPt BEFORE USING THIS COMPONEI IT CAPACITY SHOWN DATE BEARING POINTS. RIGHT SIDE UP AND PnOPMLV WVCto RE LINS OR CEILING MATERIALS, REFER TO THVAUTOMM�t,4-JOIN-r QUAIL ftpofj" Crt%Hft CHARTER MEMBER SHEET AD ALL W VOC M546N CRITERIA LISTED ABOVE DOES 140T MEET LOCAL BUILOINC CODE mtOUIRE. AcStAA NT Of LATERAL BRACING AND rAEFT FOR DEFiNITIONSOFJOiNTTYPISSA SEP 2$. 19 3S NOTES HEREON AND OBTAIN ANY DESIGN ASSISTANCA 040CATED WENTS ��M NO ��GN AbOlYlONIAIL BRACING FOR THE OVERALL PLATE LOCATIONS. POSITION PLATItS SYM. THC DESIGN AND THE MA- Jo GAW44AIL SYSTEMS INCL EXERCISES No CONTROL Afto ACCEPTS WHEN SIGNED AND SCALED GANO-NAtL SYSTEMS P& !a APPROVING NO RESPONSIBILITY FOR THE FADnICATIO",HA I "OLINIG SM4PWNTANO ONLY " STRUCT`VAAL DESIGN OF 114E UNIT SHOWN ON THE BASIS OF 0 ATA PAOVIDtO &T STRUCTURE IS TO BE P"OVIDEO BY THE DE, METRICALLY ABOUT JOWTO UNLEW 011�*M TERIALS SPECIfIHO ARE W SU[,. INSTALLATION OF COMPONENTS THE CUStOW" ANbS4OWN ON TH13 DRAWING SIGNER OF THE COMPLETE STRUCTURE DIMENSIONS ARE SHOWN, SEg 1, to STANTIAL CONFORMITY WITH TW_ CODE RESEAR :c:�, CH REPORT 1320 A DorAft.194A.Sr LATEST REVISION OF NOS, AITC -44177 ____ I FOR PLATE COMPLIANCES. AND TPI U13C IMPORTANT: READ ALL NOTES ON't"13 DRAWINGI N CARTER 3S46' SYSTEMS PLUS LUM3ER CO. 1800 S. BARNEY ST. ANDERSON, CA. q6007 CA I F3 -012A JT TYPE W LEN Y X (MEMBER) C H 0 R 0 S W E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE HOR DISP SLOPE/12 LOAD MEMBR FORCE JT LBS I HLOI GNA20 4.OX t.2 FR -TO (LBS) FT -IN -SX DEPTH IN (PLF) FR -TO (LB�) 1- 2 2X 4 NO.2 D.F.L. TOP CH. LL= 20 PSF 2 PKI2 GNA20 S.OX 4.7 2.00 1 180 2- 3 2X 4 NO -2 D.F,L. DL= 10 PSF 3 HLOI GNA20 4.OX 6.2 1- 2 4419C 5- 0- 0 S.000 60.0 2- 5 1797T 3 ISO a- I 2X 8 N0.2 D.F.L. BOT CH. LL= 0 PSF 4 INII GNA20 2.OX 4.7 2- 3 4419C S-0- 0 -5-000 60.0 2- 4 1797T OL= 10 PSF 5. iNI1 GNA20 2.OX 4.7 3- 4 4079T 3- 9-10 0. 534.2 ALE. WEBS 2X 4 STANDARD D.F.L. TOTAL LOAD= 40 PSF 4- 5 3184T 2- 4-11 0. 534.2 DESIGN SPECS. ACCORDING TO UNIFORM 5- 1 4079T �S-34t2-- __ _. �� - - I THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL S 24 IN. C/C BUILDING COI�,E,1982 I-'besign consists of 2 trusses built separately, then nailed toge0er with LOADS AS DETERMINED BY OTHERS AND SHOWN ON I-9PAN C RRIEO=28- 0- 0-tBBA FABRICATION INSPECTION TO BE PROVIDED 10d nails staggered throughout as to/lows: INPUT LISTING. VERIFICATION OF LOADING, IAk SECTION 25.1730A) USC STANDARD 215_1�,,, 1. Fasten 0 C. DEFLECTION LIMITATIONS, FRAMING METHODS, INPUT DEFL. L/240 -naths Pei 00t. WIND BRACING OR OTHER LATERALDRACING THAT DESIGNED FOR VERTICAL LOADS IS ALWAYS REQUIRED, IS THE RESPONSIBILITY INCREASES(PER CENT) ONLY. LATERAL STABILITY OF MAX. PURLIN SPACE= 5.0 FT. . MAX. UNBRACED BOT.CH. LEN.= 10.0 FT. OF THE PROJECT ARCHItECT OR ENGINEER. LUMBER= 16 NAIL= -8 GIRDER TRUSS TO BE PROVIDED BY PROJECT ENG1.NEER OR ARCHITECT NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS TCH LS= 0 BCH LS= 0 ARE REQUIRED TO REDUCE BUCKLING LENG'rH OF MEMBER, AND SHOULD -BE NAILED To TRUSS MEMBERS WITH MINIMUM OF 2-10D NAILS. NAIL VALUES(PSI).NET PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS CHORDS WEBS TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. MAX MIN MAX MIN GNAEO 163 142 163 142 f -S LEFT OVERHANG = 3- 0- 0 ? RIGHT OVERHANG= 3- 0-0 17 rn No. C34116 C, CIVI OF C 5- 0- 0 'A __ S_ 0- 0 F-2] T,- S- 0 I fl-,"OUNI "I R3 - J 11,4111 GROSS SRO 'e, JT REACT IN -SX 3600 1 3151 3- a to- 0- 0 3600 '14,05 ARTMEW 3 3161 3 D CAMSERm 0-0/8 HEELa 3/16 0 a 9 2"q 01*6411afroo" mfow""dion Bracing Wafmwelo" C4"**0*W FW&WOm Lwmbor It's line A roction L NOT BE E EON b-TH* PROPERTY OF OANG-nmt ALL LATERAL BRACING SPECIFIED IS FOR ant TTED - I M CONNCQTOR PLATtS ARE MANUFACTURED LUMBER MUST BEAR A GRADE 2AN THIS DATA SHEET AND THE INIUR-A-1 CAA11LESS MA14MIN43 Of COMPONENT PEAMI SYSTEMS, INC AND 19 NOT TO 00 COPICO IN WHOLE OR'IN PART OR UStO PDA BRACING INDIVIDUAL Wed MEMOVAS AND IN ACCORDANCE WITH TPI MARK FROM AN APPROVED 4625 Union Belo Pwa, A1,E. 36mV$g, W&ghjnqW 94105 TEMPORARY AND PERMANENT BRACING FOR HOLDING COUPONkNT UNAUTHORIZED EXPLOITATION OF THE ITEMS DISCLOSED HEREIN. OR IN ANY OTHER WAV must at INSTALLED, PLATES MOST BE INSTALLED ON BOTH INSPECTION 13UAFAU AND MUST PLUMB AND Pon AESISYIWJ LATERAL FORCES SMALL BE 006NEDANO USED Pon FURNISHING )NFOnMAI ION 10 OTHEnS WED GRAC0. WHERE NEQUIA 0 ARE TO BE FACES OF THE LUMBER WITH TEETH FULLY 0 to THE COMI- D15CLOSED 01% Be Of THE tilt AND SPECIES MTALLtb BY OTHERS NO LOADS ARE TO BE APPLIC THE USE OF THIS CompoNENI SHALL Be SPECIFIED By 714E DESIGNEA OF THECOMPLETE EQUALLY SPACED ALONG WEB 'LeNdt" COMPLETE CHOfWM MO09AAtA5AUMEGTOBFLAT- EMBEDDED SMO%1(NANDEOUALT0.ORbETtFR PLATES MUST BE OF THE SIZE. GAUGE AND THAN YHE GRAOt SPECIFIED PoN(NT UNTIL AFTER ALL BRACING AND FASTENINGS ARE STRUCTURE COMPLIANCES. APPROVALS AND INSTRUCTIONS FROIJ THE ERALLY REESIFIAINED BY SHEATHING, PUFI. CAPACITY SHOWINI, DATE OADS GREATER THAN DESIGN LOADS BE APPLIED AT NO TIME SHALL L OBTAIN ALL N9C9SSAnV CODE ING !HIS COMPONEOIT LINS On CEILING MATCRIA�S REFER TO THE'AUTOTHUM- JOINT DETAIL UOSIgn MEM19ER ;EP 10 TMt COMPONENT toe" or 7fiE COMPLETE StFUCTUnt REFORE US CT LOCAL BUILDING CODE REQUIRE- rlt&rW CHARTER CISED To WSTW L CokypoNW AT P00011A I DEWSITCHe OCSiGN CRITERIA LISTED AOOV9 DOES NOT ME RESTRAINT Of LATERAL BRACING A140 SHEET POR DEFINITIONS OFJOINT TYPES AND r,Agt MUST BE EXER pAQI Enty BRACED Rem ALL ADDITIONAL BRACING FOR THE OVERALL PLATE LOCATIONS POSITION PLATES SYM. THE DESIGN AND T� J013 wimm" KAAjkA POINTS, RIGHT SIDE UP AND MFNT&tx INC IS APPROVING 0AUCtUnE IS TO 09 PROVIDED By THE DE- METRICALLY ABOUT JOINTS UNLESS OTHER ICAIALS SPEcjFICO ARIE I AND SEALED. GAMI�NAIL 4YSTEMS �nl lt`U�41 CODE AoTtS PEALON AND OBTAIN XW DESIGN A3SWANCE INDICATtO HIS DRAWING IS SIGNEC OWN ON THE OASIS OF UATA PROViOtDOY SIGNER OF THE COMPLOTE STRUCTURE DIMENSIONS ARE tHOWN. SCE 1000 SIANTIAL CONFORMITY WITH THE jtj��,S No CONTROL AND ACCEPTS NLV THE STRUCTURAL IESIGN 00 "t LIN't SM _44z6lb.- GANG.Iqls4 SYSTEMS INC IXEF - I qmpME10 AND 0 N ON Tifit DRAWING RESEARCH REPORT 1329 & BOCA 79-tJ 1A 84-57 LATEST REVISION 00 NOS AIYC UBC B-44316 Woo BRICATION.HANDLIN4 THE COMPLIANCES AND TPi ,8Io6N9IWLItY FG" THE rA CUSTOMER AND SHOW FOR KATE 11VAILATION OF COMPONENTS _LJLALL1110- 10 * v, 71 7X im r. K to�r r��p ",row NJ (Alf oy Al '6P • V- ; rf�7b �?2 0 OA Submit ofneared defog of trim" .......... .. yrs moval prior to mwm,�" is I F I Q4 P 14 14 lop -Yf 7 v (flN of "Pow". 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