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079-090-020
41 079- 20 30'Melrose"DriveNlot 3, Orovi1Tle� Permit#3846-84B,P,E,M(neri single family) FrifVA� Contr: Frieda Hart Martin 3113/8(0 J .� � aY Permit#3327-85B,P,E,M(new single family) - { } V BA_IRD;"'"JACK''-�' , X93: 969y e I� FRIED HART MART0 079- 20 30'Melrose"DriveNlot 3, Orovi1Tle� Permit#3846-84B,P,E,M(neri single family) FrifVA� Contr: Frieda Hart Martin 3113/8(0 .� Permit#3327-85B,P,E,M(new single family) - { V BA_IRD;"'"JACK''-�' , X93: 969y '130 MEI, ROSE, k6ROV r7s". +�1VEW DUALk$p ILLr,.,�,,s! ACK, IT= & WTR HT. 'a ' ..r .i�'ra��ks r:•''4 4•iat i! SII rwo%" cnj (�j) 7 f', Noryw t 4 TV IRI I OFFICE COPY -,,Address' GAS 6y C. Meter IC -AE '. Date/ MetC .. ............................ a t 1. • I OFFICE COPY -,,Address' GAS 6y C. Meter IC -AE '. Date/ MetC .. ............................ a t 1. COUNTY OF BUTTE,- DEPARTMENT-OFbEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754,11 PERMIT NO. APPLICATION-. AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDINGPERMIT OWNER TELEPHONE SQ, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 130 F CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN t Total Valuation Is LENDER'S MAILING ADDRESS _ Filing Fee $ 20.00 Permit Fee $ rARCHITECT OR ENGINEER -ARCHITECT LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 130 MELROSE PERMIT FEE $ OROVILLE i PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEUiAP { Each gas water heater or vent 15.00 USE OF STRUCTURE I SF Duplex ❑ Mobilehome ❑ Other SPECIFY I Gas piping system 1 - 5 outlets 15.00 Building sewer . 15.00 Mobile Home S G I W @20.00 TYPE OF WORK �. New O it an ❑ Remodel ❑ Utilities ❑ Installation ❑ Other I i Desch ework: NEW DUAL PACK UNIT AND WATER HEAVER PERMIT FEE g 50.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Y Main Service ( .0V OR 0A OR LESS LESS ) 20 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLOS. ) SO. 3.50 FT. CONTRACTORS LICENSE LAW 1 I declare under penalty of perjury (check one) ID I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) Cl I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.0000 Ex. Occup.FIXED (RESID OR ( OUTLETS RESID.1 EA. ) 5•�� Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. XI shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating DUAL PACK 15.00 Cooling 5.00 • Hood 6.50 Ventilation PERMIT FEE $ 50.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California 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, rd expenses which may in any way accrue against said County "n cons uenceo hfe-granting of this permit. �/ X` L' �' "' " G� Dat�i� - ..7 r Sig ature of Applicant - ❑ Owner ❑ Contractor, Cl Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ- D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been DIRECTOR OF -PUBLIC WORKS BY � �4 T `r ��� —11h0/94WHITE•D.D.S.-B.D. PERMIT EXPIRES ON (Dote) provisions to do work paid. �h} Date rl0 2 ,illi ReceiptNo. 154022 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541- PERMIT NO. APPLICATION ,AND PERMIT -%3 9 g ASSESSOR PARCEL NUMBER 036-760-020 ZONING q—r BUILDING PERMIT OWNER JACK BAIRD TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 130 S CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 • LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 130 MELROSE PERMIT FEE $ OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 115.00 USE OF STRUCTURE SF OX Duplex 1:1Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ElAddition ❑ Remodel 1:1Utilities ElInstallation ❑ Other a Describework: NEW DUAL PACK UNIT AND WATER HEATER PERMIT FEE $ 50.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 0001 OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. ) SO, 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification )ib' I, as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEWCONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.000 BAL. 0 Ex. Occup. ( OUT EDTS RES D:OEA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division 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 Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating DUAL PACK 15.00 Cooling 15.00 Hood 6.50 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 Butte County Ordinances and California 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, gnd expenses which may in any way accrue against said Cou n copse uence o e -gra ing of this permit. �/ y X ;Sil ature of Applicant - ❑ Owner ❑ Contractor ❑ Agent OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I COF PARCEL PD HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR i1BLIC WORKS By 1e14L1#S PERMIT EXPIRES ON 1 /20/94 (Dete) Receipt No. 154022 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,'Oroville, CA 95965 Phone: 916-538-7341 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. 1. I personally plan to provide the major labor and materia s for construction of the proposed property improvement (yes or no) 2. I.(have/have not) signed an a plication for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name' Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name IAddress . Phone Type of Work Signed: ` Property Owne Social Securit• Number Date X7 N7 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to. our office before we are per- mitted to issue the permit. s+ t= COUNTY OF BUTTE BUILDING DIVISION fir.. DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA- +(916) 891-2751 . 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE I OWNER / PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. A� c; 'S^ rJ: [K r,* r,4 - Y ri ;1. Date Inspector REV a, of J'Buae !` OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Butte Land Development ADDRESS: 91 Canyon Dr. CITY & STATE: Oroville, CA 95965 IMPORTANT: November 18 1985. SEE INSTRUCTIONS DATE OF CLAIM: ' ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. (Bldg Permit Appin. #3846-84B,P, Receipt #31872, dated 12/20/84, AP #36-76-20). ,M, Building permit fees paid ------------------- ------- $300.00 Retain filing fee------------------- Retain plan checking fee ----------- $15.00 Retain energy plan checking ee---- Amount retained---------------------------------- 40.00 Refund due ----------------- ---------------------------------- $260.00 Plumbing permit fees paid--------------------------$ 56.00 Retain filing fee----------------------------------- 10.00 Refund due--------------------------------------------------$ 46.00 Electrical permit fees paid ------------------------ $ 60.40 Retain filing fee---------------------------------- 10.00 Refund due-- ------------------------------------------------$ 50.40 Mechanical permit fees 'Paid ------------------------ $ 25.00 Retain filing fee---------------------------------- 10.00 Refunddue-------------------------------------------------- Refund energy inspection fees------------------------------- 30.00 TOTAL REFUND DUE ----------------------------------------- ---$401.40 $401.40 TOTAL $401,40 1, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim Is true and correct as stated. Dated this ............./Y................. day of ...... ....� .............. 19l'�.., at....... ............. Calif. .....-IET... d// ..................................... Signature of Claimant 1, the undersigned, hereby certify that, to the best of my knowledge, the services or articleom d above have performed or de- livered and that there is a Budget Appropriation❑ or Specific Board Approval0 (Check one) fe. Dated this......,,,tda o[ ovemer!q 85OrovilleY at Calif. .....ment Head or uthoriz eputy Dept. Exp. Code ............................................ Code ................................................PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. • INV. NO. INV. DATE ENCUMB. GROSS AMT. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS v r 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATIQN•.ANQ PERMIT ASSE6SO ARCEL UMBE ZO BUILDING PERMIT 11 rE_r Zr - ar i TELEPROaS SQ. FT. OCC -1 BUILDING VANOOff ION OWNER'S MAILING ADDRESS -10 O C RACT R•S NAME TELEPHONE r C N A TOR' AILING DDRESS Fireplace CON TRUCTION LENDER UNKNOWN Total Valuation 7 $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ too ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ S Penalty $ S� ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee 3M Do BUILDING AD RES 3 S e PLUMBING PERMIT FiIingFee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT O. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF R� Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00 e TYPE OF WORK New Fr�Additi emodel ❑ Uti lities Installation ❑ Other [:1Contractor Describe work: f Permit Fee $ ELECTRICAL PERMIT Filing Fee 10.00 Main service S00V OR LESS 100 AMP OR LESS 10.00 , Main service EA. ADD•L 100 AMP 2.50 NEW CONST. DWELLI P.& OR ADDNS. ACC. B S. 2h0sgft 1. ONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions ode _and m license is in full force and effect. y 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 CONSTR U TI -OUT LE 2,50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS .&) NON-RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS SAL130 TS OR FIXTURES AL®30 FIXED Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 40 xto Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating 10 Cooling 6 1 Hood 3.00 1 , 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. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in consequence of the granting of this p nit./ � :w B Xrr "" Date Signature of Applicant — Owner❑ Contractor ❑ Agent[, An OSHA permit is required for excavations ov 5' e p d demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PEAIMIFEE OCCUP. GROUP I TYPE OF CONST. .. PARCE PO HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE OF PUBLIC By. PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Z% -,FS Receipt No. WHITE-D.P.W., YELLOW-ASSCSSOR, PI NSP TO GOLDENROD -APPLICANT / xN COUNTY OF'BUTTE - DEPARTMENT, OF PUBLIC WORKS BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLIMION DATA SHEET,; ff Permit No. OWNER _itr'Cf-.oC Gil) A. P. No. /., - -7 Proposed Building Use Permit Fee Based Upon: Complete Contract Price DPW Valuation hr Other (Explain) Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or Issuance: DATE RECEIVED. 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. . . . . . . . . . Plans with Energy Design Compliance Statement. . . . . .i ate Energy Forms No. _966! $'-�i 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'(Giverl to owner, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . j 16. Mobilehome Installation Data. . . . . . . . •Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector (Dote) 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Other When you,issue the permit, process as follows:MaiTX er. Mail to contractor. Telephone i - and hold for pickup at office. Deliver w./inspector. Other Appl icant l /7.1! LLtfi'1� Date 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 t t' a of application, circle item.) 1. Index permit for above items No.� 2. Additional items required: (Contractor, Desig Plans checked by. Plans approved by Other Copy—DPW advised of above required By Telephone _Date Date -Mail Other Date PERMIT NO. 3327-85B,P,E,M PERMIT EXPIRES OWNER FRIEDA HART MARTIN CONTR.. FH Martin i ASSESSOR PARCEL 36-76-20 LOCATION 130 Melrose Dr, Oroville }`• Temp. Power L• _Wo ICE COP Called PC i Temp. Elec. Si GAS — -- > I Called PC, Meter By Date ELECTRIC Meter By Dat/ ,y Temp. Gas SeL y iE Cal led PG&E JOB FINALED (Date) Signature t; J = OK 0 = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS; ...w�, 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 i 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 Card -BI Date Date Card -BI Date Date Card -B1 Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements—Setbacks—Easements Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks—Easements 2• Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4; Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7• Water and Sewer Connected—C/0 to Grade—HD Approval 8. Gas and Electricity Tagged 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy _ 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date i V = OK 0 = Not OK - = Not Applicable = Not Ready J ".>• RESIDENTIAL ($ingle and Duplex) Date UNDERFLOOR Plans OKexce t#'s Date FRAMING (Continued) ,1 �Loni quirements-Setbacks-Easements -48--Property Line Firewall & Openings Qoltg., Main; Soils-Steel-Elec. Grnd.- / / .�:_Ftg. Depth -49' =Rt."Doors-One 3' -Check Garage -3rd story, 2 exits 1-5tr, Garage; Soils -Steel- / / L" Ftg. Depth Width -Headroom -Rise -Run -Landing -Fire Protection 4. FtPorches & Decks; Soils -Steel- / /" Ftg. Depth64--Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 1S1 mwalls, Main; Steel-Blockouts-Wrapped-Slab . Sid in Nailing -Veneer S. temwalls, Garage; Steel-Blockouts-Wrapped-Slab tuc esh-Drip Screed-Fdn. Vents-Underflr. Access 7. Pier Fireplace Ftg.-Steel A.4eTazing --55. Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 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-Sup port- Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples IC -Irl - ----- 0�te Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date C r EBI 2 -.Rate - ,"J Card -BI Date Date FINA ans) OK except #'s Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except #'s 5191',ext. Steps -Door &Sidelight Protection -Landings ke Detector er t.; Vent -Access -Combustion Air . Furnace; Vents -Clearance -Comb. Air-Connector- G ge; Above Floor-Ducts-Mech. Protection ater Pipe; Test & Anchors -Nail Protection 6. V.Test-Fttngs & Anchors -Nail Protection droom Exiting Lw.Shower Pan; Test, First Floor -Tub Access G1-& Bath Fixtures &Tub Access Test Tub & Shower, 2nd Floor -Tub Access 64! EI • Trim & Subpanel; Breaker Sizes -Labels <I_Qlas Pipe; Size & Anchors Stairs & Rails love; Clearances -Hearth �c. Outlets at Wood Panel; Int. & Ext. CdftrBI Date Card -BI Date 6V }Cit. Fixt. & Appliance; Grnd.-Air ap-Cooking Clearance Card -BI Date Card -BI Date . EIS. Outlets & Receptacles at Kit. Counter Date ELEC Al_ Permit OK except #'sA aW/�@Irage Fire Door; Swing -Landing -Closer uct in Garage -Damper *'_Fi &Transformer Clearance -Ins. Protection 6 Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection joe-FTeceptacles Spacing -Lights & Switches at Doors 2 . Siz es No. of Conductors -Stapled 79,-P1 Elec. & Mech. Equip. Listed for Location 2 o nstalled Close to Edge of Studs & C.J. 7 lec. Re eptacles in Garage; (G.F.I.)-Rom Protec. 2 qui and made up w/Mech. Fasteners -Bond Gas & Water 7 n ion -Foam -Looked in Attic es Guard Rails & Deck Construction -Post Caps 2 Appliance Circuits in Kitchen & Conductor Size 7 tt,7t d Wire S'ze / / a. Cu or AI-A.C. Wire SizeV/ ga. C r AI 74. Fft o e oor-Drainage & Wood -Earth Clearance Looked and o s ange Circ. / ga C r AI -Oven Circ. / / ga. Cu or At, Inst Neu ral es ❑No 75. Following instld.: Drive Yes ®dd�Walks ❑ Yes �No; Planters ❑Yes o 28_`!Terv' Riser Conductors & Ground -Main Disconnect 7 2 qui arances; Panels-Motors-Mech. Equip. 306-C-lothes Closet Light -Shower Light A. . Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet a Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. trical, Plumbing 8 rior Elec. Trim; G.F.I. Receptacle -Underground B- /�t"L_Date Card -BI Date 81,-V ation throughout House Glass Protection Card B -I Date Card -BI Date Date MECH Al_ (Permit) OK except #'s oFrigctions from Previous Inspections 8 Test -Meters Tagged; Gas -Electric A.C. Ducts; Insulation & Support 8 Wate Sewer Connected -C/0 to Grade -HD Approval nt Fan; Exhaust above Insulation g ergy Compliance Certificate -Other Certificates 33—trondensate Drain & Overflow; Size & Grade -5*r-'15'arnace-Vent; Access -Comb. Air -Return Air Vent -115V outlet -37 Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Oerrd-B Dat and -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMI ans OK except #'s ills; Proper Material & Anchors 37. Wa� Studs -Nailing, Spacing & Bracing -Plates -Sound Baring Walls over Girders & Floor Nailing !99:3�6ft Stop in Walls (rat proof) 27 jgj�ire_alops; Furred Ceilings -Stairs -Chases -Tub Bader & Beam -Size & Bearing 4 ge st Caps -Anchors -Connectors 4 ng. Joist-Rftr. Ties-Purlin-Roof Brac.-T -S g.- ice Ties or Type A Flue -Fireplace Throat tic A cess; Size & Romex Protection -Draft Stop -Ins. Baffles 4 rm. Windows or Exiting Doors -Sill Hgt. & Dimensions -2:E7 Garage Fire Protection Framing (NOTE: Anentry must be made each time youvisit jobsite) I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS +- 196 Memorial Way, Chico — Phone: 891-27511 - t 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE 41,ann w -3 3,-->7 S OWNER PERMIT NO. 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. -1?9-L�-' L k « GyMI'l-C, ,J �w cT ryrJS 6�4f�/C/`L F wd'. M.11 A �0110 Owner: Permit No. E N E R G Y C E T I -.F I C A T DESCRIPTION OF INSULATION ROOF r Material " Thickness(inches) EXTERIOR WALL Mat:erah s� Thickness(inches. �4' t CF, ILixG Batt or Blanket Type Thi6kness(inches) Loris e F i 11 Type '_irSS •` Minimum Thickngs'(Inches)J Area` covered(ft.) /-90 t1,OOR,' ELEVATED Mat"erial _ Thickness(.inches) FLOOR, SLAB Material. Thickness(inches) Width(inche's) FOUNDATION WALL Material Thickness(inches) !.. I 0 N��%<> 3'� -76 -zo A. P. No. Brand Name__ Thermal Resistance (R Value) Brand Name © -C - Thermal Resistance(R Value')__.,Z Brand Name Thermal Resistance( Value), Brand Name�o - G7 - Number of Bags -7 Wt. per bag Thermal Resistance(R Value)_0� Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R•'Value) hereby certify -that -the above insulation was installed in the above building �n'•conformance with the State of Califorzii COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT •0. PERMIT NO. ASSES OR PAR EL NUMBER ZO N BUILDING PERMIT owN I T LEPHO E SQ. FT. OCC. BUILDING V71ZEUATION OW ER'S M ILING ADDR ES5 CO TRACTOR'S NAM ITELEPH NE '1 J •1 V 96 CON C OR' A LING ADDRESS Fireplace CON T UCTIO ENDER UNKN WNL ��� Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ S t ARCHITECT OR ENGINEER'S MAILING ADDRESS .. Penalty $ BUILDING ADDRE)Sbo - 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 O Each qas water heater or vent 5.00 .--� USE OF STRUCTURE SF Duplex Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W ho.00PR, TYPE OF WORK NewAddition Remodel Utilities nstallation❑ Othe Describe work: " Permit Fee $ r Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1101 OR LESS - 100 AMP OR LESS 00 10.10<© Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 3/1 67-/ Classification a ❑ 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. OR ADONS. ACC. L (OwEL I uP.tr� '/20sgft NEW CONSTR ULT .OUTL T 2.50 ea NO N•RESID BRANCH CIRC ITS POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(ouTLETs OR FIXTURES 2SOC AL .200091 FIXED Ex. Occup. OUTLETS P(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. © 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. MECHANICAL PERMIT Filing Fee 10.00 Heating .010 V Cooling ' Hood 3.00 ,3;9 Ventilation 3 t 0 -0 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,ot 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 County in consequence of the granting of this perm.t. ��,� X /✓'� r�� Date �� �f Signature of Applicant — Owner ❑ Contractor ❑ Agent ® An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ w TOTAL PERMIT FEE $ OCCUP.1 CONST TYPc � FLOo PARC v This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC O OF PUBLIC BY PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 17`/%1434 /yam// �(/ Receipt No. C� 'h'-->ffg'45'— WHITE -D. P. W.. YELLOW-A381$10R, PINK -INSPECTOR. GaL DEN NOD -APPLICANT .COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION . 7 COUNTY CENTER DRIVE - OROVILLg, CALIFORNIA 95965 - TELEPHONE: 916/534541 PERMIT APPLICATION DATA SHEET -' Permit No. OWNER.�`i n�= a 1� d 1' 1 1 n, A. P..No. Proposed Building User-'"` Permit Fee Based Upon: Complete Contract Price _DPW Valuation /1 Other (Explain) Building Inspector t ' Date At time of permit application, `Il s advised the following data must be submitted prior to permit processing andJor iss,bance: DATE RECEIVED. APPROVED �. 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. . . . . . . . . . . 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 owner ❑.) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . •Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector (pore) '18!Recorded copy of Agricultural Acknowledgment Statement. !/ 19. Other Driveway permit & const. approval required prior to occupancy. When �cou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephon�� �-3�T and hold for pickup at office. Deliver w./inspector. Other ApplicantDate //�/f 1r 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 of application, circle item.) 1. Index permit for abovrtems No. 2. Additional items req Iced: / (Contractor, Desig Plans checked by Plans aooroved b, Other Copy—DPW Owner) Iwas advised of above required data by IA/1 I By Telephone Mail Date Date Date Other a f Telephone 533-2000 North Burbank Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95965 DISTRICT APPROVAL AND 53-84 VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works - Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by North Burbank Public Utility District, must be submitted to Butte County. Applicant: FRIEDA E. HART MARTIN Applicant Address: 91 Canyon Drive, Oroville, CA 95965 Applicant Phone No.: 589-3759 Property Location (§): A. P. No. (s): Fees Paid: 13 (9 Melrose Avenue, Oroville Copley Acres Unit 2, Phase II, Lot 3 (B) 36-54-23 $900.00.SC-OR Regional FAcility Charge & $250.00 Application for service approved: October 17, 1984 nection Fee Due n North Burbank Public Utility District Inspection(s) made and successful test(s) observed: Location: Date: By: North Burbank Public Utility District release to close permit: Date: By: I V(UVC This set of plans and specifications MUST bi kept on the job at all -times. and it is unlawful to make any changes or alterations on same without written permission from the Department of Pub - tic Works, County of Butte. NOTE. ----All Materials & Workmanship Accordance with Recognized Good Prc of a quality prescribed for the Specified Uniform Building, Plumbing & Mechanical 1&e National Electrical Code. A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft. eave overhang. Lpr- 3 • i�. P4-� +� - A'p k� See Master Plan on i plane. �6 7F Be in, s and in the �s and 7s' YL t. 7 0 o► J I V(UVC This set of plans and specifications MUST bi kept on the job at all -times. and it is unlawful to make any changes or alterations on same without written permission from the Department of Pub - tic Works, County of Butte. NOTE. ----All Materials & Workmanship Accordance with Recognized Good Prc of a quality prescribed for the Specified Uniform Building, Plumbing & Mechanical 1&e National Electrical Code. A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft. eave overhang. Lpr- 3 • i�. P4-� +� - A'p k� See Master Plan on i plane. �6 7F Be in, s and in the �s and 7s' 4X6 48' 7" sym 3X6 38' 8" RBOUT r 5X7 48' 7" 5X5 42' 9" III - (I 3X8 48' 7"- 5XB 48' -7" I4X 6 3X6 I48 ' D"� 5X648' 7" I 5 X5 38' 9" 3X4 48' 7" 2.5X4 46' B" owki eri i ✓QK 5X5 48' 7" 5X4 145, 4" 3X4 48' 7 Z.5X4 46' 9" 5X848' 7" 5X7 42' 9 5X6 38! -9" WEB INOT'CJ------- - 9 1284i .lANtY h*EBs 1* _2x4 83 HEM -FIB. ' FIR-LI1FiCH. OR SO. DIKE.L :- HIGHER GRADS TyMB I= CLB AEQUIB_�'D lt3t ir: o.s V'MS 7 SPANS €XCEEDt =� �= sig ��� 2x4 WEBS ut M3 ?�� �`�� •.un E=CLS=l.i CONT. -LATERAL BRACE ATTACH CT -B TO 9ACR WEB W/2 -13D NAILS 3 LOCATE TOP CHORD OFF-PAVEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DASHES SHOW 7" DIRECTION OF EL014GATED HOLES IN \ IPLATES-Oli'TYPICAL CONTINUOUS JOINTS 5.00 6 ED. TC PANELS 4 EQ. BC PANELS MEASURED FROM 2X8 48' 7" INSIDE SCARFS 2X7 d3' 6" 2X66p�37' 5" Bul BUILDING DEPARTMEN) MIN BRG SPAN 4X6 , 48' 7" •RLPINE ENGINEERED PRODUCTS,INC. P.Q. HUX 2225 - P01PRI10 BERCHIFLORiDR 33061 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD = 16.9 PSF TC DEAD LOAD a 7.9 PSP *+ BC DEAD LOAD m 5.9 PSF TOTAL = 28.8 POP DUR. FACTOR 1.25 'SPACING 24.9" OC FIR OVERALL SPANS LARCH 2X4 TC 2X4 BC 24ZOP-2.98 48' 7" 48' 7" 2250P -1.9E 48' 7" 48' 7" 210HP-1.8E 48' 7" 48' 7" 195OP-1.7E 48' 7" 48' 7" 1899F -1.6E 48' 7" 46' 19" 165OP-1.5E 48' 7" 44' 3" 1452? -1.3E 48' 7" 49' 4" 01 81 XC -15 481 7 : 47 451 7" .Y 1 w 1 w 02 M- -;15 48' 7" 42' 6" $ I I 42_ 48' 7" 49' " 9 .� 33oZ7— VIC-, 4X6 , 48' 7" : A p p R O V *+ - EOTTors CHORD- _ -LORDING : SPflCL�iG 3X6- CHECKED FOR ZOo®/1*25 J24"O •- _.'. 48' 7" MRX LIVEBI= PLRTE TYPE-41PINE = r - - _2X4/2X PITCH . .- :.-. THESE c10SFIFREIDY�OLLO u a 0 THEE GEN 1119L NOTES EXTREhE CF.ZEE�M -HWt L WRRNING 011)URGING. S�$ilFJ� " MP _ 0/12 - .R�LPi�SiE CQ E TR:iSSES BUILT IN CONFDRrF.xE WITH 'C'P.LITY CCNTRDL IlPAA RL' -BY oTPI, .ERECTION IDUCM SDOD TUSSES: COFYENTRRY RNO RECOt:ENORTIONS u'•v o �..e THERE S}5?LL CE ND YrOUNTIES OF THIS CESICH, EXPRESS OR IWLIED. F4-PiRc C0t.1;CCTORS FIRE rRK!FCTT(EO FROM 2D CTTUGE GRLYF.VIIED STEEL sTPI)• SEE THIS DESIGN FOR PoID171CZIiL SPECIAL BRIn)mm RECUIRENENTS. UNLESS 01HERWISE SH6471, TOP CHORD &H,1LL 01" p ia� TD = 4�' 7. -DE R. VlESS OTHERWISE SlIOWN, MEETINS RECIIREZNTS OF PSTM ROSS GF., OE LRT"cRRLLY BRACED WITH PRCPERLY RTTn-CFiED PLYYGOD - 16,1 6' ' F,'PLY CCNIIECTURS 70 BOTH FFLEG RT ERGH JOINT 11.0 LDCRTE RS Sir-'VN.u icRTiTItS, BOTTOM LiCVRO WITH RIGID CEILING OR BRACIh; C'RRING WIDIlk RRE 4' 'F..71I IL 01ESS OTHERWISE DiOWN. DESIGN RT r'1X;HUR OF 10 FEET' 0. C. 00 h0T USE THIS DESIGN ,• , COPYF.IGHT:1979 5998446 STP.ZF tO3 CaIFCF 1 W1T)1 P.PPL1CFi3LE PICYISIONS OF sUDS-77 WD "TPI.70 WITH FIRE FETR.2DRNT TRERTED LU,,",PER. 9vwa:•* ■--TPl - TRUS3 PLRTE INSTITUTE, FDS - F!•'1TIDIRL DESIGN SPECIFICRTICN FOR MOOD CGNS)RUCTIDN 3/29/79 D te'ii°7# A4 S4 , 156 . • I sURNISH'A COPY'OF THIS DESIGN TO ERECTION CONTRACTOR ''A-i•16-COi:N- 2311.25�16e'y7e:5- -24 -- j .•_. _ -� - :" --.- .. -' .. • • _f 1. �.. •` J81P: DWP MARTIN 3,013,034 4 O 1 ORD 2X4 FIR -LARCH *2' * 1f�X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ORD 2X4 FIR -LARCH #2. -AD NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY F EBS 2X4 FIR -LARCH STANDARD ERECTION CONTRACTOR.TOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TRUSS LAYOUT. SEE DRAWING 13Z FOR "PLATE LOCATIONS ON TYPICAL JOINTS." TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS + BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. OF SCARF CUTS UNLESS OTHERWISE NOTED. 5X9 BUTTE COUNTY 5X5 BUILDING DEPARTMEN' 12 5.00 5.OD 2.5X4 2.5X4 APPROVE( 3X5 3X5 31 11 1.5X3 2.5X4 5X8 1.5X3 R-9719 W- 3.50" R-97111 W- 3.5D" 16-0-0 3-3-0 16-0-0 35-3-0 OVER 2 SUPPORTS DWP PLATE TYPE --ALPINE SEON--893434 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 11.0.3 SCALE - 0.250D C= O O O C7 ALPINE ENGINEERED PRODUCTS, INC. *•*IMP ORT R N T * * SHALL NDT QE RESPONSIBLE FOR RNY TRUSSES REQUIRE EXTREME CARE W RRN I N G IN HANDLING, ERECTION AND "Q%DFESSIo DESIGN CRIT REF 7 -DWP TC LL 1G , 0 PSF DATE 12/17/135 0 THISRDESIGNFROM ANY FROM EFIIDWT-76-, (BRACING . -J R ���l�,yc ORNG 3,013,034 00 FAILURESPECIFICATIONS OR ANYTHESE BUILLD THERTRUSS INICONFORMANCE -DUALITY COMMENTRRYN RECOMMENOATIONSWDTPI). SEE ���40 3 W-� Sr„ TC DL 7 0 PS 0O o WITH THE CONTROL MANUAL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- . CR -ENG R S / US O[� C= N C� ARE MRNUFRCTCRED FROM 20 GAUGE GRLYRNIZEO STEEL UALE55 OTHERWISE SHOWN, MEETING REOUIREMENTS OF RSTM 8446 GRADE R. HENT BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHRLL BE LATERALLY BRACED "I ^' No. 13673 '° BC DL + s . o PSF 0/R LEN. 35-3-0 � TO HFACES AT AND WITH PROPERLY OD TOT. LD. 2B. 0 PS F 4NOMINFi.EACH NLESSINT SHOPLY VN. BEFIRINGVIOTHS RREOTNER4IISECATE SHDYNS DESIGN STRNDF17DS CONFORM WITH APPLICABLE PROVISIONS OF BATHING,RACING 80TTOMCHORO WITHTACHED RIGID CEILONG OR RS SPECIFIED ON DESIGN. DO NOT USE THIS rI� C / V I ��\P OUR . FAC. 1.25 PITCH 5.0/12 ,'JTSS O [� O O [_ C= •NOS -82 AND -TPI-78 OR PCT -B0. DESIGN WITH FIRE RETRRORNT TREATED LUMBER. OF CAUFO SPACING 2 4 D TYPE HIPS _TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION . 4 O 1 V 1'1 JOB- DWP MARTIN TOP CHORD 2X4 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." + BOTTOM CHORD CHECKED FOR 1.0' PSF LIVE LOAD. 2.5X4 3X' R-9714 W- 3.50' TYPr__Cal PTNr czrnN__aaaunq 5X9 3,013,035 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8D NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. BUTTE COUNTY 5x5 2 SY4 BUILDING DEPARTMENT 14-0_�07-3-0 35-3-0 OVER 2 SUPPORTS FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 11.0.3 VED R -971i# W- 3.50" SCALE - 0.2500 0 0PITH 0ATRUSS C= [� o [� [� o ALPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** MPORTRNTSPE'IFICATIONS ORNOT BE RANYDNSIBLE DEVIATIONR ANY FROM THIS DESIGN DR ANY FAILURE TO BUILD THE TRUSS 1N CONFORMANCE TN£ 'DURLITr CONTROL IBNUflL' eY iPl. ALPINE CONNECTORS MANUFRCTLRED FROM 20 GAUGE GRLVRNIZED STEEL UNLESS OTHERWISE SHOWN, MEETING REOUIREMENTS OF ASTM R448 GRADE R. CONNECTORS TO BOTH FACES RT EACH JOINT AND LOCRTE RS DESIGN BEARING WIDTHS ARE SANDARDS CONFORM4•WITH]NAL UNLESS APPLICABLE THERWISE PROVISIONS YN. OF _B2 AND -TPI-78 OR PCT -BD. TRUSSES REQUIRE EXTREME CARE B WARNING E-BWT"7G",RIBRACING WOOD TRUSSES: COMMENTARY AND RECOMMENORTIONS-fTPII. SEE THIS DESIGN FOR ADDITIONUL SPECIAL PER11R- NENT BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHALL BE LATERALLY BRACEDpRPPLY WITH PROPERLY ATTACHED PLYWOOD SHEATHING, ASTTOM CHORD SPECIFIEOWITH RIGID ON DESIGN. 00NNOTRUSERCINGTHIS DESIGN WITH FIRE RETARDANT TREATED LUMBER. ��@``�VMFESS�O � d► y�TC No 13673 a � C V �PNDS �PF CAL►F�g� DESIGN CRIT REF - TC LL 19.0 PSF OL 7.O PSF BC DL + 5. 0 PSF TOT,LD, 2p, 0 PSF DATE 12/17/85 DRUG 3 013 035ARE CR -ENG RS/ 0/R LEN. 35-3 -0o OUR. FRC . 1.2 5 PITCH 5.0/12 .-_TPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FOR VOOD CONSTRUCTION I SPACING 24.0- TYPE HIPS L , v - ....-..�.........r.,�..�...�....,---�--z,.,c...:�.-z,.s._�.,,,.,,,-.,,_.r._—,-.�...._.rz- ^rte•=--=a---_..�..._.._.�.��---- -----_—<_..—...L_ - JL"1 JOB: DWP MARTIN TOP CHORD 2X4 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ITRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. SYM ABOUT I 1 .5X4. I 5X8 5X9 12 Q 5.OD 2.5X4 12-0-0 3,013,036 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING.,,DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.0' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - * BOTTOM CHORD CHECKED FOR 19 PSF LIVE LOAD. 2.5X4 1.5X3 35-3-D OVER 2 SUPPORTS SEON--893427 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR fiPIHE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE *I M PORTRN Ti l* SHRLL HOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND /IRT'ION FROM THESE SPECIFICATIONS OR ANY OEVIRTION FROM BRRCING.SEE 'BWT-7G-,IBRRCING WOOD TRUSSES: QQ� IS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECCMMENORT[ONS-*TPI). SEE � W A IH THE 'DUALITY CONTROL MANUAL- BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- c. 3�y MANUFRCTLA?EO FROM 2D GRUGE GRLYRNIZEO STEEL UNLESS NEWT BRACING REQUIREMENTS. UNLESS OTHERWISE 4ERWISE SHOWN, MEETING REQUIREMENTS OF RSTM R446 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED N 1 'LY CONNECTORS TO BOTH FREES AT EACH JOINT AND LOCATE RS WITH PROPERLY RTTRCHEO PLYWOOD SHEATHING, )WN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRRCINC ;IGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS )5-82 AND •TPI -78 OR PCT -80. I DESIGN WITH FIRE RETRRORNT TREATED LUMBER. OF c a --TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 3X5 R-971# W- 3.50" BUTTE COUNTY WILDING DEPARTMEW APPROVED DWF REV 11.D.3 TC LL 1G.0 PSF TC DL 7.0 PSF BC DL * 5.0 PSF TOT. LD. 28.0 PSF OUR. FRC. 1.25 SPRCING 24.0" SCALE - 0.375D DRUG 3,01_�n36 CR -ENG RS/ 12FS 0/R LEN. 35-3-0 PITCH 5.0/12 TYPE HIPS JOB: DWP. MARTIN TOP CHORD 2X4 FIR -LARCH S2 BOT CHORD 2X4 FIR -LARCH 82 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.° SYM ABOUT I <" 1.5X4 5X8 5X9 2.5X4 10-0-0 3,Ul.i,uj/ IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. TRUSS DESIGNED WITH EQUAL TOP CHORD PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. * BOTTOM CHORD CHECKED FOR 1,6 PSF LIVE LOAD. 12 Q 5. DO 1 C;xu 3X5 R-971# H- 3.50' BUTTE COUNTY BUILDING DE'PARTM APPROVED 35-3-0 —I WP OVER 2 SUPPORTS PLATE TYPE --REPINE SE0N--893425 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR DWS REV 11.0.3 SCALE - 0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE Qo d � o Q f+�IMPORTRNT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING., ERECTION AND �QQOFESS1Qy DESIGN CRIT REF - [_ TH[SAOESIGNFROM OR RNYTHESE FRILUREITOCBU7o0 THERTRu55 1NDEVIATION CONFORnRNCE COnCHENTRRYEpNDYRECOMMENORT[ONSY�TPIITRUSSES: EE R TC LL 16.0 PSF DATE 12/17755 0 o O o WITH THE 'DUALITY CONTROL ngNURL" BY TPI. REPINE CONNECTORS iH15 OE6IGN FOR R00[TIO]AL SPECIAL PER11R- v 3�� so► s �, TC DL 7.0 PSF DRUG 3,013,037 [= 0 0 o ARE 17RNUFRCTI.FiEO FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REOUIREnENTS. UNLESS OTHERWISE 13673 8C DL * 5.0 PSF CR -ENG RS/ po PIN T \i po OTHERWISE SHOWN, MEETING flEOUIREMENTS OF RSTH R446 GRACE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED ilk APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS YITH PROPERLY ATTACHED PLYWOOD SHEATHING, TOT. LD. 2� , 0 PSF 0/R LEN. 35-3-0 TRUSS SHOWN. BEARING WIDTHS RAE 4' NOMINAL UNLESS OTHERYISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING 00 AS DESIGN. DO NOT USE " ON6�IG8z SNTIflON0�057BC�FPCT WITH RPPLICRBLE PROVISIONS OF SPECIFIED FIRENRETgRORNT TREATED LUMBER. OFGILIEDar�P DUR.FRC. 1.425 PITCH 5.0/12 O O [� C= [= O ,__TPI - TRUSS PLATE INSTITUTE, NDS - NATIONAL DESIGN SPECIF[CRTION FOR VD00 CONSTRUCTION SPACING 2 . D TYPE HIPS JOB: DWP MARTIN .l,VJV TOP CHORD 2X4 FIR -LARCH #1 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS BOT CHORD 2X4 FIR -LARCH #2 FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO WEBS 2X4 FIR -LARCH STANDARD VERIFY THAT ALL DATA, INCLUDING,DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TRUSS LAYOUT. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. " * BOTTOM CHORD CHECKED FOR 1.6 PSF LIVE LOAD. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL.JOINTS." BUTTE COUNTY BUILDING DE•PARTMENI APPROVED 5X9 2.5X4 1.5X4 5X9 ,. 5.00 5. OD 3X4 3X4 1.5X3 5X6 4x6 5X8 1.5X3 3X4 no/spl 3X8 no/spl R-971# W- 3.5D" R-9719 W- 3.5D - B -0-0 19-3-0 B-0-0 35-3-0 OVER 2 SUPPORTS PLATE TYPE--RLPINE SEON--893421 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR DWP REV 11.0.3 SCRLE - 0.2500 C= C= C= [� � = ALPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY TRUSSES REQUIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND QgOFESSIo y DESIGN CRIT REF TC LL 16. O PSF DATE 12/17/B5 RANY FROM � R. M�yc� ORWG 3 013 038 0 0WITH TRUSS INICONFN TTHISflTION DESIGNROM OR ANYSFAILUREITOCBUILD THENS FORMANCE THE 'QUALITY CONTROL MRNURL- BY TPI. ALPINE CONNECTORS COMCMENTARYEAND RECOMMENORTIONSY*TPI.000 SEE THIS DESIGN FDR ADDITIONAL SPECIAL PERMA- y,. TC OL 7. 0 PSF AT ARE MRNUFRCTLRED FROM 2D GAUGE GALVANIZED STEEL UNLESS OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM R446 GRADE R. HENT BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN, TDP CHORD SHALL BE LATERALLY BRACED >Z a,o N 13673 BC OL * 55. 0 RSF RFS CR -ENG /APPLY 0/R LEN. 35 -3 -0SHOWN.BEARING CONNECTORS TO 80TH FALES RT EACH .HINT Ria LOCATE AS WITH PROPERLY flTTRCHED PLYWOOD SHEATHING,- TOT. LD. 28.0 PSF • WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. STANDARDS COAPPLICABLE PROVISIONS NFORMPCI-80. DSS BOTTOM CHORD WITH RIGID CEILING OR BRACING DESIGN. 00 NDT- USE .Pl�Ci.�1,iFOQ`�\P OUR. FAC. 1.25 PITCH '5.0/12 0 0 o O o o 62 AND OR DESIGNEYITHmFIRENRETARORNT TREATED LUMBER. - SPACING 24.0' TYPE HIPS *--TPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION r/JOB: DWP MARTIN TOP CHORD 2X4 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 FIR -LARCH #3 (CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13Z FOR "PLATE LOCATIONS ON TYPICAL JOINTS." CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. ABOUT 5X5 w/spl 1.5X9 5XB ,2 COMPLETE TRUSSES RE_OU�IRED FASTEN TOGETHER WITH : 16D NAILS TOP CH ------------------ 16" O.C. WEBS ------------------ 12" O.C. BOT CH ------------------ 16" O.C. THIS #1 HIP DESIGNED TO SUPPORT 6' 0" JACKS WITH NO WEBS. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 3X4 no/spl 5X5 5X9 3X5 1.5X3 IMIX1l 12 5.00 BUTTE COUN I Y BUILDING DEPARTMENT 1-1 3X4 R-1848# W- 3.50" APPROVED 35-3-0 —' OVER 2 SUPPORTS PLATE TYPE --ALPINE SEON--893395 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR DWP REV 11.0.3 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT REF 0 0 0 0 o C= * * I M P ORT RN T ** SHALL NOT BE RESPONSIBLE FOR ANY W RRN I N G IN HRNDLING, ERECTION AND QaOFESslA [= C= O DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRRCING.SEE -M-76", [BRACING POGO TRUSSES: X40 M -IL '�lE, TC LL 16. 0 PSF � DATE 12117755 O C= C= C= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENDATIONS -•TPI). SEE 1� �' q �' O O O C= WITH THE 'DUALITY CONTROL MANUAL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- S � „ ^, TC DL 7. 0 PSF ORVG 3,013,039 C= C= o o ARE MR4UFRCTUTED FROM 2D GRUGE GRLVRNIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE m N . 13673 '° BC DL 5. 0 PSF CA -ENG R LP I N o OTHERWISE SHOWN, MEETING REDUIREMENTS OF ASTM A446 GRADE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED APPLY CONNECTORS TD'BOTH FACES RT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, ` TOT. LD . 28. 0 PSF 0/R LEN. 31 TRUSS = DESIGN SHO N. BSTANOffiDSRIN OTHS FIRE CONFORM4 WITH(NAL UNLESS APPLICABLE THERWIGE PROVISIONSWOF ASBOTTOM SPECIFIEDWITH ON DESIGN. 00 NOT USETHIS BRACING Pl C / V [ [_ •NOS -82 AND TPI -78 OR PCT -80. DESIGN WITH FIRE RETRRORNT TREATED LUMBER. OF CALIF�OUR. FAC . 1.25 PITCH [= C= d [_ [_ [_ •--TPI - TRUSS PLATE INSTITUTE, NDS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SETBACK 6' 0 TYPE H 1mi Rs UTt 4X4 23' -6" 11.5X3•- 123''6"1 SAM LjLj : =- :.-D EMUS JAN 91981 T� ;:iDSs 23CC �3 II�C. PZlT• ?IT3-I.AItCH� OR �� �'' ' =. h'+�"•.'`�4•,0 � � 80. Fir I:''� ?� J' RLPIhIE ENGINEERED PRODUCTS,INC. I P.O. BOX 2225 _ POMPRNO BERCH,FLORIOR 33061 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 PSP DUUM SZOW TC DEAD LOAD m 7.8 PSF I DIRE!TlOr 02 BC DEAD LOAD a 5.8 PSF. 'LOI.0 TDD TOTAL a 28.8 PSP ROLES I'll - DOR. FACTOR 1.25 I PLRTDS OLT TYPICAL COi7TIiri10U8 DINTS SPACING' 24.8" OC F II R u OVERALL SPANS LARCH 2X4 TC 2X4 EC - 2400F -2.9E 23' 6" 23' 6" 22587-1.9E 22' 11" 23' 6" _ 2 DO, TC PAMLS' 210OF-1.SE 22' 3" 23' 6" uID1s7i1BD F�?� LS gU E CWN 1956P-1.75 21' i" 23 • 6" R IESIM; SCIIT:T7E 180OF-1.6E 28' 18" 23' 6" 2X4 23' 6" 3UILDING DEPARTMENT 14507-1.38 19' 8" 23' 1" SS A P P ROS/ E D01 YC -15 21' 3" 23' 6" V 01 28' 7" 23' 6- ; f/ 3.50" 23' G" 02 CiC-15 19' 9" 23' 6" 5 • 162 19' 2" 23' 2" I LORDING SPACING C33DC_,vD �� ►1 28.0/1.25 I j 23 • G"M1 X ' 2iteVE14 PITCH PURTE TiFE--RLPI::E _ - Gri�:rRRL ':[)TES P 5 icc c c%3a I - — „F-, ;i'r' '� ZE I �Tf si ` ---�_ 2 � IcI Lia t. /�� 2 lace � EI`FeLLV—D�. F �n . if'L",SES E9ILT I!! i C f E "ITN 'C "L1TY iC:J ;C: 1 � ' T;Y T�'1� r' P'^T .a � -- c� . A - THE, -1 S' _LL BE ::) ' I ::TIES C7 THIS C=51fli �? 1 C7 it iil.F.' FPI'. CC CTr".S r E 7 "iD M 1 EJ C ; Z I7 LD EL 1T _ L` r� C.' ` . L . % � \ -y 1� F6'ii':'i.r S�i� 0 23 �SS5m, "'LY :� CT . T TD 11r1 S i7 --P,-." Z! 'T - --,T - COPYRIGHT 1979 5,:'"CC 1 H ,T[ 4- It . L .E'S DTi SlI L _'ITN F" I £ F„� lSIG3 C' ?7 7/ r"..J-All.�'I• _ -_.. I W Ft JI .. iu, i _ " _'`T I..�RTEST LL,,--.._ _ - TT” u Sl '- TFI T a PL"iTe ".ST1TL z, `y7 ..r _' .. _.. _ I r 3 w - ��� • -_ _- -- - :'7.. I:, .. C ?' .:.iL i3 rT^.. .7 �.. It' Cum ::: G%3 t :S -CC::;:- 20/1.35-15o 7+ 5- 21 JOB: DWP MARTIN TOP'CHORD 2X4 FIR -LARCH #2 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS BOT CHORD .2X4 FIR -LARCH #2 FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO ' WEBS 2X4 FIR -LARCH #3 VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TRUSS LAYOUT. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. * BOTTOM CHORD CHECKED FOR 19 PSF LIVE LOAD. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. + SINGLE CUT BOTH ENDS. SEE DRAWING 13Z FOR "PLATE LOCATIONS ON TYPICAL JOINTS." TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. BUTTE COUNTY 4X4 4X4 3UILDING DEPARTMENT APPROVED 12 12 5.00 Q 5.00 -i- f 2X4 i 2X4 3X5 R-496# W- 3.50" - R-496# W- 3.50" 8-D-0 2-3-B 8-0-0 1B -3-B OVER 2 SUPPORTS PLATE TYPE--RLPINE SEON--693412 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR DWP REV 11.D.3 SCALE - D.SODD C= O o O o o ALPINE ENGiNEEREO PRODUCTS, INC. * #IMP ORT R N T * * SHALL NET RESPONSIBLE FOR ANY TRUSSES REWIRE EXTREME CARE W RRN I N G DESIGN CRIT REF - TC LL 16. 0 PSF DATE 12/17/85 0 0 0 o O D [= o BE OEYIR'f10N FROM THESE SPECIF[[flTIONS OR ANY DEVIATION .FROM IN HRNDLING, ERECTION AND BRRCING.SEE "BUT-76",[BRRC[NC YDOD TRUSSES QAOFES$/py o �, rd � � �'P(A FyC DRUG 3,013,041 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS 1N CONFORMANCE "DUALITY TPI. COMMENTARY FWD RECCfIMENORT[ONS-*TPI). SEE t4� TC DL 7 O PSF o O o o WITH THE CONTROL MANUAL" BY ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- �o► y y . CR -ENG R S / fLFS O O C� O RRE MANUFACTURED FROM 20 GRUCE GALVANIZED STEEL UNLESS NENT ORRC]NC REQUIREMENTS. UNLESS OTHERWISE a BC DL * 5.0 PSF o LP I N oo OTHERWISE SHOWN, MEETING REDUIREMENTS OF ASTM R446 GRADE R. APPLY CONNECTORS TO BDTH FACES AT EACH JOINT AND LOCATE AS SHOWN, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, N 13 6 73 L" ` TOT. 2B. O PSF 0/R LEN. 18-3-8 TRUSS o �ITH AP UNLESS OTHERWISE SHOWN. DESIGN SiRNN. OFYiDS CONFORM Y1TH FPPLICABiE PROVISIONS OF STANAND CONFNG WIDTHS ORM4PI 00 NOTIRIGID CEILING RUSE TRORR IC RS SPECIFIED DN GESICN. OD NDT USE THIS CIBOTTOM THDF �mL w? L' I V �' �P LD. DUR.FRC. 1.25 PITCH 5.0/12 o O o 0 0 o aESSHOWIGN ARDS 78 OR DESIGN IRONREDESIGNT. LU ER pF "EO SPACING 24.0 " TYPE HIPS a -=IPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION- �10 JOB: DWP MARTIN TOP .CHORD 2X4 FIR-kARCH #2 12 COMPLETE 'TRUSSES REOUIRM BOT CHORD 2X4 FIR -LARCH #2 `�------ WEBS 2X4 FIR -LARCH #3 FASTEN TOGETHER WITH 16D NAILS TOP CH ------------------- 16. O.C. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH WEBS ------------------ 12" O.C. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949. BOT CH ------------------ 16" O.C. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND THIS #1 HIP DESIGNED TO SUPPORT 6' E'" JACKS WITH NO WEBS. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.0' FOR "PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL TRUSS LAYOUT. PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. BUTTE COUNTY BUILDING DEPARTMEN 4X6 4x4 APPROVED 12 5.005 7!!!.130 '2X4 2X4 ; 1X3 2.5X4 R-933# W- 3.50" R-933# W- 3.50" G -D -D 6-3-8 G-0-0 18-3-B OVER 2 SUPPORTS PLATE TYPE --ALPINE SEON--893398 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR Djj REV 11.0.3 SCALE - D.sDoo 0 0 0 0 0 0 **IMPORTANT**BEERED FOR ZANY TREME SAND WARNING DESIGN CRIT REF - DWP TC LL 19. O PSF DATE 12/17/B5 INU�HANDLING,ES _ _ _ _ SHALL RESPONSIBLE ERREECTION AANY FROM QgOFESS/p O�� R DR1iG 3,013,040 o O O O THISDEVIRTION DESIGNROM OR ANYSFAILUREITOCBUILD THENS TRUSS INIATION CONFORMANCE COMMENTARYEFINDWRECOMMENORTIUNSy*TPI)RUSSSEE 'DUALITY TC DL 7.0 PSF O O C= O PITH THE CONTROL MANUAL- BY TPI. REPINE CONNECTORS TH15 DESIGN FOR ROD[TIDIAL SPEC [RL PERMR- w z y CR -ENG R S / ARE MRNUFRCTLRED FROM 20 SAUCE GALVANIZED STEEL UNLESS ►t po OTHERWISE SHOWN, MEETING AEOUIREMENfS OF ASTM R446 GARDE A. p0 PIN NENT BRACING REDUIREMENTS. UNLESS OTHERWISE SHOWN, TDP CHORD SHALL BE LATERALLY BRACED a T N 13 6 73 A BC DL 5 .O PSF 0/R LEN. 1B-3-8 I-11� APPLY CONNECTORS TO BOTH FACES RT EACH JOINT ATO LOCATE RS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, jij` TOT. LD. 28.0 PSF SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. TRUSS O FFPPLICRBLE PROVISIONS OF BOTTCM CHORD WITH RIGID CEILING OR BRACING DESIGN. DO NOT USE TH EYITHLFIRENRETRRORNT gni OUR. FAC. 1.25 PITCH 5.0/12 IS DESIGNRS C= OR PC �YITH ONDS 82 RNOND�DS7BC TREATED LUMBEli O O [� o O O piCALIFO&�\a SETBACK 6 ' 0 TYPE HIPS # 1 _TPT - TRUSS PLATE INSTITUTE, NOS - tATIONRL OESICN SPECIF[CRTION FOR YooO CONSTRUCiioN ��"' e �� _ ,