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078-140-002
v Wynoka Homes, Inc. 5710 Via Pacana, lot 2, Oroville hermit #2908-79B,P,E,M(ni),ilj i%�family) `� AMBORSE,Eyvon 5.710'Via Pacana,OROVILLE' Contr: Dave Martin Fire Repair; c-//,),4 00-0770 AMBROSE, E (� •� f 5710 VIA PACANA, O L ' 55 GAS PIPING 0`I`�-1y0002 4 l 036-740-002 00-0770 'r ' AMBROSE, EYVON ' 5710 VIA PACANA, OROVILLE GAS PIPING n/OFFIC'ECOPY Addre / �j V I'�. �:/ GAS Meter By Date��(��� ELECTRIC Meter By Date . COUNTY OF.BUTTE'- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING"DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530;)#.538-7 No. (Rev.12/96) APPLICATION AND PERMIT �''(JJ /OT ASSESSOR PARCEL NUMBER n�ti��t _n_r�na ZONING BUILDING PERMIT • OWNER .,✓j;y? !a j.� ^y-�• R 1 M AMR f_s, TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS Trlt Rrl. l_.T 1 F Q A S71111 v AIrA_ .__ .._-._ ..Q- • CONTRACTOR'S NAME T)AVR M RTT?J TELEPHONE CONTRACTORS MAILING ADDRESS J ^ 1(1 rPAV T_Zr..AN iIAV Cp rc) CONSTRUCTIONLEN66i V- J 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 $ BUILDIN f f fUl VIA PACANA, GROVILLE t Energy Plan Checking Fee $ $ PERMIT FEE t LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF OXDuplex ❑ 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 ❑ GAS PIPING /V) Describe Work: Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESsS 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.POWEPPARATUS License Class C } hA* f / ( Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of pery ury.that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. SO 3.5¢FT_ plO"0-ga,p - MULnOUTLET @7.50 8 SINGLE R AOUTLET CIR. Ex• Occu . ourLET OR FIXTURESBAL 20 p ,.00 Q .50 FIXED APPINS. OR Ex. Occup. ourLETs RESIo. EA 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 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 if the permit is for work of a valuation � + of one hundred dollars ($100) or less.) m, 1 certify that in the performance of the work for which this permit is issued, I shall 1 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the o`�kers' compensation provisions of section 3700 of the Labor Code, I shall fortliwith comply with those provisions, q 1�t L /� X- f ,li ( ,/+ Date It ,_SibnaturT'of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating, Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE 35.00 TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD I HD I ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have \ By fI PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. (ate •jf U Defe Receipt No. _, 4 WHITE-D.D.S.-B.Y- CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILD( (VISION ,;.COUNTY County Center Drive • Oroville, California 95965 • Telephone (53 38-7 1V 0 / �IT NO. (Rev. 12/96) APPLICATION AND PERMIT / ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER MON AMBROSE TELEPHONE SO. FT, OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 5710 IIIA R OROVILLE 9-596-6 -A -C -A -NA, CONTRACTOR'S NAME T)AVF MARTIN TELEPHONE 343-2265 CONTRACTORS MAILING ADDRESS 10 FRANCISCAN WAY, CHIC0 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 5710 VIA PACANA, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe work: GAS PIPING �D. Gas piping system 1 - 5 outlets 15.Oo 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Feel 20.00 Main Service 2o0A 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 isrin� full force and effect. License Class F)/� ( �l ( Lic. No. OWNER -BUILDER D LARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING Occup. 3 5¢so. ADONS. ( & ACC. UDEr FT. NOR EW CONST. NON RESID. CU @7.50 PowER APPARATUS a SINGLE OLmET CIR. OUTLET OR FOrrURES 20 @ 1.00 Ex. Occup.BAL @ .50 Ex. Occup. ouXT AEa.oErr, 1 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 if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the o, ers' compensation provisions of section 3700 of the Labor Code, I shall foo hwith comply with those provisions. /��, X Date ��—"9 gnatur of Applicant - ❑Owner ❑Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE E $ 35.00 HAZ. [TjOTAjLF6E D. FEESP CDF PARCEL PD 110 ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ove for which fees have been paid. - B h4snate ' PERMIT EXPIRES ON Date Receipt No. WHITE-D.D.S.-B.D. CANARY- SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IV 14" � L 60UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION iA -7-00unty Center Drive • Oroville, California 95965 • Telephone (530) 538-754t PERMIT NO. �v.12/96) APPLICATION AND PERMIT •SSESSOR►ARCELNUMW �`t�OO� 2ONN0 BUILDINGPERMIT p �V v n^ TEUW"ONE SO. FT. OCC. BUILDING VALUATION :::$e— �" r1�nAI /1s 111`/1 �r/VMGl r v hl P CO,�1tACTORI w ID =i,4M)CMN LENOEA IENOVIS "U.0 ADORE" X71 Fireplace Total Valuation = McNrtECr OR ENW.EEA LICENSE NO. Filing Fee $ 23.00 20.00 Permit Fee L NEW CONST.owELLrx� ( OCCVP. ARCKrECT OR ENOWEEAt 41LLJN0 ADORESd Plan Checkina Fee E CONST. unuee au D*4ADORDS' t ViolQ0 Energy Plan Checking Fee8'7 S S PERMIT FEE _ LOT NO. SU90N6gN9NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF � Duplex ❑ Mobilehome ❑ Other SPECF" Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O Utilities O Instillation O Other ��` �, Describe Work: '7��-�/11t-� Gas piping system 1 - 5 outlets 15:00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE t ELECTRICAL PERMIT I Filing Fee 20.00 Main Service eoov oR Ess 1o0A OR Less 23.00 Main Service 200A To 1000A 46.00 NEW CONST.owELLrx� ( OCCVP. 3.5¢sso OR ADONS. •ACC. 11S. CONST. unuee - MULTFOUTLET 07.50 Ex. Occup. OUTLET OR FDRUREs mL ' .so Ex. Occup. QTS E5�0. EPLM A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE t I MECHANICAL PERMIT Fling Fee J 20.00 6.50 PERMIT FEE S Mobile Home Installation Fee L Energy Inspection Fee E o" 0016T TYPE TOTAL FEE $ "AZ I D. FEES I IMP I R=O I COf I PARCEL I ro I "D This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON PERMIT N0. 2908-79B,P,E,M PERMIT EXPIRES i OWNER WYnoka Homes, Inc. CONTR. owner 36-74-2 LOCATION (A.P. ) 5710 Via Pacana, Oroville (Lot #2) 3 t i • t it i i Temp. Power Pole Called PG&E _ Temp. Elec. Serv. i 2 Called PG&� Temp. Gaserv. Cal ed PG&E Y 61 F V' 0B INALED (Date) (Signatu � r FINAL .Permit No. F1W Zk' .Entrance Stens. Door & Sidelight Protection . moke Detector Yurrnace--Vents. Clearances. Combustion Air.:Connecto Garage-Heizht & Mech.Piotection G.F.I. & Bath Fixtures Electric Trim & Sub Panel --Labels eVZStairs & Rails -ire lace or Stove --Clearances Hearth ..Electric Outlets at Wood Panel --Int. & Ext. F xtures & Appliances in Kitchen--Grounded--Air Gap --Cooking Clearance V,. -'Electrical Outlets & Receptacles at Kitchen Counter l8e.1tarage Fire Door --Swing & Landing, Closer 1 .C. Duct in Garage --Damper 7 ater Heater --Vents, Clearances, Combustion Air, P.R.V., Connector Garage -Height & ech.Protection Fkrewalls & Openings --Area Se aration Walls ectrical Receptacles in Garage G.F.I. Romex protect nsulation--Foam--Looked in Attic Yes to s at Ext. Doors & Landings uard Rails and Deck Construction Im.F undation Vents &.Crawl hole Door --Drainage & Wood -Earth Clearances— oo ked Under Floor -7-7 Yes Following Instal d: Drive Yes , j No; Walks 4,007 No; Punters or Wing Walls =Yes f_7 No ---Creating Drainage Problems 7'7 Yes [-L-07 No 23. .C. Unit --Disconnect Clearances Breaker & Conductor Size --115V Outlet Vents Above Roof --Plumbing, Appliances, Fireplace --Clearance to Openings ter Well -Disconnect Electrical Plumbing terior Electrical Trim & G.F.I. Receptacle Ventilation Throughout House '�.-dlass Protection 29.,Corrections from Previous Inspections as Test --Meters Tagged -Gas & Electric ater Suvnly & Sewaee Connected r3VAEnergy Compliance Certificate Sign Job Card ALL OF ABOVE COMPLETED /` EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED oeSIGN JOB CARD Sinned: Date .? f d' -4- PLUMBING --Above Floor Permit No. 1. Water Heater--Vent--Access--Combustion-Air 2. Water Pipe --Test & Anchors --Nail Protection 3. Drain Pipe--Test--Fittings & Anchors --Nail Protection 42" Test ` % 4. Shower Pan --Test First floor --Tub Access 5. Test Tub & Shower, second floor --Tub Access 6. Gas Pipe --Size & Anchors 7. Sign Job Card .. . ......................... ALL OF ABOVE COMPLETED L_/ EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED Date: ELECTRICAL --Above Floor Permit No. 1. Clearance & Insulation Protection at Flush Light Fixtures 2. Elec. Receptacles Spacing --Lights & Switches at Doors 3. Size Boxes & No. of Conductors --Stapled 4 Romex Installed Close to Edge of Studs & C.J. 5 Equip. Ground made up w/Mech Fasteners 6. 2 Appliance Circuits in Kitchen & Conductor Size 7. Sub Feeders --Wire size Q ga. Cu or Al, Breaker Size Q Amp. -- Insulated Neutral, Yes Q No Q 8. Range Circuit Q ga. Cu or Al, Breaker Size Q Amp. --Oven Circuit jQ ga. Cu or Al, Breaker Size Q Amp. 9. Service --Riser Conductors & Ground 10. Bond Gas & Water Pipes 11. Clothes Closet Light --Shower Light 12 Sign Job Card ALL OF ABOVE COMPLETED EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED Date: .......................... MECHANICAL --Above Floor Permit No. 1. A.C. Ducts --Insulation & Support 2. Vent Fan --Exhaust Above Insulation 3. Condensate Drain & Overflow --Size & Grade 4. Furnace--Vent--Access-Comb.Air--Return Air Vent --115V Outlet 5. Attic Access & Platform if Furnace in Attic 6 Sign Job Card -- ALL OF ABOVE COMPLETED EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED Date: -3 v RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH -CURRENT ENERGY CONSERVATION REGULATIONS AT ".r Z S710 VIA P 46AIJA • (location) BUILDING PERMIT NO. 29D!9' A. P. NO. 3,e- 7V - Z THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable). INSULATION: Slab Edge. /l Fdn. Walls A Floors.AA Walls Ceiling/Roof _ ILi Ducts 4N" Circulating Pipes APPROVED HEATER APPROVED WTR.HTR. C/ GLAZING: Single Glazed Special (Insulated) CERT. .& LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. ✓� BACK DAMPERED FANS f INTERMITTENT IGNITION DEVICES CERT. APPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator NameSO4, rlCA� GO - Signature of (please print) Insulation Applicator State Contractor License No.2`7j_ General Contractor/Owner Name C�-1 YA167,<# 11"'C ( se print). Signature of General Contractor/Owner Date'� U State Contractors License No. r�2 5 6g THIS CERTIFICATE MUST BE ON FILE WITH THE BU ILD ING ' DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. Wynoka Homes Permit# qqo�-- INSULATION CERTIFICATION Number and Street City County. Vista -Del Cerro Unit lot 2 Subdivision Lot Number DESCRIPTION OF INSTALLATION ROOF Material, Thickness (inches) EXTERIOR WALL Material Fiberglass Thickness (inches) _3tl_' CEILING — Brand Name Thermal Resistance (R Value) Brand Name Certainteed Thermal Resistance (R Value).. 11 Batt or Blanket Type. ' Brand Name Thickness (inches) Thermal Resistance (R Value) loose Fill Type Fiberglass Brand Name Certainteed Minimum Thickness (inches) 812-11 Number of bags 20.Weight per bag Ib Area Covered (h=) 960 Thermal Resistance (R Value) 9L� FLOOR,.ELEVATEO Material _ Brand Name Thickness (inches) FLOOR, SLAB Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) HEATING SYSTEM Gas Furnace Make Model Description Rated Bonnet Capacity Thermal Resistance (R Value) Brand Name Thermal Resistance (R Value) Brand -Name Thermal Resistance (R Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location ir, conformance with the current regulations setting Energy Conservation Standards for new residential buildings (located in Title 24 of the California Administrative Code). / ye-- Ge ontractor (Builder) License Number .54/ he Signature and Title to Hawkins Insulation Co._ Inc. 378407 Sub -Contractor (Insulat on Applicetor) License Number � Ts 12-20-79 signature an0 T111a Date `CERTIFICATE REVIEWED BY Late BIN -029 Bui ingnspectio Of ce) 0 Setback Forms Main Bldg. Footings StemweLU Slab Piers Garage Footings Stemwa I I Slab Carport Footings Slab Patio Footings COUNTY OF BUTTE - DEPARTME14T OF PUBLIC WORKS BUILDING INSPECTION RECORD Psi? BUILDING BUILDING (Cont'd) PLUMBING Firewalls Parapets Restroom Finish Windows jL Siding Roof Sheathing Roofing Fdn. Vents Garage Vents Insulation / Prov. for ph sically handicapped Conformance of ex. LACE Soil Piping�/� 1st Floor Grd. Fault Prot. /ko 2nd Floor o Heatinat 3rd Floor Service f3 Xu To out U-2 Water PI L41l y12-7 Sewer 7 7d, Fixtu -3 Water Htr. Venutatlon Heaters `2 �'j �✓ Appliances Final Gas Piping & Test Temp. Gas MOBILEHOME UTILITIES ------------------ SaW tion r, Bond Be F E SPRIWLLERS Motors "o - Fr min o-Framin / Test Water Htr. Stucco Final Subpanels ICA v Mesh MECHANICAL Grd. Fault Prot. /ko Scratch o Heatinat Service f3 Xu Brown L2" Cooling Temp. Pole Finish / 5- D Ducts / Underground Interior Lath ---- Venutatlon sigmanent Door Closer5j U Final 042 019d MOBILEHOME UTILITIES ------------------ ec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — 'DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 r Telephone: 534-4541 %, 11 `i O�✓� APPLICATION AND PERMIT , Owner w **f N 0 KA -IoM N G Mailing Address Po G ox 16oO TeoVIL L GA Sle ?-27 Contractor SA M E Mai I i ng Address Telephone No. Buirding Address L-0 T '2- 5 5 7 10 v I PA CIO AIA 0 2ov ILLr— CA A. P. No. A -7 Z/ p� o 'ng & Planning F s i o Fire Dept. Fire Zone Use Permit ParknParcel Plans Declaration isEQA areMap 'R/W Im ko� Bldg. Plans ec'd Parcel A rov Plon4xpprovol NEW J� ADDITION ❑ UTILITIES ❑ OTHER ❑ Single Family ® Duplex ❑ Mobil Home ❑ Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: u) YN o i<A H OM fS IN c . License No. (137-568 Classification R- i ❑ I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 01 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 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. X ofe�Date J f ignature of Permitee or Agent Receipt No. 7>& !; White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant _ BUILDING L SQ. FT. I OCC. I BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service 600V OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER 600V 100 AMP OR LESS Main service EA. ADD'L 100 AMP NEW CONST. I DWELLING OCC P. 7i OR ADDNS. ACC. BLDGS./ 'J — NEW CONSTR. /MULTI.OUT T __ $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 5.00 2.50 25.00 1.00 )Osa ft EX. OCCUDIOUTLETS OR FIXTI1RES BAL 10¢. EX. OCCU FIXED APPLNS. OR p.�OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee MECHANICAL PERMIT FILING FEE Heatina A,�Al[Y0 Coo I i $3.00 a-= FEE I FEE Ventilation Hood 111 2.001 • ,pt1) Permit Fee $ "0& $ Land Development Fee $ 13 TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated abov r which fees have been paid. IRE R OF PUBLIC WORKS Dates_'?'S ~Z7 Building permit expires Date —, 2/LS--P6 i ', -, this set of plans and specifications MUST be ` sept on the job at all times and it is unlawful to make an changes or alterations on same without ' n om the Department of Public o s o utte. NOTE:—All Materials & Workmanship Shall Be in Aczordance. with Recornized Good Practices and of .a quality prescr;bPd for •the Specified use in the 4Jniform Buildinca, Plumbing & Machanical Codes and the National Electrical Code. • (S.DQ` p'/ 4 C The side cent MUM I f ��to0 5 / D � lat; • G e' !E !g. Setback shall Ee 5 ft. frc operty line and 50 ft. fro ne of the road, permitting a a 2 ft. eave overhang but e all easements. 10' P fi.�. See Master Plan on file for building plans �o?- 7� BUTTL COUNTY BUILDING DEPARTMENT APPROVED SUIDIVISION L:ITY `� UtV"i Y LGT �.: �'^.A-J'^. .4�_ -.. '.�"i."YT's_..: s'.r. �.t. :'♦. �_t ="_�"u '�.ia:'r..stl'�fY�_-�••.•�••-�•s-�.�=C.i'3L. �t:d�Y:+KY'.' 1'� •SS�2.'Ofin "IS4.iSA:a .- -- 1 SEWER 6.. �..� ..-� _.. / h��tJi L=SING. 't:`! ,,—meq ... � (/ r �. �� !{i �•s i � � P.O. L _.;c I ;c GAS 7.,.:i .ICS h'0—..._..._..._._._. the the NOTES �aSe- RESIDENTIAL 0036-740-002 00-0458 PERMIT Ni Af0Wfft,Eyvon, — 5710 Via Pacana,OROVILLE Contr: Dave Martin .Fire Repair r SPECIAL CONDITIONS r. j' CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I OFFICE COPY Address A I M f ELECT IC Meter• By Dat JOB FINALED (Date) 0 V Signature , _ r r SPECIAL CONDITIONS r. j' CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I OFFICE COPY Address A I M f ELECT IC Meter• By Dat JOB FINALED (Date) 0 V Signature , _ COUNTY OF BUTTE BUILDING DIVISION x DRTMENT OF DEVELOPMENT SERVICE EPA = - 411 Main Street • Chico, CA • (530) 891-2751 - = 7 County Center Drive • Oroville,,CA • (530) 538-75 41 a CORRECTION NOTICE PERMIT NO. W ER A routine inspection indicates that the following violations of butte county Ordinances exiswork is t at the above address and should be questions pertaining to this ethis office matter,or need additional completed. If youave any l explanat on please contac!jKs office immediately. A A INK / / I=x. " 3 Date REVS? R t V=OK 0 = Not OK - = Not Applicable MOBILE -HOMES = Not Ready, Date ` MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B:1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date FRAMING (Continued) Underfloor (Plans) OK except #'s Card B-1 1. Zoning -Setbacks -Easements -Flood -Slope Card B-1 Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 51. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth Property Line Firewall & Openings 5. Stemwalls, Main; Steel-Blockouts-Wrapped Vent Fan, Exhaust above insulation 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 37. 6a. Hold Downs and Special Anchors 73. 7. Slab, Steel -Wrapped Glazing Area -Glass Protection -Skylights -Plastic 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Card B-1 13. Plenums & Ducts; Clearance -Material -Support -Ins. Card B-1 Date 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies e,ct"Ele rical-Plumbing 15. Access & Ventilation 16. Insulation xterior Elec. Trim, G.F.I. Receptacle -Underground e Date Card B-1 Date Card B-1 Date t41-das Card B-1 Date Card B-1 Date . a er O to Grade -HD Approval PLUMBING (Permit) OK except #'s nce a cate•Other Certificates 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection and 8- Date Card B-1 19. D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & .ransformer Clearance -Ins. Protection 2s1. 25. 26. 27. ec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire. Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral 0 Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels -Motors -Meth. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date FRAMING (Continued) Card B-1 Date Card B-1 Date Cling. Joist-Rhr. Ties-Purlin-RoH Brac.-Truss-Shting.-Ring. Card B-1 Date Card B-1 Date Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles MECHANICAL (Permit) OK except #'s Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. 35. A.C. Ducts Insulation & Support Property Line Firewall & Openings 53. 36. Vent Fan, Exhaust above insulation Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. 37. Condensate Drain & Overflow, Size & Grade Siding;Nairflinib Veneer 73. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Glazing Area -Glass Protection -Skylights -Plastic 39. Attic Access & Platform if Furnace in Attic . ce-Comb. Air Connector- P. R.V. in garage; Above Floor -Meth. Protection 7. e_%., e-&Ad8t:h. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection 7 8 r ails & Deck Construction -Post Caps Date or Drai ge & Wood -Earth Card B-1 Date Card B-1 Date Following I tld./Drive 0 Yes 0 No al s 0 Yes 0 No/Planters 0 Yes 0 No Card B-1 Date Card B-1 Date e,ct"Ele rical-Plumbing FRAMING (Permit) OK except #'s ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 40. Sits Proper Materials & Anchors xterior Elec. Trim, G.F.I. Receptacle -Underground 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. H -Post Caps -Anchors -Connectors Cling. Joist-Rhr. Ties-Purlin-RoH Brac.-Truss-Shting.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding;Nairflinib Veneer 73. tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation eilings 62. Infiltration- alls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Sidelight Protection -Landings mo a etector e ents c ear Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 6Q. -3taea-+fl-Reils� 7 or tove, Cleara ce-Hearth I, Int. & Ext. 7 d -Air Gap -Cooking Clearance 73. t Kit. Counter L-104. Garage Fire Door; Swing -Landing -Closure er . ce-Comb. Air Connector- P. R.V. in garage; Above Floor -Meth. Protection 7. e_%., e-&Ad8t:h. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection 7 8 r ails & Deck Construction -Post Caps or Drai ge & Wood -Earth j Clearance Looked under Floor ❑ Yes 82. Following I tld./Drive 0 Yes 0 No al s 0 Yes 0 No/Planters 0 Yes 0 No 83. Stu4o B finish e,ct"Ele rical-Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground e spections t41-das Test -Meters Tagged, Gas -Electric 9 . a er O to Grade -HD Approval nce a cate•Other Certificates &94'-- Address Posted Date 1 and 8- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV ION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538- 1 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ® � ASSESSOR PARCEL NUMBER 036-740-002 ZONING BIJILDINGPERMIT 'MOWNER ON AMBORSE TELEPHONE FT. OCC. BUILDING VALUATION �r7SO. X71 2,000.00 OWNERS MAILING ADDRESS CONTRACTOR'S NAME DAVE MARTIN TELEPHONE 343-2265 CONTRACTORS MAILING ADDRESS 10 FRANCISCAN WY CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation 1$2,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 5710 VIA PACANA Energy Plan Checking Fee $ $ PERMIT FEE $ 74.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF - M Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE REPAIR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service 20 A OR LESS 23.00 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 i full force and effect. q �� J/ License Class Lic. No. J 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46. 00 WEE200A NEW CONST. DWELLING OCCUP. CU OR ADDNS. �rLS. so 3 5aS0. FT. NEW CONST. MULACC.TI- NOW RESID. @7.50 POWER APPAfiATUS a swGLF ouT. C'R. Ex. Occup. OUTLET OR FaTUREs BAS @' o Ex. Occup.0F,ITxE�A'., &D E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 23,00 PERMIT FEE $ 66.00 WORKERS' COMPENSATION' DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FES $ 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.) 1� . I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worker ' compensation provisions of section 3700 of the Labor Code, I shall to w h Nomply with those provisions. X Date D 7_ 1— Signatur of Applicant - ❑Owner Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 140.00 HA2. D FEES IMP FLOOD CDF pggOEl Po HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date PERMIT EXPIRES ON 9 'moi Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 r IT NO. Rev. 12/96) APPLICATION AND PERMIT .� ASSESSOR PARCEL. NUMBER 363 ZONING BUILDING PERMIT OWNER4� TELEPHONE SO. FT. OCC. BUILDING VALUATION owNms WUUNO ADDRESS S COM R'S NAME / TELEPHONE 2er CO TORS MAILING ADDRESS wU'� 1h Fgim Cis CONSTRUCTION LENDER - LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ SURnwGADDRESS �.•—� V Jt V I �/ Energy Plan Checking Fee $ S PERMIT FEE _ , LOT NO. SUBMISION'SHAME PARCEL MAP PLUMBING PERMIT Fling Pee 20.00 USEOFSTRUCTURE SWI" Duplex ❑ Mobilehome ❑ Other sPECWY 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 I New ❑ Addition ❑,c3 U rt oriel Utilities c3 installation Describe Work: V�-, I Other Gas piping system 1 - 5 outlets -15.00 Buildingsewer 15.00 Mobile Home I S I G I WT @20.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 10O.VOR Main Service LESS 23.00 0 (� \� i 1 Main ServiceA To I000A 46.00 NEW CONST. DWELLM OCCUP. 3.5Qso OR ADONS. ( & ACC. BIDS. Ntw co D. MUNAWLTFOUTLET 11 @7.$O ' POWER APPARATUS 8 SINGLE OUTLET 010. Ex. OCCU OUTLET OR FIXTURES 20 ® I'0° BAL @ .SO APPLEx. Occup. Ovn�O, CR o.) 5.00 Temporary Service 23.00 Mobile Home Facilities 0.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Filing"Pee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES t Mobile Home Installation Fee 8 Energy Inspection Fee $ D" CONST. TYPE TOTAL FEE $ Q HAL I D. FEES IMP I RD00 CDF PARCEL I PO W7 . This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON . 1LONG FIG IL ILOW ]LuMBER CO. ffNc'o b�D F{anaer$l 0 (,duality Truss Design co 0 0 Roof & Floor Systems �°-1� a` (800) 678-0112 (530) 893-0112,o FAX (530) 893-0140 89 Loren Avenue Chico; oCA 95928-7434 Customer: Oa V e— I V I Q h I i (-1 Address: 5-710 U i cN P "r A of 0Rov; I(e: AP#: Job No: A VI'1bl'DSe, Alpine Engineered Christian W.C ell 8351 Rovana Circle ? SI .' Sacramento, CA 95828-252 1r • V7 (916) 387-0116 40C 0 jammmm 0 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 of ' LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results.we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and'bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially In hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ • Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. J 0 w ro 0 cn m � t� m cn m � cn N w GABLL END DETAII SIRONGBACK (NAIL TD LEDGER 12' O.C.) ` (BRACED AT 55' O.C.) -- , fGAOL A35 LEDGER (NAIL13(KTO VERTICALW/2-IOd NAILS) (K) SPACING FOR H3 = 56.0' O.C. REFER TO SIMPSON CATALOG C-9414-1 FOR PRODUCT ATIAC1114ENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (PI) (l) (M) 2X4 F.L. OR OR BTFSiPONGDACK BRACEI THIS OWG PREPARED FROM COMPUTER INPUT (TOADS A DIMFNSIONSI SURMITTFD RY 11111— MFR ROOF MATERIAL 6 - IOd COMMON BLOCK OUTLOOKER (C ) NAILS GAELE END 2x6 DIAGONAL— RACE BRACE -' 15 (TAILS EACH END 2X LEDGER COMMON TRUSSESSTRONGBACK BRACED AT 55' O.C. (C) 1X4 CONTINUOUS LATERAL BRACING_ FOR BRACE BRACE (STRONGOACK ) 72'. ATTACH AT HI W/2 -8d CCOMMUN NAI 24 (PI) PEAK PLATE TO MATCH C014MON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH s2 MIN. (SI) SPLICE PLATE TO 14ATCIi COMMON TRUSSES. NOTE: TI41S DETAIL MAY BE USED FOR (HI) I -EEL PLATE TO MATCH COM11014 TRUSSES. TRUSSES WITH PITCHED B.C. ALSO. (0) OPT ION TO NEB PLATING: USE (3)-2' VIRE STAPLES (0.072 DIA./15 GA.) TOENAILEO 1HRU CHORD INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A ]DIAL DF 6 STAPLES. (PI), (SI) 6 (HI) MUST BE PLATED. (G) GABLE EIIO DESIGN BASED ON 75KPH WIND LOAD EXPOSURE '8' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX3° 2-8-0 2X4+ B-1-0 3X4• 13-6-0 1 \ OUTLOOKER ICRUERIA PLT HEI&IT, TYP. Wave TPI -95 R Design Criteria: TPI-95(STD O O O O -WARNING-- TRUSSES REQUIRE EXIREME CARE IN FABRICATION. HANOLING, SHIPPING, INSTALLING AND BRACING. REFER IO 141091 (HAXOLING INSIALLINC AND BRACING)• PUBLISHED BY IPI (IRUSS PLATE PSF O DC DL Q INSII IU t[. SB] O'ONOF10 OR.. SUI IE 200. MADISON, NI 57719), FOR SAFETY PR ACIICES PRIOR 10 P(0.FORMING IHES[ FUNCTIONS. UNLESS OIHERNISI INDICATED, IOP C110R0 SHALL HAVE PROPERLY ATTACHED O OZ�TRUS � 7 T TT LP 1 1\I L "// OSTRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. • •IMPORTANT°° FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL N01 BE RESPONSIBLE FOA ANY DEVIAIIOX FROM THIS DESIGN; ANY FAIIURE 10 8UI10 THE INUSSES IN CONf OR MANCE MIIH IP1: OR FABR IC AI INC• HANDLING, SNIPPING, INSIAIIAIION OR yA t BI L BETTER. 11L� 11 15-6-0 BRACING OF IRUSSES. THIS DESIGN CONFORMS N1111 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7-9-0 15-6-0 SPACING 'PICIFICAl10N PUBLISHED BT THE AMERICAN FORE SI AND PAPER ASSOCIAI JON) AND IPI. AIPINI N OCA K A113 EL - 10 S EACH FACES OF TRUSS. AND UNLESS OTHERWISE, LOCATED ONE THIS DESIGN. POSITION CONNECTORS[ PER SS PICI(D 11(REAAN0 SIt LNN01CBC RC I. I(0 UPONHIN AN YNOI I,IC RPNAYES ONLY 10 THE DESIGN OF AIN(GIRUDE 3.5' MAX. TYP. NOTCH Ta 24' D.C. 1.5' MAX, 2X4 F.L. LUMBER GRADES MAX. LENGTH WIT14CUT BRACING (H) MAX. LENGTH W/ STRONGBACK BRACE (S) STANDARD 5-11 -0 II -10-0 15.0 PSF DC DL PSF BC LL 0.0 #1 7-9-0 15-6-0 BI L BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 REF R992 DATE 03/19/98 DRW CDT 12 SEON - 25458 FROM PDC TC LL 30.0 PSF c ' TC DL 15.0 PSF DC DL PSF BC LL 0.0 PSF * TOT.LD. 50.0 PSF DUR.FAC. 1.15 SPACING REF R992 DATE 03/19/98 DRW CDT 12 SEON - 25458 FROM PDC (MARMEL-MARTIN / MELINE - E-2 COMN TOP CHORD 2Ik4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard OC SPACING)) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4a ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00. OC, BC @ 72.00" OC. TRUSSES TO BE SPACED AT 28.0' OC MAXIMUM. 10 PSF BC LIVE LOAD PER UBC. 8-0-0 W2X6(A1) W2X6(Al) a z L,--2-6-0---) L--2-6-0- J 1 1 10-6-0 ( 10-6-0 21-0-0 Over 2 Supports I R-972 W-3.5" R-972 W-3.5' N PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA 1 - - F Scale -.25' t "WARNING" TRUSSES REQUIRE EITRIMI CARE IM FABRICATION, HANDLING. SNIPPING. INSTALLING ADD I •,:AC1".,. RE, TO :10-91 (HANDLING INSTAll1:G ANO BRACING). PUBLISHED DY TPI (TRUSS PLATE p� D W. ti Q TC LL 16.0 P S F R E F R427 --47-4'T4 O"A IR STI TU TSDS D'OR OFRIO OR.. SUIT, 700. MADISON. M1 $3719). FOR SAFETY PRACTICES PRIOR TO m ►ERFORNIBG THESE FUICTIONS. UNLESS OINER:ISF INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10.0 PSF DATE 12/07/99 m STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEIIIHG. "—' "IPIPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPIAE ENGINEERED BC DL 7 .0 PSF DRW CAUSR427 99341009 IROCUC75. INC. SNAIL tDf B[ RE SPOHSiOIf FOR A:V DEVIATION IAl10B FROM THIS DESIGN; ANY FAILURE f BUILD TH[ TRUSSES IR COVf00.MAhCE NI In IPI; ON FABRICATING. HAYOLING, SHIPPING. INSTALLING AN -- AL P I N E ORACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL DESIG B 0-2002 B C L L 0.0 PSF CA -ENG J C J/ G WfI SPECIFICATION PUBIITHED BY THE AMERICAN FOREST ADD PAPER ASSOCIATION) AND TPI. ALPINE De D B 1 9 9 9 CONNECTORS ANE NAD[ Of FOGA ASTM A653 GR40 GAIT. STEEL. EXCEPT AS NDTED. APPLY CODIECTORS TO >>Y * TOT . L D . 33.0 P SF S E Q N - 196994 EACH FACE Of TRUSS, AND HOLES DIMERNISE LOCATED DN iHiT OESIGa. POSITION CONNECIOAS PER �. CIVI�- AT., OAAYIRGS 160 A•1. 7HE SEAL OR THIS CRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM E.D •�r1tdC Ei1�TlnL�[Cd Pfoduas, Inc 0FSPOASIBIL ITY SOLELY FOR THF TRUSS COMPONEAT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S. nmfo PA 9$828 COMPOA1YT FOR ANT PARTICULAR BUILDING l3 7HE RfSPOYSIBILIT► 0( THE BUILDING DESIGNER, PER SPACING 24.0' ANSIFTPI 1.19% SECT TOY E. (MARMEL-MARTIN / MELINE - [DGE) E-1 DGE/CARR [6'S8] [1 -PL TOP•CHORD 2x4 DF -L #18Bet. :T2 2x6 DF -L SS: BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I(D)THIS AREA SUPPORTS BOSTON HIP GIRDER LOADING FROM 6-0-0 JACKS TO BOTTOM CHORD ON ONE FACE. BOSTON HIP IS DESIGNED TO raA SUPPORT FACE LOAD NOT TO EXCEED 10 PSF AND 24' TOP CHORD OUTLOOKERS. REMAINDER TO SUPPORT 2-0-0 TC/BC SPLIT. z ADDITIONAL LOADING PER TRUSS MANUFACTURER ---ti6--------------------------------- BC - 691 LB Conc. Load at 8.00 ` D'I W3X10 - THIS DWG PREPARED FROM COMPUTFR INPUT n nAnt R nFMFNCTnNCI CIIRMITTFn RY TDucc MCD ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC Q 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (*) THIS MEMBER TO BE BRACED AT 24' O.C. I :s3 w.3Aav t0J) _ 691# "'`FIC ea W3X14 (B3) Em :sT z (D) 1 z F 8-0-0--{ L-2 6-0--J 42-6-0-J L 10-5-8 I 3-10-4 I 6-8-4 21-0-0 Over 2 Supports R-1992 W-3.5' R-1561 W-3.5' r Note: All Plates Are W1.5X4 Except As Shown. ti PLT TYP. High Stren th Wave TPI -95\R Design Criteria: TPI(S "WARNING -i TRUSSES REOUIRI EXTREME CARE IN FABRICATION, MANDL (96, SHIPPING, INSTALLING AXI BRACIAG. REF EN TD .18.91 (HANOLIX6 INSTALLING AND BRACING). ►URLLSMED BY TPI (TRUSS PLATE �) INSTITUTE, SBl 0. 0NOTRt0 OA., 591TE 200, MADISON. XI 53119). FOR SAFETY PRACTICES PRIOR 10 7i PERFORMING THESE FUNCTIONS. UALESS OTHERWISE INOICATIO. TOP CNORO SHALE RAVE PROPERLY ATTACHED 77 SIRUCTUNAL ►ARE Ii, BOTTOM CHORD SHALL HAVE A PROPENLT ATTACHED RIGID CEILING. ^+ 'IMPORTAurT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER •PRODUCTS. IXC. 6HALL NOT BE RI 5,"SIBLE fOR AN BE FROM THIS DESIGN: ANY FAILURE ALPINE BRACING OF TN O SSE$. Thli DES761 CONFORMS WIT% APPLICABLE PROVISIONS OF ADS (NATIONAL OESSGIIIIIjjj j�§ b BUILD INE 7R US$ES IN COXFORMARCE NIT. 0TPI: OR FAU41 CA7106. HANDLING. SHIPPING. INSTALLING A SPECIFICATION PUBLISHED BY INC AMERICAN TORE ST AND PAPER ASSOCIATION) AND TPI. ALPINE —y CckHEC709S ARE MADE OF 206A AST" 46S3 6840 GALY. STIEL, EXCEPT AS NOTED. APPLY CDNNEC70RS TO i7 CA CM FACE OF TAUS3. AND UNLESS OINERNISE LOCATED 01 THIS DESIGN, POSITION CONNECTOAS PIN DRAWINGS 160 A -I. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A1p1DW E agRr)Besod Products, IOC RESPONSIBILI TV 3OL ILY FOR 7HE TRUSS COMPONENT DESIGN SBON$. THE SUITABILITY AND USE OF THIS SaCTa ezU CA 9S82B COMPON[NT FON ANT PAN TICuI►R BUILDING IS THE RESPONSIBILITY OF THE BU ILOIN6 DESIGNER. PER ANSI FTPI 1.1995 SECTION 2. pWW. t: ) - Dec 08 1999 CIVIL /_c CA / -/l TC LL TC DL BC DL BC LL TOT.LD_ DUR.FAC. SPACING 46&®l 400 Ave 0, pry 6AII F Scale 25"/F t 16.0 PSF REF R427--47442 10.0 PSF DATE 12/07/99 7.0 PSF DRW CAUSR427 99341008 0.0 PSF CA -ENG JCJ/GWH 33.0 PSF SEQN - 196960 1.25 FROM E.0 24.0" 9 (11ARMEL-MARTIN / MELINE - [DGE] E-3 (6 -SB] [1 -PL TOP CHORD 2x4 OF -L #1 :T2 2x6 OF -L SS: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS BOSTON HIP GIRDER IS DESIGNED TO SUPPORT 6-0-0 JACKS ' TO ONE FACE. BOSTON HIP IS DESIGNED TO SUPPORT FACE LOAD NOT TO EXCEED 10.PSF AND 24' TOP CHORD OUTLOOKERS. (*) THIS MEMBER TO BE BRACED AT 24' O.C. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC, W3X8 - W3X1U(A1) m W3X1O(A1) o HS2514 � L -2-6-0--J L -2-6-0-J L 10-5-8 I 3-10-4 I 6-8-4 21-0-0 Over 2 Supports R-1951 W-3.5" R-1951 W=3.5' Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Stren th.Wave TPI -95\R Design Criteria: TPI STD •VARNIMG•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND `BRACIIG. Af f ER TO MIB•B1 (NAIDLING INSTALLING AND BRACING). PUBIISNED BY TPI (TRUSS /LATE � QLO W L. INfi li07[, SB7 O'OMO►A70 DI .. SUITE 200, MADISON. VI 537191. FOR SAFETT PRACTICES PRIOR TO �7 PERFORMING TME SE (UXCT10R5. UNl[SS OTHERWISE INDICATED. TOP CHORD SNAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CNORO SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE IRSTALLATION CONTRACTOR. ALPINE ENCINEEAED PRODUCTS, IY[. SMALL N07 B( RESPONSIBLE FOR ANY OER IATIOM FROM THIS DESIGN; AMT FA[I URE TO BUIlO TH[ TRUSSES IN CONFOpMAVCE N[TI T➢I; OR FABRICATING, HANDLING. SNIPPING, INSTALL... AAO 8-B 2002 ALPINE BRACIA6 Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC.11 ATION PUBLISHED BY INI AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIME Dec 08 1999 CDNNECTo, S ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �' EACHFACE OF TRUSS. AND UNLISS OTHERIIISE LOCAIIO OA THIS DESIGN. POSITION CONNECTORS PEA ORAMINGf 160 A•l. THE fI I ON TMIf DRAWING IAOICATES ACCEPTANCE Of PROf ISSIOMAL ENGINEIRIAG cmv_ V. A)*C E4inocrcd PI'OduUS�I11C. RESPONIBIIITI SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 'QTw SN�1p,- 95 8 COMPONENT FOR ANY PAgTICULAR BUILDING IS THE RESPORSIBIIITT OF THE BUILDING DESIGNER, PER __CC OF A ANSI/TPI 1.1995 SECTION 2. l.A/-I TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC SPACING -0-0 ®�/,V� brp� �Y F Scale -.25" Ft. 16-0 PSF REF R427--47446 10.0 PSF DATE 12/07/99 7.0 PSF DRW CAUSR427 993410/0 0.0 PSF CA -ENG JCJ/GWH 33.0 PSF SEQN - 196934 1.25 FROM E.D 24.0" This se.fety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED' When you see tt is symbol - BECOME ALERT - HEED TS MESSAGE. JACAUTION: A CAUTION identifies safe operat ng - practices or indicates unsafe conditions that co old result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLINGS INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsitxl?yof:heirestaller(builder. building:ontraclor. licensed c3ntractor. erector orerectioa-ontzctar) to properly receive, urload. store. handle. hstaf ana brace metal plate connected wood trusses to protec' life and property. The installer must exercise the same FEigh degree of safety awarer ess aswith any otherstructurai material. TPI does -iot imend these recommendations to be interpreted as supsrior to the project Arch#ect's or=ngineees design specification for handling, installing. and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the mod CAUTION: The builder, building contractor, licensed contractor,erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & BracingMetal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serous personal irjury or death or carnage to structures. WARNING: A WARNING desc-ites =conditl�on where failure to follow instructions coseve •e personal injury or damage -o '4994 - TRUSS'PLATE INSTITUTE 583 D'Onofric Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 ttvss industry, but rust, due to the nature of responsibilities involved, be presented as a guiderforthe use of a qua lified building designer or in.ataller. Thus, tne Truss Plate IistKite, Inc. expressly disclaims any responsibility for damages arising from the use, application or eeliance on the recommendations and information contained herein by building designers, installers, and others. Copy right iD by Truss Plate Institute, Inc. All rights reserved. This document or any part Hereof must not be reproduced in any form without written permission of the p%blisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. 111 connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or loss. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. E �, TRUSS'ST�RAGE� : CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. JACAU—ION: Trusses stored horizontally should be supp:)rted on blocking to prevent excessive lateral bend.ng End lessen moisture gain. WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. WARNING: Do not lift bundled trusses by the JA&I. bands. Do not use damaged trusses. 4ACAUT, DN: Trusses stored verticaal'y should be brazed to prevent toppling or tipping. JADANGER: Do not store bundles upright unless proPerly braced. Do not break bandsuntil bundles are laced in a stable horizontal position. A& DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly' prohibited. Frame DF - Douglas Fir -Larch SP - Southern Pine o* 0* , HF - Hem -Fir SPF - Spruce -Pine -Fir IV Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlinsOr are attached to the topside of the top chord. PLUMB Truss Depth D(in) 12 —j3 or /'11 greater 4S' fizo V All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Braze I Required 10' or Greater .45' Attachment Required _/ AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line D 50" 1/4" TOP CHORD 1/4" 1 TOP CHORD_ DIAGONAL'BRACE 2' MINIMUM 3/4" . . . I . . . . . . . . . . . . . SPAN V 4 60" .......... . . 5 72" SP DF �ISPE.H Rl: Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42' - 54' 1 3/12 1 6' 6 4 Over 54' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine o* 0* , HF - Hem -Fir SPF - Spruce -Pine -Fir IV Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlinsOr are attached to the topside of the top chord. PLUMB Truss Depth D(in) 12 —j3 or /'11 greater 4S' fizo V All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Braze I Required 10' or Greater .45' Attachment Required _/ AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line D 50" 1/4" 12" 1/4" 1 24" 1 /2" 2' 36" 3/4" 3 48" V 4 60" 1-1/4" 5 72" 1-1/2" 6 84" 1-3 4" 7 96" 2" 8 108" 2" 91 i T ±1/4, . i T 1/4 - L(in) L(m) H 0 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(In) ........... Lesser of L/200 or 7' L(in) Lesser of L/200 or 2" 20CF' 11" 16.7' 250" 1 -1 /4" 20.8' 300, 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TDLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A A on unbraced trusses. Frame 6 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBS) TOPCHORD DIAGONALBRACE SPACING (DBs) #trusses] SP/DF SPF/HF U • o 32' 30" 8' 16 10 Over 32' - 48' 4?' 1 6' 6 4 Ove r 48' - 60' 48" 1 5' 4 2 Over 60' Sae a registered professional engineer DF - Dot.glas Fir -Larch S3 - Southern Pine HF - Hen -Fir S 3F - Spruce -Pine -Fir The eid diagonal brace for cantileverec trusses must be placed on vertical webs in line with the support at least two trusses. 2x4/2x6 PARALLEL CHORD TRUSS End diagonals are essential for stability and must be duplicated on J both ends of the truss system. 201me�) }� SbFIh@ 2 O.C. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 33" or greater 42 PARALLEL CHORD TRUSSJOP CHORD Continuous Top Chord Top =hordsthat are lateraIN braced can buckle Lateral Brace togdtri and cause collapse Fiber* is no diago- Required nal Iracng. Diagonal braciaishwldbenailed to tFe isc erside of the top eiord when purlins 10' or Greater are rtbcted to the topside d the top chord. Attachment ' Required �! Is 40,(Da-. �5@ uses / ?°c• 31/2" Trusses must have lum- ber orented in the Kori - All lateral zontal direction to use braces lapped this brace *pacing. at least two trusses. =450 End diagonals are essential for stability and must be duplicate4 on both ends of the truss system. Frame 5 WARNING: Cao not attach cables, chains, or hooks to the web members. J 60° � or less TagApproximately- Approximately Line '/2 truss length '/z truss length Truss spans less than 30'. Spreader Bar Toe in Spreader Bar Toe In Apprr yimately Less than or equal to 60' Approxanately 1/2 to 313 truss length Less than or equal to 60' Toe In Tag Line -Toe In Tag Line 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. Lifting devices should be connected tc the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping. etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with: the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBar At or above mid -height Tag Lime L 10 � Approximately Y3 to ?5 truss length / Greater than 60' Stron back/ Spre derBar / 10' 10' Y3 to 3/.� trass length Greater than 60' CAUTION: Ground bracing required for all installations. Frame 2 CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered pra essional engineer if a different bracing arrangement is desired. The engineer may design braci-tg in accordance with TPI's RecommenJed Design Specification for Temporary Bracing of Metal Pfate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is pcssible. CAUTION: Ground bracing required for all installations. Frame 2 1 s— Top chords that are laxerally braced cardwc kle togetherand cause cdlapse Nthere Is no diago- nal bracing. Diagonalbracingshouldbemailed it to the underside of the top chord when purlins' are attacked to the tooside of the !op ethard. 1 Up to 32' 1 4/12 1 8'1 20 1 15 Over 32'- 48' 4/12 6' 1 10 1 7 Over 48'- 60' 1 4/12 5' 1 6 1 4 Over 60' 1 See a -egistered professional engineer DF- Douglas Fir -;Larch SP - Southern Pine HF- HemrFir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral b, -aces Lateral Brace lapped at least 2 Required trusses. 10' or Greater L_ Attachment Required AWARNING: Failure to follow these recommendations couldresokn severe personal injury or damage to trusses or buildings A r Frame 3 12 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A& I Cross bracing repeated at each end of the building and at.20' Intervals. Oq Z_ 0 < Permanent 110 01 -z continuous lateral bracing Po as specified by the truss engineering. M =45' ti x_15 L IIA , 15EF� MEB!" E PLANE Frame 4 U p to 32' 4/12 1 5 20 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southem Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. 110 Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A& I Cross bracing repeated at each end of the building and at.20' Intervals. Oq Z_ 0 < Permanent 110 01 -z continuous lateral bracing Po as specified by the truss engineering. M =45' ti x_15 L IIA , 15EF� MEB!" E PLANE Frame 4 LONGFELLOW'LUMBER CO. ■ Quality Truss Design' ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: a4ie- 77-J Sly -467g z Address: AP#: INC. 6L 0q4 Job No: TY, Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 u m �► N t!1 I .m .W ;ABLE END DETAIL STRONGBACK (NAIL TO LEDGER 12' D.C.) (BRACED AT 55' D.C.) --� , A35 LEDGER ( NAIL fGABL 13(K ) TO VERTICAL Wi2-10d NAILS) (K) SPACING FOR H3 = 56.0' O.C. REFER TO SIIPSON CATALOG C-9414-1 FOR PRODUCT ATIACHHENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (SI) (M) 2X4 F.L. DR H.F. q2 DR / BTR STP.ONGBACK BRACE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF MATERIAL OUTLOOKER 1[ 7XI5' GAELS END / 2X LEDGER II\ COMMON / IF \ TRUSSESSTRONGBACK BRACED AT 55' D.C. (C) IX4 CONTINUOUS LATERAL BRACING_ FOR BRACE (STRONGBACK I 72'. ATTACH AT MI W/2-Bd CCOPIMON NAI 24 —\(SI )\ \ \ \ \ (HI I (PI) PEAK PLATE 10 MATCH COMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH A2 MIN. (SI) SPLICE PLATE TO 14ATCH COMMON TRUSSES. NOTE: THIS OETAIL,MAY BE USED FOR (HI) FEEL PLATE TD MATCH COMMON TRUSSES. TRUSSES 141TH PITCHED D.C. ALSO. (0) OPTION TO WEB FLAT ING: USE (3)-2' VIRE STAPLES (0.072 DIA./15 GA.) TOENAILEO THRU CIMRO INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI I. (SI) 6 ( HI) MUST BE PLATED. (G) GABLE END DESIGPI BASED ON 75KPH WIND LOAD EXPOSURE 'B' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4- 8-1-0 3X4• 13-6-0 6 - IOd COMMON BLOCK MAILS / o— BRACE I � OUTLOOKER-(CRITERIA HEIGgr. PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD "YARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. R[FER 10 HIB•9I (HANDLING INSIAIIINC AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q Q INSIIIUIE. SBD D'ONOF IO DR., SUITE 200, MADISON, WI $3119). FOR SAFETY PRACTICES PRIOR 10 PERFORMING IBES[ FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q O SRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. •"IMPORTANT"" FURNISH A COPY OF THIS DESIGN 10 INC INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7-�, 77� PRODUCTS, INC. SHALL 1101 BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAIIURE 10 ALPINE, O BUILD INE TRUSSES IN CONFORNA NCE YIIH IP1; OR FABRIC AI ING, HANOIING. SNIPPING, IN SIAIIAIION 0R BRACING OF TRUSSES. INIS DESIGN CONFORMS NIIH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICAI ION PUBLISHED BY INE AMERICAN FOREST AND, SI PAPER ASSOCIATION) AND TPI. ALPINE M A663 1 GA 1, Z�T�RU�SS EAC FACES OfN( MA AND UNLESS OTHERWISE 3l CAit0 ON I HI SCO E SI GN. POSIT/ON CON NE C T ORSCO C P IN 10 OF AIHCGIRUSS 0, PIC IED NINE1 10. 110 AND 160 AANO SII AL IN N0 TE 0C' R E l 1 C0 UPONHI0 ANYWOI ICIt[lPLI RPVAYES ONLY 10 THE DESIGN 12' MIN 24' MAX 3-10d / NAILS EACH END 3.5' MAX, 17P. NOTCH e 24' D.C. 1.5' MAX. 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHOUT BRACING (N) MAX. LENGTH W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 DATE 03/19/98 DRW CD112 SEON - 25458 AI 7-9-0 15-6-0 AI S BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 * TC LL TC DL BC DL BC LL TOT.LD. 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF R992 DATE 03/19/98 DRW CD112 SEON - 25458 DUR.FAC. 1.15 FROM PBC SPACING 0 (MARMEL-MARTIN / MELINE - E-2 COMN [28 -OC SPACi TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00` OC, BC @ 72.00' OC. TRUSSES TO BE SPACED AT 28.0' OC MAXIMUM. 10 PSF BC LIVE LOAD PER UBC. v 4 t— —T 4 0 0 a rz. A ri -8-0-0 a W2 5X4 W3X4 =W2 .5X4 am w W2X6(A1) a W2X6(A1) is z w -Oul\l•I-Y z 1--2-6-0---J 1--2-6-0--J L�EPARTIV�E%il L_ 10-6-0 I 10-6-0 , 21-0-0 Over 2 Supports I R-972 W-3.5" R-972 W-3.5' P R O v E D N PLT TYP. Wave TPI -95 R Design Criterla: TPI STD CA 1 - - - F Scale -.25'/Ft. 07 --WARNING- TRUSSES REOUI4E EXTREME CAR[ IM FABRICATION, HABOLING, SNIPPING. INSTALLING AND N4ACIAG. REf1R TO MIB -P1 (HANDLING INSTALLING ANO BRACING), Du9L1SHE0 BY TPI (TRUSS PLATE INSTITOTE, W. y T C L L 1 6 . 0 P S F REF R427--47444 Q) TO SBS DFUNCTION OR N SUITF HOD. SEDINDI MI SSP1CH tOR SATETY PRACTICES PRIORATTACHED PE RiOlNIBO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROP [tlT ATTACHED (�p�A _p7 meq_ C7' 'C TIS, DL 10.0 PSF DATE 12/07/99 '—' STRUCTURAL PAHL$. BOTTOM CHORD SMALL HAVE A PROPERLT ATTACHED RIGID CEILING. ..IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIAE EN6INEEREO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ABT fAILORE T � BC DL 7 .0 PSF DRW CAUSR427 99341009 cc; L P I N E UILD TM[ TRUSSES IN CONFORMANCE WITH TP); OR FABRICATING. HANDLING. SHIPPING. INSTALLING ARC 0f TRUSS. THIS 0E 51r BBRACING SE51 CONFORMS WITH APPLICABLE PROVISIONS OF hOS (NATIONAL O[S16 x2002 BC LL 0.0 PSF CA -ENG J C J / GWH r^' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOI Oi fOGA ASTM A65S 61140 GALV. STEEL. EICEPT AS NOTED. APPL) COBNECTOAS TO * Dec 0 8 1 9 99 TOT.LD. 33.0 PSF SEON - 196994 [La OIL* [ACR /ACE Oi TRUSS, AND ESi OTHERWISE LOCATED DN 1015 DESIGN, POSITION CONNECTORS IFN ORAIIIAGS 160 A-1. 78E SEAL ON THIS DRAWING INDICATES ACCEFTANCE Of PROFESSIONAL ENGINEERING RE SIOASIBIL7TY SOLELY f00. THE CIV11. DUR 1.25 FROM E D •.+y1DC FngineelCd PILTduc[s, Inc. TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS '4% .FAC . . SBLFd�tO,(� 95828 CONPONINT FOAANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PIA OF SPACING 24.0' AN 511111 1.19PS SICTIOa E. (MARMEL-MARTIN / MELINE - [DGE] E-1 DGE/CARR [61SB] [1 -PLY TOP CHORD 2x4 OF -L #18Bet. :T2 2x6 DF -L SS: BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard rn CV PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. al (')THIS AREA SUPPORTS BOSTON HIP GIRDER LOADING FROM 6-0-0 JACKS TO BOTTOM CHORD ON ONE FACE. BOSTON HIP IS DESIGNED TO LLr' SUPPORT FACE LOAD NOT TO EXCEED 10 PSF AND 24• TOP CHORD OUTLOOKERS. REMAINDER TO SUPPORT 2-0-0 TC/BC SPLIT. o ADDITIONAL LOADING PER TRUSS MANUFACTURER z BC - 691 LB Conc. Load at 8.001- - .001 D '1 USE 9lnPyarl Cn E -- C-3 :_ Ca 0 y ci. 0 T-0 x r_, z z a.. W3X10 e THIS DMG PREPARED FROM COMPUTFR INPUT FI nnnc R n1A6AICTnNC1 CIIDMITTIII DV TDIICC MCD ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00' OC, BC (4 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (*) THIS MEMBER TO BE BRACED AT 24. O.C. 'I VIJA1.4(0J) E- 691# FIJ41L Em W3X14(B3) S f8( 0-0 L --2-6-0-J L --2-6-0-J L 10-5-8 I 3-10-4 I 6-8-4 ,) 21-0-0 Over 2 Supports R-1992 W=3.5• R-1561 W-3.5• �U;TTE. CUtU NTY Vi 14DING DEPARTMENT] APPROVED Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Stren th Nave TPI -95 R Design Criteria: TPI STD CA "WARNING TRUSSES REDO, EYTREMI CARE IN FABRICATION, SANDLERG, SNIPPING, INSTALLING AND •IYSi1TUtf.NESBS 1 - F Scale —.25"/Ft. C7i D'OM0f0.10 DNxAN" IIF 200•AIHAOISONHDYt0.ACf3119).PUFOaSHED By TPI SAfLTY PRACTICESPRIOR�OL,D C7� PERFOANING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED N! L_ TC LL 16.0 P S F R E F R427--47442 [77 SIRUCTURAL fAREIS, BOTTON CHORD SUAIL MAY, A PRO►FRIT ATTACHED RIGID CEILING. --• •IMPORTANT•• FURNISH A COPY 01 TRIS OESIGe TO 1HE INSTALLATION CONTRACTOR. ALPINE ENGINEER (� TC D L 10.0 P S F DATE 12/07/99 PRODUCTS. INC. $HALL NOT BE RESPONSIBLE FOR ANT DEVIATION FNON TNT$ DESIGN: ANY FAILURE BC OL 7.0 PSF DR4J CAUSR427 99341008 CXD BUILD INE TRUSSES IN CORFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALLING A ALPINE BNASPECING Of TIYSSES. THIS DESTGN CONFORNS YITAR APPLICABLE PROVISIONS Of NOS (NATIONAL DESIG P• B -0D• 0 BC LL 0.0 PSF CA -ENG JCJ/GWH V COhtltCTOHSIOI ANEPNAOESOFpROGA01 TASTNNA657AG0.lORGAIYANSTECIIRE[CEPTIASTROTEpND TAIPIYACO.NECTOAS TO W EACH 0709 01 MUST. AND �• Dec 08 1999 * TOT LD. 33.0 PSF SEQN - 196960 UNLESS OTHERWISE LOCATE. ON 1X12 Of SIGN, POSITIONCONNECTORS PER ONAYINNS 160 A-11. •TME SEAL ON THIS DRAPING INDICATES ACCEPTANCE Of PROf1SSTONAL ENGINEER LNG Alpine ED P um RESP ONSIBILITV SOLELY FORI CUE THE TRUSS COMPONENT 011111, SHOWN. TME SUITABILITY AND USE Of THE$ Sacr. CA 95828 �RnO�f1-119SNSECT104 2. BUILOT IG IS THE RES PORSIBILITT Of INE BU ILO U6 DESIGNER. PER (•`'VIy q� Dp akFt- DUR .FAC . SPACING .. 25 24. 0" FROM E.0 (MAKMLL-MARTIN / MELINE - [DGE1 E-3 [6'SB] [1 -PL TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L SS: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS BOSTON HIP GIRDER IS DESIGNED TO SUPPORT 6-0-0 JACKS TO ONE FACE. BOSTON HIP IS DESIGNED TO SUPPORT FACE LOAD NOT TO EXCEED 10 PSF AND 24' TOP CHORD OUTLOOKERS. (*) THIS MEMBER TO BE BRACED AT 24. O.C. W3XBa THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE ONG GAS98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF .RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X10(A1) TE3 HS2514 = W3X10(A1) o IJIVS-o-o p BUTTE COUNTY �2-6-0� 1-2-611 IL®CI G ®SPAR f 1YIEN L. 10-5-6 I 3-10-4 I 6-8-4 LQ 21-0-0 Over 2 Supports APPROVE R-1951 W-3.5" R-1951 W-3.5' z.. n Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Stren th,Wave TPI -95\R Design Criteria: TPI STD CA 1 - - F Scale —.25"/Ft. ^-' • •YARNING — TRUSSES TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND ( T T SAACIRG. REFER TO NIB- B1 (NAYDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE $BS 0FUNCTRIOION Ol FOR SAFETY ORACTSCLY PRIOR TO too.OTHERWISE 0%_0 TC LL 16.0 PSF REF R427--47446 T ERF04MIN N ESSTF SEMADISON. IC TE TOP CH, PEAFOANIRG THESE FUNCTIONS. UNLESS OTHERYISE IIDICA7E0. TOP CHORD SNAIL MAY[ PROPERLY ATTACHED $H V S7RUCIURAL PANELS. BOTTOM CNORD SHALL �� YYY TC DL 10.0 PSF DATE 12/07/99 ^' HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE IIISTALLATION CONTRACTOR. ALPINE ENGINEERED • ODUCT 'PRODUCTS. IYC. SNALI not BE BC DL 7.0 PSF DRW 70 ALPINE RESP0RS7 BLE FOA AY1 DEv(ATI ON FROM THIS DESIGN; ANT /AIL UAf TO BUILD iH[ iRUSSEi ltl CONfOpMANtE W[TM 7PI; OR fAB0.(C ATINO, HANDLING. LNG, SHIPPING. ItlG, INSTAllIN6 ARD BRACING Of TRUSSES. THIS OES16N COHFOAHS R -B 2OD2 BC LL CAUSR421 9934]010 WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBL'SHED BT lNE AN[RICAH 0.0 PSF CA -ENG JCJ/GVIH FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAGE OF 20GA ASTM T'C 6AN0 GALY. STEEL. ER CE PT AS NOTED. APPIT CONNECTORS TO' EACH �' De C 08 1999 * TOT.LD. 33.0 PSF SEQN - 196934 � w PmdA9S=s, SlI� IDGIIiD'(;A 9$�g '' FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OY THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PRO(ISf103AL ENGINE(RING SUITABILITY DESIGN SHOW". THE THIS ILY 1.1 THE TRUSS TAE COMPONENT RESPONSIBILITY Of THE BUI DINGDESIGNER. PER COMPONENTI/OA YANTI P ARTICULAR BUILDINGI ANSI/TPI 1.199S SECTION 2. CM1- P 'Vj),� , c D UR .FAC . 1.25 FROM E . D SPACING 24.0° This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A: CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Ili., the responsibility of the installer(builder, building contractor, licensed contractor,. en•ctorererection contractor) to aMperly receive, unloed. store, handle. install and brace metal plate connected wood trusses to protect life and property, The installer irnust exercise the same high degree of safety awareness as with any other structural! rzteriaL TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing S Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates I'coodition wher: failure to follow instructions or heec war1- ing will most likely result in serious oersonal njurV or death or damage to structures A& WARNING: A WARNING describes a condition wt are failure to follow instructions could insult in sevem personal injury or damage to structures. TRUSS` PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-590D truss industry, but must, due to the nature of responsibilities :nrolvec, be presented as a 3udeforthe use of a qualified building designer orinstaUer.Ttws, the Truss Plate nstitrr e, Inc. expressly disclai_rs any responsibi ity fordaria3es arising from the _se, application or reliance on the recommendatons and :rfformation contained herein by building designers, installers, and mhers_Copyright Cc by Truss Plate :Institute, Inc. All rights reserved. This docurr:ent or any part .hereof must not be reproduced in any form without written pe-missian of the publisher. Printed in the United States of America. TRjJSS`�STORAGE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Tnmsesshouldnotbe unloaded on rcugh terrain or u; - even surfaces wfttich could ca isa damage to tha truss. CAUTION: Trusses stored horizontally should be JA supported on blocking to preventexcessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced t:) prevent toppling or tipping. WARNING: Do not break banding until installation DANGER: Do not store bundles upright unlass begins. Care should be exercised in banding re--JA11A properlyhraced.Donotbreakbandsuntil:)mcles moval to avoid shiftin of individual trusses. are pl3ced in a stable horizontal positiom LWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. Frame 1 DAN'C ER: Walking on trusses which are lying flat is ext^emely dangerous and should be strictly prohibited. Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. U, &.1: PLUMB ?` ress .4e 12 —j3or greater 9' \ B• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater l Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. D 'in ii'p 50`p"ft' Up to 24' 1 3/12 t 8' 1 17 1 12 1/2" 2' Over 24' - 42' 3/12 7' 1 10 1 6 1" 4' Over 42' - 54' 1 3/12 1 6' 1 6 1 4 Truss i Lesser of Over 54' 1 See a registered professional engineer -� L(in) DF - Douglas Fir -Larch SP - Southern Pine D(in) i HF - Hem -Fir oy SPF - Spruce -Pine -Fir ti i i Lesser of o0� Ir D/50 or 2" ee �� ±1/4" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. U, &.1: PLUMB ?` ress .4e 12 —j3or greater 9' \ B• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater l Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. D 'in ii'p 50`p"ft' 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' N; TOLERANCE$ 1 50" 1/4" 4.2' Length 100" 1 2" 8.3' 1 L(in) 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' Truss i Lesser of 108" 2" 9' L/200 or 2" Depth i -� L(in) D(in) i ...........::::.:........................................ i i Lesser of Ir D/50 or 2" Lesser of ±1/4" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. N; TOLERANCE$ BOW 50" 1/4" 4.2' Length 100" 1 2" 8.3' 250" 1-1 /4" 20.8' L(in) 300" 1-1/2" 25.0' j Lesser of L/200 or 2" L(in) -� L(in) ...........::::.:........................................ Lesser of ±1/4" 1./200 or 2" L(In) .U200 L(ft) L(In) U200 ; Lrft); , 50" 1/4" 4.2' 200" 1 " 16.7' 100" 1 2" 8.3' 250" 1-1 /4" 20.8' 150" 3/4" 1 12.5' 300" 1-1/2" 25.0' j OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A& on unbraced trusses. Frame 6 l: Continuous CHORD TC)P CHC)RD. = Lateral Brace TOP CHORD;DIAGONALBRACE Required MINIMUM LATERAL BRACE SPACING (DBS) SPaN DEPTH SPAC:ING(LBs) # trusses ; nal bracing. Diagonal bracing should benailec to 32' 30" 8' 16 10 ver 3V - 48' P 42" 6' 6 4 ver 4f' - 60' 48" 5' 4 2 ver 6C' 1, See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Her; --Fir SPF - Spruce -Pine -Fir Y L The end aiagona9 brace fir cantilevered t usses must be played on vertical webs in line with tie support. 2x4/2x6 PARALLEL Continuous CHORD Top chord = Lateral Brace Required Top chords that are laterally braced can buc'rle togetherandcause collapse if there isnodiago• 10" or Greater nal bracing. Diagonal bracing should benailec to the underside of the top chord when purlina are attached to the topside of the top chord. All lateral braces lapped 7", at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Attachmer Required 1 pT,-Us eS " 49�SpF�HF� 2 0•C. 2 of =45° } t E 3 f WARNINGFailureto,followthese recommendations could result in severe ersonal injury or damage to trusses or buildings. 30" or greater 4 t2 F %RXLLEL CHORD TRUSS TOP CHORD Continuous Top Chord Top chorathatarelaterallybracedcan buckle Lateral Brace ' togethe andeausecolbpseHthereisnodiago- Required nalbraaing. Diagonal E•racingshould benailed totFe uncersdeof thetop chord when purlins 10" or Greater are attached :o the topside of the top chord. Attachment 15 Required 3 1 g Tr 01(0Bssess1 Trusses must have lum- ber oriented in the hori- All lateral _ zontal direction to use braces lapped _ this brace spacing. at least two trusses. X450 End diagonals are essential for stability and must be duplicated on both ends of the truss system. - J y • Frame 5 IA'WARNING: Do not attach cables, chains, or hooks to the web members. 760' or less Tag Approximately Approximately Line '/Z truss length '/z truss length Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately Y2 lo Y3 truss length Less than or equal to 60` Approximately 1/z to Y3 truss length Less than or equal to 60' Toe In Tag Line Toe In Tag Line A&WARNING: Do not lift single trusses with spans — greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing Is installed. Tag Line At or above mid -height Tag Tag Line Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUNDBRACING BUILDING INTERIOR GROUND BRACING BU1 DING EX`TE iIOR 1ACAUTION: Ground bracing required for all installations. Frame 2 Typi :al horizontal tie member wth m:iltiple stakes (HT) 12 --1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Tern rhm-1 All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Gn l� t `ems .0 92 0 Top chorda thae a rd laterally braced :an buckle together& d am seao1apse 8there Iona diago- nal bracing. Diagonal 3racins dhoutd be nailed to the underside of the top chord when purlins e are attach d tc the topside of the top chord v WARNINGA: Failure to follow these reecommendationscould result In severe personal injury or damage to trusses or buildings. Over 2V -42' 1 3.3 1 6' 9 1 6 Over 42" -60' 1 3.3 1 5' S 1 3 Over 6or See,.a eegistered professional engineer DF - Dou3las FFr-Larch SP - Southern Pine HF - Hem -fir SPF - Spruce -Pine -Fir Continu.xm op Chore I Lateral Brace All lateral braces Required lapped at least 2 trusses. 10' _rGreater i Attach7mn Requised! r.2@ Frame 3 Attachm Requirec PITCHED TRUSS ;. y �F Top chords that are laterally braced can buckle togetherand cause collapse it there is no diago- nal bracing. Diagonal bracing should be nailed nalbracing. CHORD - TOP CHORp DIAGONAL BRACE" MINIMUM LATERAL BRACE SPACING (DBS SPANPITCH SPA'CING(LB #trusses ... UD to 32 412 1 8'1 20 1 15 Over 32 48' 4/12 1 6' 1 10 1 7 Over 48'- 60' 4/12 1 5' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Tern rhm-1 All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Gn l� t `ems .0 92 0 Top chorda thae a rd laterally braced :an buckle together& d am seao1apse 8there Iona diago- nal bracing. Diagonal 3racins dhoutd be nailed to the underside of the top chord when purlins e are attach d tc the topside of the top chord v WARNINGA: Failure to follow these reecommendationscould result In severe personal injury or damage to trusses or buildings. Over 2V -42' 1 3.3 1 6' 9 1 6 Over 42" -60' 1 3.3 1 5' S 1 3 Over 6or See,.a eegistered professional engineer DF - Dou3las FFr-Larch SP - Southern Pine HF - Hem -fir SPF - Spruce -Pine -Fir Continu.xm op Chore I Lateral Brace All lateral braces Required lapped at least 2 trusses. 10' _rGreater i Attach7mn Requised! r.2@ Frame 3 Attachm Requirec PITCHED TRUSS ;. y �F Top chords that are laterally braced can buckle togetherand cause collapse it there is no diago- nal bracing. Diagonal bracing should be nailed nalbracing. to the underside of the top chord when purlins are attached to the topside of the top chord. 12 —� 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A& WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. AO Permanent I sP r'o. s continuous lateral bracing as specified by the truss engineering. All lateral braces lapped at least 2 trusses. Cross bracing -repeated at each end of the building and at 20' intervals. e , � �Ar i Frame 4` =490 AO Permanent I sP r'o. s continuous lateral bracing as specified by the truss engineering. All lateral braces lapped at least 2 trusses. Cross bracing -repeated at each end of the building and at 20' intervals. e , � �Ar i Frame 4` W m R z Ri m n m N m .w LIADLt GNU UtIAIL SIRONGBACK (NAIL TO LEDGER 12' O.C.) (BRACED AT 55' O.C.) �,-, A35 LEDGER (NAIL INH3(K 10 VERTICAL --i W/2-I0d NAILS) GABLE (K) SPACING FOR H3 = 56.0' O.C. REFER TO SIMPSON CATALOG C-9414-1 FOR PRODUCT ATIACHMENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (PI ) IX3- 2-8-0 2X4• 8-1-0 3X4• (N) DUR.FAC. 1.15 (G) SPACING PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD (S) Q Q O "`YARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFf0. IS HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (IRUSS PLATE 7-9-0 15-6-0 Q 7-9-0 Q INSTIIUI[. SB] O'ONOFIO DR., SUITE 100. MADISON, YI 5]119). FO0. SAFETY PRACTICES PRIOR 10 PIRFORHING (NESE FUNCTIONS. UNIf SS OIHE0.YISE IN0 CAI[0. TO CHORD SHALL HAYE PROPERLY ATTACHED (N) 6'O.C. RUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING.••IMPORTANT"" FURNISH A COPY OF THIS DESIGN 10 IRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED�T��--. PRODUCTS. INC. SHALL N01 BE RESPONSIBLE FOR ANY 011lA110N FROM THIS DESIGN: ANY FAILURE 10 BUILD 1HE ININ COAFO0.MANCE NI1H TP1: OR FABRICATING, NANDI ING. SHIPPING, INSTAllAl10N OR MAX O ©Z�T�RUSS I i 1 'lig �P BRACING OF 1R USS. S. THIS DESIGN CONFORMS WITH APDIICABIE PROVISIONS OF MDS (NAIIONAI O[SIGN (SI )� (SI > (M) 2X4 F.L. OR H.F. 92 OR / GTE SIP.ONGBACK BRACE 11113 UNU rMLI'AMLV rKUM WMrUILK IMrUI (LUAU) S UINLNZIILIM.) JUUM111LU DI IMU33 Mr M. is ROOF MATERIAL I OUTLOOKER I ;/f l GAELE END 2X6'OI 15 2X LEDGER COMMON TP.USSES STRONGBACK BRACED AT 55' D.C. (C) IX4 CONTINUOUS LATERAL BRAC1146 FOR BRACE (STRONGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIOPOINI OF EACH GRACE '/12-Bd CCOMHUM NAILS. 24' MAX GABLE ENO i (PI) PEAK PLATE TO MATCH COMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH #2 MIN. (SI) SPLICE PLATE TO 14ATCIi COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (111) )-EEL PLATE TO MATCH COMMON TRUSSES. TRUSSES WITH PITCHED O.C. ALSO. (0) OPTION TO WEB ELATING: USE (3)-2' WIRE STAPLES (0.072 DIA./15 GA.) IOENAILEO THRU CHORD INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), ( SI ) 6 (111 ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND D EXPOSURE '8' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX3- 2-8-0 2X4• 8-1-0 3X4• 13-6-0 OUTLOOKER 6 - 10d COMMON BLOCK NAILS / o ° 3-IOd NAILS EACH END I � I OUTLOOKER-CRITERIA 3.5' MAX. TYP. NOTCH e 24' 0. E. 1.5' MAX, 12' HIM 24' MAX 2X4 F.L. LUMBER GRADES LOA , MAX. LENGTH Y/ STRONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 HEIGHT. DUR.FAC. 1.15 FROM PBC SPACING PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD Q Q O "`YARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFf0. IS HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (IRUSS PLATE 7-9-0 15-6-0 Q 7-9-0 Q INSTIIUI[. SB] O'ONOFIO DR., SUITE 100. MADISON, YI 5]119). FO0. SAFETY PRACTICES PRIOR 10 PIRFORHING (NESE FUNCTIONS. UNIf SS OIHE0.YISE IN0 CAI[0. TO CHORD SHALL HAYE PROPERLY ATTACHED 1 1\I f� RUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING.••IMPORTANT"" FURNISH A COPY OF THIS DESIGN 10 IRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED�T��--. PRODUCTS. INC. SHALL N01 BE RESPONSIBLE FOR ANY 011lA110N FROM THIS DESIGN: ANY FAILURE 10 BUILD 1HE ININ COAFO0.MANCE NI1H TP1: OR FABRICATING, NANDI ING. SHIPPING, INSTAllAl10N OR ((A'ST O ©Z�T�RUSS i 1 'lig �P BRACING OF 1R USS. S. THIS DESIGN CONFORMS WITH APDIICABIE PROVISIONS OF MDS (NAIIONAI O[SIGN SPICIFICAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAI IO N) AND IPI. ALPINE CONNCTORS ANE HAD[ N A653 XCEPT AS NOTED. APPLY 10 EACH[FACE OF ANDX UNLESS1 OTHERWISE] LOCATED On THIS DESIGN. POSITION CONNECTORS[ PER O lJ �1 O OFAIH(GIRUSS 0[PICI(0 NFR[AANO SIALLNNO TCB C'0.[I ICO UPSEAL ONHI: ANYNOIHINGCRPNAYES ONLY 10 THE DESIGN 6 - 10d COMMON BLOCK NAILS / o ° 3-IOd NAILS EACH END I � I OUTLOOKER-CRITERIA 3.5' MAX. TYP. NOTCH e 24' 0. E. 1.5' MAX, 12' HIM 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHOUT BRACING (N) MAX. LENGTH Y/ STRONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 SEON - 25458 DUR.FAC. 1.15 FROM PBC SPACING 11 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 Us/pyq W. .9A yc ' r * YIL ��P CAO 0� TC LL 30.0 PSF TC DL 15.0 PSF BC DL PSF BC LL 0.0 PSF TOT.LD. 50.0 PSF REF R992 DATE 03/19/98 DRW CD112 " SEON - 25458 DUR.FAC. 1.15 FROM PBC SPACING C=) C`71 I=L.: rn L17 c--7 C= z C=3 C-3 a w WZX6(Al) W2X6(A1) a w c� z w w X2 -6-0---J 1-2-6-0-J z L_ 10-6-0 ( 10-6-0 d I 21-0-0 Over 2 Supports R-972 W-3.5" R-972 W-3.5' n.. Ln PLT TYP W (MARMEL-MARTIN / MELINE - E-2 COMN ITOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 'OC SPACING)) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 - ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, SC @ 72.00' OC. TRUSSES TD BE SPACED AT 28.0" OC MAXIMUM. 10 PSF BC LIVE LOAD PER UBC. -T- :2— �, ave 11-1-95 K Design Criteria: TPI STD CA 1 - - F Scale -.25"/Ft. ••WARMING•• TRUSSES AEOUIIE EETAINI CARE )N FAYRICATIOY, HANDLING, SNIPPING. INSTALLING AND 1 —j CD _RACIA6. 0.EF11 TO _18.91 (HANDLING INTTAIIIVG WD BRACING), PUBLISHED BY TPI (TRUSS PLATE IA STITITE, SB7 D'010►RID OR.. SUITF :DD. NAOIfoR. WI 57)19). FOR SAFETY PRACTICES PRIOR TO O�wy Q TC LL 16.0 PSF REF 4427--47444 [77 TER/ORNIBO THESE FUNCTIONS. UNLESS OINER VISE IRDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD �4 T C D L 10.0 PSF DATE 12/07/99 SHALL HAVE A PROPERLY ATTACHED RIGID CELLIYO. "IISPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPIAE ERGINEEREO ►40011.13. BC DL 7.0 PSF DRW ALPINE INC. SNALI COT BI RESPONSIBLL FOR AMY OEYIA110B FROM THIS DESIGN; AAT FAVOR[ i BUTlO TN[ TRUSSES IY COYF04MAACE Y11H TP1. OR fAB0.70AT1N6. tlAYDLItG. SHIPPING. INSTALLING AN BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH 0-2002 B C L L 0.0 PSF CAUSR427 99341009 CA J C APPLICABLE PROVISIONS OF NOS (NATIONAL DISI6 SPECIFICATION PUB ITSUED BY THE AMERICAN -ENG J / G WH FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE DecQ B CVi7 COAAECTORS ARE MAOI Of FOGA ASTM A657 6210 GALT. STEEL. EICEPT AS NOTED. APDL/ CONNECTOR$ TO EACN FACE Of TRUSS, AND UYL 1999 # * TOT. L D . 33.0 PSF S E Q N - 196994 • �1,, �ngllleaed Plodulxs, lnc. sB�10,cA9sers Eff OTHERWISE LOCATE EO ON THIS DC SI G_, ►OS.TI.A CON.ICI.As PER CRAVINGS 150 A-1. TtlE SIAL OR THIS OR AWING INDICATES ACCE/TARGE 0► DESIGN Snob(%. P4DFE SS IONAI ERGTY AND U ,I NEERIVG RESPONSIBAlplx [OMPON[YTIFOR Ag YLITY L PARTICULARELY FOR EBUILDINGUSS 0 ISTHEOf THE BUILDINGTHE DESIGNER. PER )NES ANS m, !•1995 SECTIO_ 1. %/� CIV11- DUR.FAC. 1.25 FROM E. D SPACING 24.0' (MARMEL-MARTIN / MELINE - [DGE1 E-1 OGE/CARR (6 -SB] [1 -PL TOP CHORD 2x4 DF -L #18Bet. :T2 2x6 DF -L SS: BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard C7�- CV PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CZ: (')THIS AREA SUPPORTS BOSTON HIP GIRDER LOADING FROM 6-0-0 JACKS TO BOTTOM CHORD ON ONE FACE. BOSTON HIP 1S DESIGNED TO SUPPORT FACE LOAD NOT TO EXCEED 10 PSF AND 24" TOP CHORD OUTLOOKERS. REMAINDER TO SUPPORT 2-0-0 TC/BC SPLIT. Q ADDITIONAL LOADING PER TRUSS MANUFACTURER z - -- --- ------ - BC - 691 LB Conc. Load at 8.00 = D'l uSE slrlPSor1 NL)�,;, H v 1� 0 a cz. 1� w Ix 9-3 ^`'�"�/ m ,j, 691 ^�y1� �' W3X14(B3) Em z (D) r^� F B-0-0 w X2 -6-0--J L*2-6-0--J z c� lr 10-5-8 I 3-10-4 I 6-8-4 21-0-0 Over 2 Supports R-1992 W=3.5' R-1561 W-3.5' n.. Lr Note: All Plates Are W1.5X4 Except As Shown. N _ PLT TYP. High Stren th Wave TPI 95 R Desi n Crite i TPI STD I C7� C70 •ALPINE L> w - C= ca $atT.P!. CAP 95M8 ' IENc. W3X10 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS.MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (*) THIS MEMBER TO BE BRACED AT 24' O.C. .I r a . '"WARNING-- TAUSSES REQUIRE EITREME CARE 18 FABRICATION, RABBLING. SNIPPING. INSTALLING AND BRACING. REFER TO RIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 565 D•ONOFRIO OR.. SOITE 200. MADISON. NI 33119). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL RAYS PROPERLY ATTACHED STRUCTURAL PARELS. BOTTOM CHORD SHALL HAVE A PROPEBLT ATTACHED 111610 CEILING. '•IMPORTANT•• FURNISH A COPY 01 THIS DESIGN TO INE INSTALLATION CONTRACTOR. ALPINE ENGINEER PRODUCT$. INC. GHALL NOT BE RESIO NSIBLI. FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. MARBLING. SHIPPING. INSTALLING A GRACING Of TA BfSE2. THIS DESIGB CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIG SIECIF TCA TION PUBLISHED BY 'HI AME. ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONBECTORS ARE HAD( OF 20GA ASTM AM GR10 GAL.. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE IOCATEO ON THIS DESIGN. POSITION CORRECTORS PER DRAWINGS 150 A -I. THE SIAL ON THIS PRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FON TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CONFORM FOAANY PAN IICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIG4I4. PER AIIST/TPf 1.1995 SECTION 2. W. Dec OB 1999 1'L.8-0-0 CA/ -/l/ -/-/-/F TC LL 16.0 PSF TC. DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale—.25"/Ft. REF R427--47442 DATE 12/07/99 DR W CAUSR427 99341008 CA -ENG JCJ/GWH SEQN - 196960 FROM E.0 .. , I%AKMLL-MARTIN / MELINE - [DGE] E-3 (6 -SB] [1 -PLY]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L SS: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard SEE DWG GAS98117 FOR ADDITIONAL REQUIREMENTS, IN LIEU OF RIGID SHEATiIING USE PURLINS TO BRACE TC PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 24.00` OC, BC Q 72.00" OC. THIS BOSTON HIP GIRDER IS DESIGNED TO SUPPORT 6-0-0 JACKS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TO ONE FACE. BOSTON HIP IS DESIGNED TO SUPPORT FACE LOAD NOT TO EXCEED 10 PSF AND 24' TOP CHORD OUTLOOKERS. 10 PSF BC LIVE LOAD PER UBC. *) THIS MEMBER TO BE BRACED AT 24' O.C. W3X8 a W3X10(A1) sa HS2514 m W3X10(A1) mI L --2-6-0-J X2 -6-0-J L 10-5-8 ( 3-10-4 I 6-8-4 1 21-0-0 Over 2 Supports R-1951 W-3.5" R-1951 W-3.5' _T..8 0 0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Stren th,Wave TPI -95\R Design Criteria: TP[ STD CA - 1 - - - F Scale -.25"/Ft. •WARNING •' TRU SSES REOU7 RE EXTREME CARE IN FABRICATION , HANDLING . SHIPPING INSTALLING INSTALL [116 AND I •BAAC]IG. REFE4 TO HI 91 (DAWDLING INSTALLING AND BRAtIN6). DUHIISN(D BY TPI (TRUSS PIAT[ ()�vi!y TC LL 16.0 PSF REF R427--47446 "S1,1011. 507 O'ONOIAIO DR.. SUITE 200, MADISON. Y[ S3719). FOR SAFETY PRACTICES Pilot TO TC DL 10.0 PSF DATE 12/07/99 PEAf00. NIIC THESf IUHCTIOD S. UNl[SS OTNEAY ISE 1(DICATEO, TOP tXORD SHALL HAVE PROPERLY ATTACHED S7AUC7URAl /AYEI i. BOTTOM [YOAD SHALL NRYE A 10.0PEAlT ATTACHED RIGID CEILING. ••iMPOR iANT`^ FUR YISM A COPY OF iN IS O[SIGN TO THE INSTALL AT[Otl LOtl T0.AC TOA. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSR427 99341010 • PRODUCTS. IY[. SNAIL Y07 H[ RESP 04 S7 HLE i0q AYY DEVIATION FROM THIS DESIGN' Atli SAIL UAE i0 BUILD Ttl( IN IU CONfORMAttE Y(TN TPI; OA FABRICATING, XANDIING, SMlfiltlG, ItlSTAllIN6 AYO A L P I NE DRACIN6 01 TRUSSES . THIS DE516R CONFORMS Y17t A►plltABlE PROVISIONS 0/ NDS INATIONAI OESf6R Ci -3 2002 BC LL 0.0 PSF CA -ENG JCJ/GWH SPECIII[AT ION pOBLISNCO BY 7X( AH[gICAH FOREST AND PAPER ASSOCIATION) AND i►1. ALPINE CONYL[10R5 AREMAO( OF 20GA ASTM A657 6A4 0 6AIY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO t Dec 08 1999 * TOT.LD. 33.0 PSF SEQN - 196934 b. 1 EACH FACE DI It DSS, AND UYIf SS OTHERWISE LOCAI[0 01 Td1f DE516tl. IOSITION CONI[Ci0g5P[R C� 00.ANINGf 160 A -t. THE SEAL OY THIS ORAXIb6 INDICATES ACCEPTANCE Of PROFESSIONAL fN61Nf [RING � (,`M� �*SETRUSS THE n$1I10B�1p, C,A9�$$'ja��'' [ONPOYEYTIf00.YANY LPARTICULAR EBYILO[M60150TNf RESPONSIBIDESIGN I/lTY 0/ THE SUITABILIDESIGNER.TY AND TXIf. 'Yj���, DUR .FAC. 1.25FROM. E. D ANSI/TPI ,•IRAs SECTION 2. ` SPACING 24.0„