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047-680-003
047-68-"03 00-14 WILLIAMS, DAVID M. COMICE CT. CIUCO CONTR: OWNER NEW SINGLE FAMILY DWE1 NOTES RESIDENTIAL 047-68-"03 00-1442 PERMIT NO. WILLIAMS, DAVID M. 1—" CO MICE CT., CIRCO + CONTR: OWNER NEW SINGLE FAMILY DWELLING L/� aC OFFICE COPY }} Address�L�Z� 4s GAS I Meter7BY Date t. I ELECC Date 4 Meter SPECIAL CONDITIONS CHECKED BY r SRA i� FLOOD CERTIFICATE REQ. r f FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY `USE PERMIT CONDITIONS - SUB-STANDARD HOUSING LETTER OFFICE COPY 67' I Address GAS .l Date � Meter By 4 ELECTRIC pate Meter By - --- JOB FINALED (Dat Signature - r V= OK 0 = Not OK - = Not Applicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. _ Zoning Requirements -Setbacks -Easements ' 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Exits; Insp.-Sketch 7. Well Clearance & Disconnect 8. Utilitv 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 Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-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 J = OK 0 = Not OK - = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date Umfferfloor (Plans) OK except #'s .. g ' g -Setbacks -Easements -Flood -Slope 2-0'Ftg.,Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3_Pig., Garage; Soils -Steel -Elea Grnd.-/ /" Ftg. Depth r �f Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth temyralls, Main; Ste el- Blockouts-Wrapped Hold Downs and Special Anchors rJ l6J- Cp 1,7. Slab, Steel -Wrapped t,15 8. Pier - fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date L Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MR&ANICAL (Permit) OK except #'s 3e A.C.,BLcts Insulation & Support 36._Agt.Ran, Exhaust above insulation 37..Aondensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date 4L, Card B-1 Date Card B-1 Date r I Card B-1 Date Card B-1 DateFRAMING (Permit) OK except #'s Proper Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing 4 Stop in Walls (rat proof) 4 Fire tops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing Date FRAMING (Continued) t 4 angers -Post Caps -Anchors -Connectors Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. fireplace Ties or Type A Flue -Fireplace Throat Clearance A Attie Access; Size & Romex Protection -Draft StoD-Ins. Baffles W drm. Windows or Exiting Doors -Sill Ht. & Dimensions 1. age Fire Protection Framing P erty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits 51(',91airs; Width -Headroom -Rise -Run -Landing -Fire Protection 51f Xvwood on Roof Overhang -Attic Vents -Ratter Outrioaers 96. Siding -Nailing Veneer -� 57. Stucco Mesh -Drip Screed -Fd. Vents-UnderfOAccess 5 lazing Area -Glass Protection -Skylights -Plastic er Walls; Nailing -Bolts Br ce Interior/Exterior Wall Panels ulation-Walls-Ceilings -G(J Infiltration -Walls -Windows Date t/ / Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s xt. ps,a-b6r & Sidelight Protection -Landings oke Detector Furnace Vents -clearance -Comb, Air -Connector - In Gar ge; Ab6ve Floor -Ducts -Mach. Protection m Exiting G Bath Fixtures & Tub Access -Spa 69'-Elec. Trim & Subpanel, Breaker Sizes & Labels 70.k i Stove, Clearance -Hearth �ets at Wood Panel, Int. & Ext. it. Fixtf& A ptiance; Ground -Air Gap -Cooking Clearance 3 utlets & Receptacles at Kit. Counter tiara ire Door; Swing -Landing -Closure U -A -C. D in Garage -Damper Htr.; Vents;Clearance-Comb. Air Connector-P.R.V. in Garage;Above Floor -Mach. Protection 7 EI" Mech. Equip. Listed for Location 18 . Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caos 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor, O Yes 82. Following Instld./Drive No/Walk s 0 No/Planters s J No 83. Stucco Brown -Finish to tett, Electrical, G.F.I. Recepta gut House 90' rrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 9P )Abler & Sewer Connected -C/O to Grade -HD Approval 93. Ener 6mpliance Certificate -Other Certificates ddress Posted Date Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P BING (Permit) OK except #'s r Htr.; Vent -Access -Combustion Air Baffle Water P' ; Test & Anchor -Nail Protection 1 V.; Test Fittings & Anchor -Nail Protection / 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22 -'Gas Pipe; Sixe & Anchors Date iL L Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. PXmex Installed Close to Edge of Studs & C.J. . Vuip. Ground made up w/Meth Fasteners -Bond Gas & Water 2&/2 Appliance Circuits in Kitchen & Co ctor Size GF Subfeed Wire Size / / ga. Cu or -A, . Wire Size / / t a r Al 30. Range Circle / / gaa Cu or AI -Oven Circ. /.atGe / or Al I 'sulated Neutral 'p Yes O No 31. 4Service-Riser Conductors & Ground Main Disconnect 32 Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 3#1 Smoke Detector Date L Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MR&ANICAL (Permit) OK except #'s 3e A.C.,BLcts Insulation & Support 36._Agt.Ran, Exhaust above insulation 37..Aondensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date 4L, Card B-1 Date Card B-1 Date r I Card B-1 Date Card B-1 DateFRAMING (Permit) OK except #'s Proper Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing 4 Stop in Walls (rat proof) 4 Fire tops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing Date FRAMING (Continued) t 4 angers -Post Caps -Anchors -Connectors Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. fireplace Ties or Type A Flue -Fireplace Throat Clearance A Attie Access; Size & Romex Protection -Draft StoD-Ins. Baffles W drm. Windows or Exiting Doors -Sill Ht. & Dimensions 1. age Fire Protection Framing P erty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits 51(',91airs; Width -Headroom -Rise -Run -Landing -Fire Protection 51f Xvwood on Roof Overhang -Attic Vents -Ratter Outrioaers 96. Siding -Nailing Veneer -� 57. Stucco Mesh -Drip Screed -Fd. Vents-UnderfOAccess 5 lazing Area -Glass Protection -Skylights -Plastic er Walls; Nailing -Bolts Br ce Interior/Exterior Wall Panels ulation-Walls-Ceilings -G(J Infiltration -Walls -Windows Date t/ / Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s xt. ps,a-b6r & Sidelight Protection -Landings oke Detector Furnace Vents -clearance -Comb, Air -Connector - In Gar ge; Ab6ve Floor -Ducts -Mach. Protection m Exiting G Bath Fixtures & Tub Access -Spa 69'-Elec. Trim & Subpanel, Breaker Sizes & Labels 70.k i Stove, Clearance -Hearth �ets at Wood Panel, Int. & Ext. it. Fixtf& A ptiance; Ground -Air Gap -Cooking Clearance 3 utlets & Receptacles at Kit. Counter tiara ire Door; Swing -Landing -Closure U -A -C. D in Garage -Damper Htr.; Vents;Clearance-Comb. Air Connector-P.R.V. in Garage;Above Floor -Mach. Protection 7 EI" Mech. Equip. Listed for Location 18 . Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caos 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor, O Yes 82. Following Instld./Drive No/Walk s 0 No/Planters s J No 83. Stucco Brown -Finish to tett, Electrical, G.F.I. Recepta gut House 90' rrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 9P )Abler & Sewer Connected -C/O to Grade -HD Approval 93. Ener 6mpliance Certificate -Other Certificates ddress Posted Date Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: FROM : LOERKE INSULATION CO.,INC. t :'.. . LOERKE INSULATION CO., INC. 18350 comice Lot 3 Butte FAX NO. : 5308918560 ;� $f ...... ...... _ Chico Number and Street Mar. 26 2001 09:28AM P1 INSULATION CERTIFICATE City — -- -- Goun3jr— Snub imsion DESCRIPTION OF INSTALLATION 1. ROOF Materia! _.. _._._ _-- Brand Name. -.__-- Thickness (inches) _ Thermal Resistance (R -Value) 2, CEILING Batt or Blanket Type.. Fiberglass Ratts Brand Name Johns Manville _ _... ................ Thickness (inches 12.25 _ Thermal Resistance (R -Value) R-38 Loose Fill Type Fiberglass — Brand Name Johns Manville Contractorls min. installed weight ft sq. 0.659 ib. Minimum Thickness 13.00 inches. Manufacturers installed weight per square foot to achieve Thermal Resistance (R Value) R-38 3. EXTERIOR WALL Material ._--Fibarglass Batts __.-.._ _ ... Brand Name - Jobas Manville Thickness (inches) 3.5 ...... ......._..... Thermal Resistance (R -Value) R"13 4. RAISED FLOOR Material Fiberglass..Batts__.: Brand Name _._.tahns Manville. Thickness (inches) . ----- Thermal Resistance (R -Value) 5- SLAB FLOOR / PERIMETER Material ....._.... - -- --- Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches),......., ...... S. FOUNDATION WALT. Material Brand Name Thickness (inches) _ Thermal Resistance (R -Value.) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficien Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on thetertificate of compliance; where applicable. -"C AQ `� LOERKE INSULATION CO., INC. - .......:.....a�� bi Item s na ure; e . :' Installing Subcontractor (Co. Name)TSr General Contractor (Co. Name) Or Owner ltem #s Signature, CSate mal rf ng �u6contractor (Co. Name) Or -- General Contractor (Co, Mame) Or Owner em #s Signature, Date — -- Installin SuGcontractor (Co. Nairne. Or-- General Contractor (Co. blame) Or Owner COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 'Z OWNER ` PERMITNO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you �pve any questions pertaining to this matter, or need additional explanation, please contact thjs office immediately. r �j +1 DateV2 71cl r Inspector REV 10/92 GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 u i7LC ,3L Lit pCA� -LC- le- / G( aµC a� u� r.e �v Tie COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DI V 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7IV _144 �• (Rev.12/96) APPLICATION AND PERMIT ASSESS0 P 0. ER �M OC 003 ZONING SR -1 BUILDING PERMIT OWNER DAVID M WILLIAMS TELEPHONE 893-5850. SO. FT. OCC. BUILDING VALUATION 2501 R 135 054.00 OWNERS MAILING ADDRESS PO BOX 243, CHICO 95927 536 COV 6,968.00 CONTRACTOR'S NAME NONEZOWNER TELEPHONE 870 U 660.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER TRT COUNTIES RANK Fireplace A 1500.00 LENDER'S MAILING ADDRESS MAZRWE AVE Total Valuation Is ARCHITECT OR ENGINEER GREG PEITZ LICENSE No. C21283 Fee $ 20.00 -Filing Permit Fee $ 849.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 1AR3 RIO 1-1-NDO AVE Plan CheckingFee $ 992-19 SUILDINGADDRESS .7 G� Energy Plan Checking Fee $ 23.00 $ C4 cn PERMIT FEE S LOT NO. SUBDNWONSNMN PARK (� PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap I Al 7.00 qg 00 USEOFSTRUCTURE SF ❑ XDuplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 is nn TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 4 BR SF Gas piping system 1 - 5 outlets 15.00 15 oo Building sewer 15.00 15.00 Mobile Home I S I G I W I 4:@20`::O: PERMIT FEE $ 178.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2�aon oa'ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 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 should become subject to the rkers' compensation provisions of section 3700 of the Labor Code, I shall o comply with tho a oVyvisions. ` /1,� X Date /„ 2Z " Signature of Applicant - ❑ Owner on ctor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demol' ' n or cons tr on of structures over 3 stories in height.- Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR so OR ADDNS. ( 6 ACC. BLDS. 3.5,T, 63 NEW CONST.117 NON-RESID. MULTI. . OUT CIRCUITS @7.50 a SINGLER AOUTLET CSI R. Ex. OCCU OUTLET OR FIXTURES 200 1'00 BAL @ .50 FIXEI Ex. Occup.OUTLETS DFR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 160.63 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 6.50 Ventilation 18.00 PERMIT FEPE $ 84.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ TOTAL FEE $ 1913.78 HA2. D. FEES IMP FL09D COF PARCEL PO nG T�iS X X X This permit is hereby issued under the of the Butte County Code and/or indicated above f911 whic fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date peTe Receipt No. 294715/$1904.78 ' WHITE-D.D.S.-B.D. CANARY-ASSESSOR'PINK-INSPECTOR GOLD PPLICANT I COUNTY OF BUTTE - DEPARTMENT OF OEVELOPMEN , SERVICE - BUILDING 01VISION 7 County Center Orive • Oroville, California 95965 • Telephcr,� .5.31)) 5.38-7541 PEPS Q,9e► _ APPLICATION AND PERMIT J waasa���w BUILDING PERMIT Awa ��i ��,J :OMiMC"rOMa W1Y/ u:woo» .wsw ZM ANC►R1ECr OR 0110011M Mc.ereer on aw7 t, I euacaa.00ms SO. I CCC. Fireplace— Total Valuation Flinn Fee Permit Fee Plan Checking F Sner(3v Plan Cho BUILDING YALI,'ATION 0119 Zf ;-- -- Ls► tip too, is C-) G lJ S i S 2G Fee ACT Al C:0 - PERMIT FEE iorw rws L rw PLUMBING PERMIT i Each Trap LMEOPSTRUCTURE SOW or heat pump water heater vp SF ,—& Duplex O Mobiehorne 0 Other Water piping ra'ecra i Each gas water heater or vent TYPE OF WORK Gas piping system t - 5 outlets New )K Addition O Remodel 0 Utares 0 Inso tion 0 Other O Building sewer Mobile Home j S ! G W Describe Work: �/L� `? Gr � PERMIT FEE ELECTRICAL PERMIT eoo+r aw uos Main Service noon an urea Main Service ( soon ro 1000A ) S i S S EX. OCCU . OUT Er OR FWr-*rt ratio �►rt►i. on Ex. Occup. ounEn ea+o. ei 1 5.00 Temporwy Service 29.00 Mobile Home Facilities 20.00 I PERMIT FEE! S i (,, i (%' � I MECHANICAL PERMIT Fling Fee 1 20.c Heating Cooling Hood Ventilation Mobile Home Installation Fee = Energy Inspection Fee °" I C°"`r ry.e TOTAL FEES This permit is hereby issued under the applicable provision of the Butte County Code and/or Resolutions to do wor, indicated above for which fees have been paid. By PERMIT EXPIRES ON Oats Pr' COUNTY O ; BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �vT O • TY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 .a . j "k PERMIT APPLICATION DATA SHEET _ OWNER �YG �� ASSESSOR PARCEL Proposed Build' g Use- � /l.,.s/ 44- �i Building Inspector: .00 At time of permit application, I wasT advisedvthe following data must bi(s6finfted priori'to5 bdr6ift process.ring and/or isPsuance: ut Date Received By 1. All items have been submitted-------------------------------------------------------------------------------------- I 2. Plot plans, 3/4 sets, signed by the preparer of plans. --------- qt- -QQ------------------------------------- Q ❑3 s-`_ Complete plans, 3/4 sets, signed by the preparer of plan-_ ------_- ---------------------------------- V' V� Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- r �❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation.--------------------=-----------=------------------ " \197. Statement of Intent for Non -Heated and A/C BuilLiggs.-------------------------------------- )----------------- ' 1 ❑ 8. H dour Material Form. ------------------------------------------------------------------------------------------ 09 anufactured oin data and installation instructions including Tie Down Specifications sr-- ------ 0"10. Fees of $ - - "� _ vv --------- ,v / ❑Impact fees as shown on the attached schedule. -------------------------------; --.----- ----------------------- U2"California Department of Forestry plan approval/fees. -- - � 7�� �� [7,13. God elevation certificate.----------------------------------------------------------------------------------------\ . Sanitation and plot plan approval LO Health Department. ------------------------------------------- lr J-zi "Q 15. City of Chico plumbing permit.-----------------------------------------------------------------------------------t ❑ 16. Plot plan and business license approval from City of Biggs. ---------------------- ❑❑17. Planning approval for (A) Use: �/ (B) Parking: -• U18. Contact Land Development about • provements, ❑ Drainage, gal Parcel. ;;�,,,' ❑ 19. Encroachment;Permit for driveway (construction approval prior to occupancy). ---• 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification).,) ❑22. Workers' Compensation. cairier and policy number. --------------------A---- 1123. Owner -Builder Verification (Given to owner El, Mailed to owner ❑). ---- 024. Letter of signature authorization. ------------------------------ ❑25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ------------------------------- El 27. Manufactured Home utility clearance. ----=1--= ------------------------------------------------------------------- 1128. -=------------------------------------------------------------------- ❑28. Existing violations and/or expired p rmits.----------------------=--- !---------' ------------------------------- 1129. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C:D $ , ' .--------------- 030. -------------- ❑30. Other: ; 1v -------- �Wh�you issue the permit, process as follows 11 Mail to owner, ❑Mail to contractor. '►DTelephone �� ��{S� and hold forpickup at -Office. ❑ Deliver inspector. ph t:2- Z Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other:Date: .� U . BY: 1. Index permit application for the above items numbered: Check List 2. Additional items required: 1. V"j ' Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above ed data by 11 phone, ❑ mail, ❑ Buildin Divi ion counter, by ate: Plans reviewed by: Date: j - 00 Plans approved by:Date: GO 11 Sets of plans on hod in ❑ Plan Cabinet, A.P. folder. Note transfer by: MAL Date: Vallnur r—, - n.-+---+ -1---.•...-..a 0—.:--- r' --_u'-- ^'--• TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan AM:achade—f Raw Plan Attac d 3 Sant to B.D. Owner Location AP# Plan Approved for: Sewage Disposal X' Water Supply: Public Private Well X Clearance for c#VV%-. 9 g. Other Hold final for: Final clearance O.K. for: NOTE: C • /nV! ay. Environmental Health Specialist 8/96 7= o / Date ^.-y`_.jh :r...�--„.c�,,.. ^Ir'tcK'x+`,v v�,'•.�'Mwl”ttlF-�+^nrfl"'M•.^mrt'.�'w"."'gkrV5w+7�r'r'+`+.,,y.r�'/^aM'�l.M.a+w'^w.�..+•+7M�((s`�'si...•t+-rt.r,wrrWR'fA�A!y.Wr*Mrr�.n:�n-^+' .'i'rv'...: .r BUTTE COUNTY PARKS DBVEI,OPN$NT FBS CERTIFICATION FORK CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) N-7 $Q 00 3 Property Owner T)6(,kJICA ��\ a,rr S Project Location/Address ��yYl.1 Ge Gt.. - Subdivision pj(,( �'t,QXYUYI .VLf—� Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units V_"6j Comment: g2oo Building Depa ment Rep esen ative Date Chico Area Recreation and Park District(CARD) certifies`,that (App Yom . cc � " (Street Address) (City) (State)';. (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by - payment for ' dwelling units @-$1,189 for total payment of 14, QQQ0 _4xz� 0,11A. CARD Representative ate PAID BY CHECK NO. REMARKS: BANK NO. (qC) 3eq PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (.form revised 11/90) 08/14/00 P0726 2:57M M Rk-79E TOL. $1189.90 Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. r ,y—1 r � Y BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One forst per Building) School District (/ Building Department No. A.P. Number'VU 3 Jurisdiction: City ©County Property Owner Property Location/Address L o -T Co o4 % G Subdivision ///j/)j�r/1/� �]��� Lot No. ................................................................................................................... Residential Development 0 0 € Sq. Footage (� TV I No of Living Mobile Home Addition/ ''Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): €................................................................................................................... Commercial/Industrial New Additior. Building poor rians reviewea ov acnow uisinct District Identification No. n I — Q () /) R Sq. Footage (Including Exterior Roofed Areas) Al2-a Date School District certifies that I W , ( ) 10—"01 9 - (Applicant) (Street Address) Y (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. �% by payment of $ 7 F representing �{� square feet. AB 2926 $ FULL MITIGATION $ ' �A /1 1 ✓ �'� 7— /3 -cx) School, District Representative V Date Paid by •Check # (' Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), k this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm rT' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER V / SCHEDULE OF FEES DUE V/�q PROPOSED BUILDING USE 1i/1!'V Ah I b"- 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ _ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Bui ing Division) Residential ........ x $360.00 Units Commercial (sq.ft.) Sq.Ft. x $0.03 = $ _ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. '-"/5. RECREATION DISTRICT FEES (paid at District Office) 110 ,v _ 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $ 0.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. 00 Y7-1�i0�'�!D�j DATE RECEIPT It DATE REC, /l (5e a; -d At time of permit application, I was advised the above fees arg, required to be paid prior to issuance of the building permit. These fees may be changed during the plan checki g process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) JUN.-20'00(TUE) 09:43 FIDELITY TITLE �- RECORDING RIP—QMTIED 33Y FBI.F,LITY NATIONAL TITLE CO. A*%'p:t%-KE.4-i Ci:CORDEt) ,%L1ILTO: BI;TTECOUINTY BUILDING DIVISION 7 COUNTY CENYER DRIVE OROMLE CA 95963 TEL:916 533 1526 P.004 COPY of Document Recorded 20 -Jun -2000 2000-0022670 Hae not been compared vith original BUTTE COUNTY RECORDER A GRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents or this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fent lmrs; and from the pursuit of agricultural operations including, but. not limited to cultivation. plwting, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State or Califomin. described as follows: Date (v - J_- CELS_- 1, MY OWNERS: state of California ) Count; oP �� On ZWO before Personally appeared T -)Q uC-1 %17' 14011 Gf�i.S' -_- penonalh• known to me (or proved to me on the basis of satisfactory evidence) to be the person(&) whose name(s) Islare subscriber! to the ssithtn instrument and acknowledged to me that hels6elthey executed the same in htslher/their authorized capacity(ics), and that by hlilherltheir slgnatum(s) on the Instrument, the person(s) or the entity upon behalf of which the person(&) acted, executed the Instrument. WITNESS my hand and official seat. REBECCA L, 8LE460E C&nrdNoRb1c I1JS502 hflr CPSI Buft carry, Caww'k r Sign to MYCoWWa►E+p.APO,19.2D01 A.P.= 70' C1 d9ts = OZ TO—VT --A'et JUN. -20' 00 (TUE) 09:44 Parcel I: FIDELITY TITLE EXHIBIT "ONE" TEL:916 533 1526 Order Nu. 203392 Lot 3, as shown on that certain Map entitled, "Autumn Park Subdivision Phase 1 ", filed in the Office of the County Recorder of Butte County, California, on August 12, 1999, in Book 147, of Maps, at Page(s) 99, 100, 101 and 102, Parcel II: A 30 foot wide emergency access easement over Lots 1, 11, 12, 17 and the remaining land, as shown on that certain Map entitled, "Autumn Park Subdivision Phase 1 ", filed in the Office of the County Recorder of Butte County, California, on August 12, 1999, in Book 147, of Maps, at Page(s) 99, 100, 101 and 102. Parcel III: A 20 foot wide water line easement over Lot 21, as shown on that certain Map entitled, "Autumn Park Subdivision Phase 1 ", filed in the Office of the County Recorder of Butte County, California, on August 12, 1999, in Book 147, of Maps, at Page(s) 99, 100, 101 and 102, Assessor's Parcel No: a portion of (047-260-138) 2 P. 005 IkN REVIEW RESPONSE ORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. Ii this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WXM REVISED AND ORIGINAL PLANS OWNERS NAME DATE: 0A Y) WJAL I P M5 -9 ASSESSORS PARCEL NUMBER PERMIT NUMBER 0 d - 0OD' z DATED: G WN rnvyi'I ///v ►5c64 V� !'I/PE4- Io Iry - oT fz tM PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: )"imiepp LOCATION ON PLANS/CALCS: To L2 z ag t c M TS: o F004014r ON �.. TTM N stet N N 7 O Z CA S rH OWI* 40j nl ')+C- VIARn A;,g ?'o YME s ls-n * l l N 9V'w TWO oT l W r >-►,� dr- I ll4 , IYft" 1 N F aw-- 4) P S PA R� h>✓ 2 lap A S t WN rnvyi'I ///v ►5c64 V� !'I/PE4- Io Iry - oT fz tM PLAN CHECK ITEM # 2 RESPONSE BY: ����a�/�u oy✓ )"imiepp LOCATION ON PLANS/CALCS: To L2 z ag t c M TS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: } .3 PLAN CHECK ITEM # RESPONSE BY: 10#4 LOCATION ON PLANS/CALCS: eno COMMENTS:KWAaApo &6e 10 PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: August 2, 2000 David Williams P.O. Box 743 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047*680-003 Building Permit Number: 00-1442 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional 'response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Explain the discrepancy between the foundation plan and the floor plan for the dimension noted at the garage which shows. a dimension of nine feet total from small wall to front of the garage and the foundation plan which shows this same dimension to be over eleven feet. Is this dimension for the depth of the garage in this area? For the length of the wall to the right? Provide the dimension of the garage from the rear wall to the front of the garage. 2. Provide design for mechanical load on truss E2. 3. Architect is to provide a letter that he has reviewed an approved the truss calcs per his lateral design. 4. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. 5. Provide porch header size porch next to bedroom four. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Building permit fees will be recalculated upon resubmittal of revised plans. 2. Provide sanitation clearance from the .Chico office of Environmental Health. Plans with the requested revisions to number of toilets must be submitted. 3. Complete and return school impact fee form. 4. Complete and return park impact fee form. 5. Pay CSA 87 fees of $2500.00 Sincer , arth tney Plans Examiner cc: Greg Pietz Bob Metzger August 2, 2000 David Williams P.O. Box 743 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047*680-003 Building Permit Number: 00-1442 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Explain the discrepancy between the foundation plan and the floor plan for the dimension noted at the garage which shows a dimension of nine feet total from small wall to front of the garage and the foundation plan which shows this same dimension to be over eleven feet. Is this dimension for the depth of the garage in this area? For the length of the wall to the right? Provide the dimension of the garage from the rear wall to the front of the garage. Provide design for mechanical load on truss E2. Architect is to provide a letter thai he has reviewed an approved the truss calcs per his lateral design. /. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. 5. Provide porch header siat porch next to bedroom four. • Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -H The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Building permit fees will be recalculated upon resubmittal of revised plans. 2. Provide sanitation clearance from the Chico office of Environmental Health. Plans with the requested revisions to number of toilets must be submitted. 3. Complete and return school impact fee form. 4. Complete and return park impact fee form. 5. Pay CSA 87 fees of $2500.00 Sincerely, Martha Whitney Plans Examiner cc: Greg Pietz Bob Metzger PRC -ECT PROCESSING RF4-U1W A"LICANT: h 1 L OWNER: ri PERMIT /: J A. P. #: c��7 C 3 WORK DESCRIPTION: DATE DESCRIPTION OF STEP {ala G he.e�n 01=arnPin s rens C-c�1 - N%S ' � -- �� �o✓ �eciG� in . �or Y 0 • RESIDENTIAL PLAN REVIEW GUIDE SINGLEFAMILY, DUPLEXAND MISCELLAA OUS ONLY Owner: I&M k a M-2' Building Permit Number: Plans Examiner: A P. Number: 0 �-7 - 690 "DOS GENERAL: Zoning requirements — (number of permitted living units). 2. Building permit valuation. Plans signed by the designer. �! Proper description of work on the application. fi Existing violations on the property- Recorded roperty. _ Recorded notice of violation. ; PLOT PLAN: Complete parcel size and dimensions. JY Setbacks, side yard, easements, etc. Other buildings or structures. jl! Grading, fills and/or drainage. ,Y Flood hazard Special conditions on Parcel Map (Nois (SRA, ire Sprinklers, Water Tender raffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). 0 O PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). (� Ged 10% of natural light and 5% of ventilation (UniformBuilding Code section 1203)..tnd� Egress windows (Uniform Building Code section 310.4). jtov16W—C{;nten�o✓1 (Uniform Building Code section 2409 & 2603.7)." 0j - Skylights ��c, ¢, 0 it qA Glazing in Hazardous locations (Uniform Building Code section 2406)..-- U-� p'0 Required room sizes and ceiling heights (Uniform Building Code section 310.6). 01M an GFCI in baths, garage, kitchen, wet bai;° and exterior receptacles (NEC 210). _ �,� 44tL/i cf4- r Prohibited locations of gas`water heaters (Unifoia PluM—i Mg•Code 509& 1213.5). Y 70114 �lProhibited locations of gas heatiiing'equipnient (Uniform Mechanical Code 304.5). 'W 9) � 4o 'n � 10: Garage fire«•all separation -ceed on garage side incTudmg supporting walls and posts (Uniform e, f - Building Code section 302.4 e6 ception #3). "' ! .'<:- - = ;;'= Y6U� d� Gii rn2Ytsrn )r Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). t5F { Amoke detectors (Uniform Building Code section 310.9.1). P31 -water closet clearances (Uniform Plumbing Code 408.5). /A<. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 l STRUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2 Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). Clerestory requiring balloon framing and/or engineering. Twee story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. l L Z Ar 7 Elevations and wall construction details complete enough to construct building. � ( 6nz Roof construction details complete enough to construct building. �1'1 Rafter ties or bearing ridge beam. r �� XFireplaoe construction details and calculations if necessary. % Garage door header size(s). 2. Porch header size(s). �k -to rd9r� ...Stud heights. `.':Expansive soil — special foundation design required. �C`J' �r�� Retaining walls requiring design. 6. Pecial Inspection requirements. f Y v C,�1 + . H��� eader sizes.. r� 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building. Code section 1006):. t 2. Guardrails (Uniform Building Code section 509). 3.s. Brick or stone veneer (Uniform Building Code section 1403). k Exterior plaster.— weep screeds (Uniform Building Code section 2506.5). �5! _Roofptch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Itogf co.veiring-type = (fire hazard). /'i:'': , Foam insulation - protection. . 36".,halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). ,a✓-` . Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attk'dccess and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances =LPG requirements. . _ ._ . ~ ound requirements. 14. nergy design compliance and supporting documentation. Flashing at all exterior openings. �4CDF responsible area requirements. 17. Building Pe uirements: 17.1. 17.2. ood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 • i �v CHICO ENV. HEALT ❑ APPROVED i Permit a: 00 Genera/Information EHS M ITIONALLY APPROVED ' ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Date: AP#: 07 /--6 00—(Jy3 Owners Name: lam(% / (� [_S� �v c Parcel Acreage: j 010 -A C_ Owners Address: Building Site Address: L_oT J 0,-O/ X 1 `7J Property 1'nformation Street & Hi hwa s Fire Prevention Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ®'Septic *Well ❑ Other Zone District: S — Date of Zoning Ordinance: General Plan: Side street Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ]M No ❑ Yes, check use Minimum Acreage: v � / Nitrate Action Plan IN No ❑ Yes Violation Area ® No ❑ Yes GS� Q Specific Plan ❑ No {� Yes Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use Floodplain S No ❑ Yes Zone: Panel Number: Watershed Protection Zone JkNo ❑ Yes Proposed Use Complies With: N General Plan 5 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family U Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zonin Code Street & Hi hwa s Fire Prevention Subdivision Ma Front 0 C L Side 3 Side street Height v � / Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by:. ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:, Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: Ali—, LPT�J PAY2.)(� I'Ni3 P11-1 A Map Date of Recording: Lot: �� Block: Book: 1 L(� Page: I V L - Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for.the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: Com sz� z_, ���x 'J3i✓�� �y�eA�� �'5 % ,r. - � REC^RDING )IBEQ TED BV AND wiMMOCU �DNAMMODIAL TITLE, CO. BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROMLE CA 95%5 .C4 C) 73 � Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 20—Jun-2000 REC FEE 10.00 CONFORM .00 Vickie . Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT / FOR RESIDENTIAL DEVELOPMENT f/ Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, . ploA%ing, spraying,. pruning, and harvesting which occasionally generate dust, smoke, 'noise, and odor.. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessan., farm operations. All that real property situate in the County of Butte, State of California. described as follows: . Date: �p - f' J � L�� F,R Y OWNERS: State of California ) Count• 0P�• _ ) - j On r%v before me,-%�C personally appeared JD9 41/^ U' u//�// (A�(�'�� personalty known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/arc subscribed to the within instrument and acknowledged to.me that he/shelthev executed the same in histherltheir authorized capacity(ies), and that by hiilher/their signatures) on the Instrument, the persona) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. REBECCA L. BLEDSOE Cwrn1don #1133902 Mfr CPSI Notcry Pubic g Bata Canty. Cotaaoo Si n to MYCanrt *nfr.APR.13.2001 a fir.: A.P.= 0-!�- �) - 40 — of 0? zo-d d9t':01 10—t'1--Ael EXHIBIT "ONE" Parcel I: Order NL). 203392 Lot 3, as shown on that certain Map entitled, "Autumn Park Subdivision Phase 1 ", filed in the Office of the County Recorder of Butte County, California, on August 12, 1999, in Book 147, of Maps, at Page(s) 99, 100, 101 and 102. Parcel ll: A 30 foot wide emergency access easement over Lots 1, 11, 12, 17 and the remaining land, as shown on that certain Map entitled, "Autumn Park Subdivision Phase 1 filed in the Office of the County Recorder of Butte County, California, on August 12, 1999, in Book 147, of Maps, at Page(s) 99, 100, 101 and 102. Parcel III: A 20 foot wide water line easement over Lot 21, as shown on that certain Map entitled, "Autumn Park Subdivision Phase 1 ", filed in the Office of the County Recorder of Butte County, California, on August 12, 1999, in Book 147, of Maps, at Page(s) 99, 100, 101 and 102. Assessor's Parcel No: a portion of (047-260-138) 2 i CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: WILLIAMS 2501w (BASE CASE) Run: 558 15 -Jun -00 Project Address: LOT 3, COMICE CRT. WILLIAMS 2501w (BASE CA CHICO, CA. 95973 Building Title: WILLIAMS 2501w (BASE CASE) BuildiM,4;:z Permit # Document Author: BOB METZGER O.D.S. o0 - Telephone: 530-342-9688 or 865-9688 P1 eck Date Compliance Method: CALRES2 1.34.03 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 2501 ft2 Average Ceiling Height: 9'10" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 270 deg (West) Glazing Area, % of Floor Area: 17.20 Average Fenestration U-Value:0.58 Average Fenestration SHGC: 0.71 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Cavity Sheathing. Component Insul Insul Total Assembly Type --------------- R -value -------- R -value -------- R -value ---------------- U -value Location/Comments Door 0 -- 3.03 0.330 ----------------------- Unconditioned Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Unconditioned Wall 13 0 11.36 0.088 Outside Wall 13 5 17.10 0.058 Outside Wall 13 5 17.10 0.058 Outside Wall 13 5 17.10 0.058 Outside Wall 13 5 17.10 0.058 Outside Wall 13 5 17.10 0.058 Outside Wall 13 0 11.36 0.088 Outside - Floor 0 0 1.38 0.722 Grade Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0.507 Unconditioned Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Construction Type ------------------- Area (ft2) -------------------------- Conditioned? Exterior Conditions/Descripti Slab 512 Yes ------------------------- Grade Slab 1989 Yes Grade CERTIFICATE OF COMPLIANCE: Residential Water Page 2 CF -1R Project Title: WILLIAMS 2501w (BASE CASE) Htrs Run: 558 15 -Jun -00 FENESTRATION 50GALW/H Standard 50W/H Storage gas ---- 1 ------ 0.60 ------ 50 Area U- Interior Exterior Overhang Orientation ----------------- (ft2) ----- value Panes Shading Shading and Fins Window West 108.0 ----= 0.550 ----- 2 -----=---- Standard ---------- BugScrn -------- Overhang Window West 32.9 0.530 2 Standard None Overhang Window West 20.0 0.750 2 None None Overhang Window North 50.0 0.550 2 Standard BugScrn Overhang Window East 122.5 0.550 2 Standard BugScrn Overhang Window East 12.5 0.750 '2 None None Overhang Window East 20.0 0.530 2 Standard None Overhang Window East 17.8 0.550 2 Standard BugScrn Overhang Window East 17.8 0.750 2 None None Overhang Window South 17.8 0.550 2 Standard BugScrn Overhang Skylight 10.0 0.800 2 Standard BugScrn None THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs Factor (gal) 50GALW/H Standard 50W/H Storage gas ---- 1 ------ 0.60 ------ 50 WATER HEATING SYSTEMS MISC System Name ------------ 50GALW/H Solar savings fraction ------------- Solar system type ------------ WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE 50W/H 76% -- Wood stove boiler? No Wood stove boiler pump? ------------- No Rated Pilot Input Standby Tank Light (kBtuh) ---Loss R_value (Bduh) Baum, 40.00 0 P P 0 VE. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: WILLIAMS 2501w (BASE CASE) Run: 558 15 -Jun -00 HYDRONIC DISTRIBUTION AND�TERMINALS System/Name Type Number -------------- --- ---------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value ---_---- --------- --------- ------- 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special F6atures, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: WILLIAMS.250lw (BASE CASE) Run: 558 15 -Jun -00 DESIGNER OR OWNER DAVE WILLIAMS P0BOX "T4:2' CHICO, CA. 95927 893-5850 Certification #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 2231 St. GEORGE LN. #70 CHICO, CA. 95926 530-342-9688 or 865-9688 ": COMPUTER METHOD SUMMARY Page 1 C -2R '--------------------------------------------------------------------------------- Project Title: WILLIAMS 2501w (BASE CASE) Run: 558 15 -Jun -00 Project Address: LOT 3, COMICE CRT. WILLIAMS 2501w (BASE CA CHICO, CA. 95973 Building Title: WILLIAMS 2501w (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.34.03 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 22.52 Space Cooling 13.34 Water Heating 11.39 Total ----- 47.25 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) --------------------------- House 2501 24593 OPAQUE SURFACES Surface Area U- Insl Type ---------- ------ (ft2) value Rval Zone = House Yes ----- ---- Door 17.8 0.330 0 Wall 488.1 0.088 13 Wall 239.2 0.088 13 Wall 16.0 0.088 13 Wall 386.0 0.058 18 Proposed Design --------------- 20.78 16.11 10.03 -------- Complies 46.93 Yes 2501 ft2 9'10" ft -in SFD Single Family Detached 270 deg (West) 17.2% 0.58 0.71 1.00 1 Slab on grade 1 24593 ft3 2501 ft2 2501 ft2 Type ------------- Conditioned Thermostat Type ------------ CEC_Standard Vent Height (ft) 21011 Total Tru Slr Construction Rval Azm Tlt Gns Type Location/Comments ----- --- --- --- ------------ -------------------- 3 270 90 No 28x68 -Wood Unconditioned 11 270 90 Yes W13.2x4.16 Outside 11 270 90 No W13.2x4.16 Unconditioned 11 330 90 Yes W13.2x4.16 ,Outside }�,A: 17 0 90 Yes W19.EQ4 Outside ± COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: WILLIAMS 2501w (BASE CASE) Run: 558 15 -Jun -00 OPAQUE SURFACES continued` Surface Area U- Insl Total Tru Slr Construction Type (ft2) value Rval Rval Azm Tlt Gns Type Location/Comments ---------- ------ ----- ---- ----- --- --- --------------- -------------------- Wall 32.0 0.058 18 17 45 90 Yes W19.EQ4 Outside Wall 643.4 0.058 18 17 90 90 Yes W19.EQ4 Outside Wall 17.0 0.058 18 17 135 90 Yes W19.EQ4 Outside Wall 305.2 0.058 18 17 180 90 Yes W19.EQ4 Outside Wall 16.0 0.088 13 11 240 90 Yes W13.2x4.16 Outside Floor 512.0 -- 0 -- -- 180 No S1abl40E Grade Floor 1989.0 -- 0 -- -- 180 No Slabl40C Grade Ceiling 2491.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments ------------------- ------ ----- ------ ---------------------------------- Zone = House Exposed 2510" 0.507 -- -- Unconditioned Exposed 26310" 0.756 0 16 Outside FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) ----- Azm --- Tlt Type Type Name Comments Zone = House --- ------- -------- ------------ ---------------- Fll Wind 18.0 270 90 Slider Vinyl OPER/std F12 Wind 18.0 270 90 Slider Vinyl OPER/std F13 Wind 24.0 270 90 Fixed Vinyl FIXED/std F14 Wind 8.9 270 90 Fixed Vinyl FIXED/std F15FRTDR Wind 20.0 270 90 Hinged WdDr/Div DOOR/std F21 Wind 15.0 270 90 Slider Vinyl OPER/std F22 Wind 15.0 270 90 Slider Vinyl OPER/std F31 Wind 15.0 270 90 Slider Vinyl OPER/std F32 Wind 15.0 270 90 Slider Vinyl OPER/std FL11 Wind 12.0 330 '90 Slider Vinyl OPER/std Lll Wind 8.0 0 90 Slider Vinyl OPER/std L12 Wind 8.0 0 90 Slider Vinyl OPER/std BL11 Wind 12.0 45 90 Slider Vinyl OPER/std BL21 Wind 10.0 45 90 Slider Vinyl OPER/std Bll Wind 12.0 90 90 Slider Vinyl OPER/std B12 Wind 12.0 90 90 Slider Vinyl OPER/std B13 Wind 12.5 90 90 Slider Vinyl OPER/std B14 Wind 12.5 90 90 Slider Vinyl DOOR/std B31 Wind 20.0 90 90 Fixed Vinyl FIXED/std B32 Wind 20.0 90 90 Slider Vinyl OPER/std B33-1/2LTDR Wind 17.8 90 90 Hinged WdDr/Div OPER/std:,- PER/std•„B34 B34 Wind 6.0 90 90 Slider Vinyl OPER/std B35 Wind 20.0 90 90 Slider Vinyl OPER/std,.'- -U, LL COMPUTER METHOD SUMMARY 61011 Above 31011 Page 3 C -2R Project Title: WILLIAMS 2501w (BASE CASE) Run: ---------------------- 558 15 -Jun -00 41011 F14 618" 114" F15FRTDR 618" 81 FENESTRATION SURFACES continued 3510" 310" F22 510" 310" F31 590" 310" Glazing 510" Fenestration 310" Area Tru Open Frame Charactr 210" Name -------------- Type ---- (ft2) ----- Azm Tlt Type Type Name Comments B21 Wind 15.0 --- --- 90 90 ------- Slider -------- Vinyl ------------ OPER/std ---------------- B22 Wind 15.0 90 90 Slider Vinyl OPER/std 510" B23FRCH Wind 17.8 90 90 Hinged WdDr/Div DOOR/std 5'0" BR11 Wind 10.0 135 90 Slider Vinyl OPER/std 618" R1IFRCH Wind 17.8 180 90 Hinged WdDr/Div OPER/std FR11 Wind 12.0 240 90 Slider Vinyl OPER/std 010" SLI Skyl 6.0 -- 0 Fixed Vinyl DblSkylt SL2 Skyl 4.0 -- 0 Fixed Vinyl DblSkylt 1816" GLAZING CHARACTERISTICS 8'6" 1'8" 510" 16'6" Glazing 1016" 1'8" 6'4" Interior SHGC SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name ------------ Type --------- Panes value ----- ----- SHGC See notes Shade Shade Type Shade OPER/std Clear 21611 2'611 2 0.550 ---------------- 0.765 Standard ------ 0.680 ---------- ------ BugScrn 0.757 FIXED/std Clear 2 0.530 0.765 Standard 0.680 None 1.000 DOOR/std Clear 2 0.750 0.765 None 1.000 None 1.000 DblSkylt Clear 2 0.800 0.765 Standard 0.680 BugScrn 0.757 OVERHANGS Fenestration Name Height Width F 1 1 61011 Above 31011 F12 610" Right 3'0" F 1 3 61011 Extension 41011 F14 618" 114" F15FRTDR 618" 81 310" F21 5'0" 3510" 310" F22 510" 310" F31 590" 310" F32 510" 114" 310" FL11 610" 3818" 2'0" 1,11 210" 4'0" L12 4'0" 116" 2'0" BL11 610" 910" 210" BL21 5'0" 210" B11 610" 2'0" B12 6'0" 11411 2'0" B13 510" 121011 2'6" B14 5'0" 2'6" B31 5'0" 1110" 410" B32 410" 1110" 510" B33-1/2LTDR 618" 2'8" B34 1'6" 410" Above Left Right Depth ------ Glazing --------- Extension Extension 8'0" 114" --------- 38'0" --------- 1310" 81 0" 114" 3510" 1610" 81011 114" 2210" 2810" 81 0" 114" 1410" 3818" 810" 114" 1110" 4010" 116" 5'0" 910" 610" 11611 51011 61011 91011 21611 11411 71611 121011 216" 1'4" 4'6" 1510" 1110" 114" 1110" 1110" 1'8It 51411 2216tl 2'LV11 11811 5J' 4" 141611 121611 310" 010" 210" 11'0" 31011 1'411 41011 11011 11 8" 510" 1816" 8'6" 1'8" 510" 16'6" 1016" 1'8" 6'4" 1216" 1410" 118" 6'4" 318" 2211011 2'6" 114" 53'6" 40'6" 21611 2'611 1101, 11411 411611 30'611 51Y6" t� 10 VIE A r:"ROVED e COMPUTER METHOD SUMMARY Page 4 1C -2R Project Title: WILLIAM§ 250 l (BASE CASE) Run: 558 15 -Jun -00 t OVERHANGS continued t Fenestration Name Height Width B35 4'0" 510" B21 510" 310" B22 510" 310" B23FRCH 618" 218" BR11 510" 210" R1IFRCH 618" 218" FRll 610" 210" FINS Fenestration -------------------------- Name Height Width ------------ ------ ------ None THERMAL MASS Above Left Right Depth Glazing Extension Extension ------ --------- --------- --------- 216" 114" 1016" 8216" 8'2" 10" 1210" 1010" 812" 10" 910" 1310" 8'2" 10" 410" 1814" 1110" 114" 1110 210" 196" 318" 1710" 7110" 1110" 114" 1010" 1210" Left Fin Right Fin -------------------------- -------------------------- Exten Dist Exten Dist Fin Fin above to Fin Fin above to Depth Height glzng glzing Depth Height glzng glzing ------ ------ ----- ------ ------ ------ ----- ------ Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R -value -------------- ------------- - - - - - - i - - - - - - - - - - - - - - - - ------------- Zone ------------ Zone = House GasFurn.80 Furnace 0.80 AFUE Attic ACsp1itl0 Air cond. -- cent`tal split 10.00 SEER Attic �,.: = t•;11 COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: WILLIAMS 2501w (BASE CASE) Run: 558 15 -Jun -00 e WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type -------------------- Heater Name ------------ Heater Type --------------------- Htrs Factor (gal) 50GALW/H Standard 50W/H Storage gas 1 ------ 0.60 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove -Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 50GALW/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ 50W/H 76% -- 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES Pipe Pipe run (ft) diam (in) ----------------- Insul Insul thck (in) R -value --------- ------- 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. -------------------------------------------------------------------------------- • MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 A MF -1R Project Title.......... MASTER PLAN Date ........ 01/01/" Project Address........ MASTER PLAN ----- CHICO, CA. i Documentation Author... BOB METZGER 865-9688 ; Building Permit i ; Company ................ BOB METZGER 0 D S j Telephone .............. 865-9688 or 342-9688 Plan Check / Date Compliance Method...... La�r� 2A GDjiA�ll�2k+ ; Field Check/ Date ; 1 Climate Zone ........... _ll_____________ � �1'�-1• � =_______________ _ � - 1 -,------------------------------------------------------------------------------ t - 1 Lowrise residential buildings subject to the Standards must contain these 1 measures regardless of the compliance approach used. Items marked with an asterisk (*) say be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere -in the documents or on this checklist o Y. JKCAn111 OA BUILDING ENVELOPE MEASURES Nn- nforce- ergent *150(a): Minimum R-19 ceiling insulation. a, 150(b): Loose fill insulation manufacturers labeled R -Value. it *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior vasa walls). *150(d): Minimum R-13 raised floor insulation in framed floors; 11 minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than D.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with ,, �� Sec. 151 meets CEC quality standards. A! 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs j 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door ..-• - ` ;- b. Outside air intake with damper and control E - J_ c. Flue damper and control E to 2. No continuous burning gas pilots allowed.du - i . r r tl _. , ^ � 110-13: HVAC equipment, water beaters, snowerneads ano faucets 6 I - certified by the CEC. C A 150(1): Setback thermostat on all applicable heating systems. 150(3): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between beating source and indirect a-cl hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance beating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. . Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation w„ n pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance Iip with pilot ( 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er sent 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling El fixtures IC (insulation cover) approved.TO e - GS -'Be aware that glazing units (including dobrs with glass)must have permanent NFRC labels. Glazing labels will be -checked against the Title 24 calculations at the time of framing inspection. If the installed U -value is of a lesser value, the Title 24 calculations must"be redone, and appropriate changes made to the structure (e g. this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF -6R is required�toF,be_., Popted at the residence proper to the issuance of a Certificate -of Occupancy. This is in addition to the Insulation Certificate. ' IF APPLIES GENERAL NOTES SHEET -E 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)lb bE CAULKED, SEALED OR WEATHER STRIPPED. -SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. .EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT ACCESSABLE FROM INSIDE F.P. AREA c) FLUE _DAMPER_TIGHT-FITTI NG b READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6 A/C DUCTS GAS EQUIP.)088(2ININSULSTALLEDHEATPU EQUIP.) 15#NSULATED (1' DENSITY TYP.INSU , 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 4.0 LUMENS/WATTS OR GRATER. g. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE b CERTIFIED BY G.E.C. 9. W.H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b) . VENT THRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING_ d) R-4 INSULATION 5'-0- TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.F kk t ouj ap. JBL► mkgor_A,j-(v 59, f) R-4 INSULATION ON CIRCULATING SYSTEM. S) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. 'PERTAINING TO THE OPERATION. OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS b WDOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL.- ccV.,�± LONGFE'LLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112,o FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: D2 tz'to 01 ///O/" -S Address: mla C4— AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 _ (916) 387-0116 1011 TE MUNI Meg ^a: APPROVED INSPECTION AGENCY Timber Products Inspecti�onrc. ( P.O. Box 20455 Portland, OR 97220 (503) 254-0204 O O -2- Is tr y LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue ME 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 sequences and end -for -end orientation are correct. SIMPSON HANGER KEY X=LUS26 O=HUS26 WILLIAMS / COMICE '-4J!L[)JNG AP#m%mUVEr) IGABL[ [III) UCIA11. 1111S DWr, PREPARED FI1UM COI11'lll[I( INPUT SIRONGUACK (TORUS 6 UIH(tISI0N5) SIIUIIIII(11 BY IIIUSS Hf R. (NAIL 1U LEIIGER 12' U.C. I (BRACED AT 55' U.C.) / ROW MATERIAL � I nverc LEDGER (AIL L A 35 10 VERTICAL I �113(K : Y/2-I0d IIAILS) r� (K) SPACIIIG FUR 113 = 56.0' O.C. REFER, TO SIM'SON CAIALOG C-9411-1 FOR PRODUCT AIIACHME111 SPECIFICA11011 (ATIACII A35 III FI OIREC1104 IPI) (SI ) Eu■u® (H) 2X4 F.L. OR II.F. 12 OR BIP. SIP,OPIGDACK BRACE OIIILUOKER II ( C I GAGLE ENO '15 2X LEDGER Ij IN(U)Il1UN / 1P,USSES SIRUNGOACY. BRACED AT 55' O.C. (C) IX4 CON11WHIS LATERAL BRAC114G FOR ORALE it TROIIGDACK , . —.1- 721. ATTACII AT MI I/2-Od CCOM UIN NA I 24 (S' I LEDC:ER (II) Jr MAXC (SI I\ 9111) (PI 1 PEAK PLATE 10 MAIN (01#01 TRUSSES. NUIE: CIU)RUS TO BE 2X4 FIR-LARCII 12 NTN. ( SI 1 SPLICE PLATE 10 HATC11 CLWUIN TRUSSES. NOIE: 11115 DETAIL MAY BE IISEU FOR (III ) FEEL PLATE 10 MATCII COIU-ON TRUSSES, TRUSSES 41111 PITCIIEU O.C. ALSO. (U) TP11011 10 WED FLAIING: USE M -2 - WIRE SIAPLES (0.072 OIA./15 GA,) lOENAILEO IIIRU CIIDRO 11410 WEB L 111RU WED I1410 CHORD ON ONE FACE FUR A ]DIAL (IF 6 STAPLES. (PI I. 1 SI ) L (111 I MUST BE PLATED. (G) GABLE END OESIGtI BASED ON 75MP11 WINO LOAD. EXPOSURE '0' AT 0-25 FT. MEAN PLATE MAX, WEB LENGIN IX3• 2-0-o 2X4• • 0-I-0 3X4• 13-6-0 6 - IOd Cnfit"I BLACK NAILS nd BRACE_S EACI EIU1 OUTLOOKEP, C2[TERIA IIEIaD, , MAX. LENGTH W1TI1fl1T BRACING (II) x1�Ell� I W/ SIRONGOACK BRACE (S) STANDARD PLT TVP. Wave 11 -9 O Q O J Q O � �4v,oPY r�� 1 it Design Criteria: TPI-95(STD) gr!, 11IAUSSES AIOUIR( IIIA(MI CAN( 11 FABRICATION, HARUIING, SNIPPING, IRSIALLING AND BRACING. R(F(N 10 HIB•PI (HANDLING INSIAILING AND BRACIN01, PUBLISHED BY I IP(TAUS$ ►lAi[ INS11101I. SB) O'ONOF10 OR., SU11( 100, MADISON, VI 9)719), FOR SAFEIY PRACIIC(S PRIOR 10 PI AF OI NINO INET[ FUACIIONS. UNLESS OINEANISI INDICAI(D, IOP CHORD SHALL HAVE PROP(ALY AIIACHID SIRUCIUAAI I'ANILS, BOIIOM CHORD SNAIL HAVE A PROPIRLY AIIACHID AIO10 CALIX,, SH OF •PAOD CIS,NINC. SNA] L1001A BIO RESPONSIBLE FOR ANY 1 CEVIATIONL FROM IRIS DESIGN: AANY EFAILUREI TO 9UIlDN(TRUSSESINCOAFORMANC[ YIIM 111; ON FABA)CAIIRO, HANOIING, SHI►LINO,INSfAIIAIION Og�BAACINO OF IRUSSES. IRIS DESIGN CONFORMS Y11N APPLICABLE PROVISIONS OF NOS(RATIONAL DESIGN fSV AND (ONN(CIORfIAN(/No") AND IP1. AtPIRC AD(S0 CROCA 11 IASIR A6S)HE ACR31RGAIT. SIE(LLA(IC(PI )ASI 1101(0. APPLY COANICIOgS 10 INCH FAC( Of IAUTS, ANO UNl[SS OIH(RYISE IOCAI(D ON IRIS DESIGN, POSITION CONNECTORS ►(R GRAYING$ 1)0, ISO AND 160 A•F, AN ENGIN((A•S S(Al ON INIS CRAVING APPII(S ONLY 10 THE DESIGN Of INT TRUSS OI►1[110 NIAI AAD SHAll 1401 BI A(LIID UPON IN ANY OIIIfN var ` C7 "' 12' Hill 24' MAX 3.5' MAX. 1•(P. tIOICM B 24. 0. E. 1.5' IIAX. \ 2X4 F.L. LL14DER GRADES MAX. LENGTH W1TI1fl1T BRACING (II) x1�Ell� I W/ SIRONGOACK BRACE (S) STANDARD 5-11-0 II -10-0 SEOII - 25450 FROM P11c . 11 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15 -6 - ss 7-9-0 15-6-0 TC LL 30.0 PSF y TC DL 15.0 PSF c DC OL PSF DC LL 0.0 PSF * TOTAD. 50.0 PSF MIR . FAC . 1.15 SPACING F R992 TE L 03/19/9© CD112 SEOII - 25450 FROM P11c . Job: DETAIL-92'ALTERNATE NOTE: SEE CRANING ORININAL FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND •BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. L� CDI03 (A) 2X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING -TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED BRA ING TYPES MAY BE SUBSTITUTED* 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L" BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL DESIGN FOR PROPER OENENSIONS `cn o 0 o f� o o Mi(IMPORTANTHM"PtNE EID1r1ff11EI PV1IIItra "I- AIV WARNING1°'IIEI14EOlue EltmEwE tAEc HAMM. IflitrlaN MI �Q!( fy TC LL 30.0 PSF REF R992--42293 O L7 v t7 O O d G7 fKLL fml EIE PE9P01alatI lon 01IIAlIOI Fowl Ila! OESIOI OA Imest vmu,101101I. an AIV F41LM ID WILD THE )DOSS Ip COIFMWNX M1f1f 09188 11 Wt. 111 PACT-*. SEE H* -81 Or IPI. IEE T11b OESIS9 1011 093IfI044L SPEGAL PE9OAOE111 WACILC Olt t!4' , C 1� � y +� �•� Tri OL 15.0 PSF DATE 06/28/93 C C1 G C ALPO4 tPAECTOPS UIE MOE OF 7401 qW. STEEL WtTltD ASSN WtFVAWFS. OLEOS Of1Ef lite IIDIC+tEU TOP t.• F " PC OL 5. U PSF ORK CD103 0 0 0 o A44I CA I VIM AS NOTED. trot I COIELTOM ID FACS FACE Dr. OIOPO fall R LATEAALLI SPACED SIIN Prom Ne. -p-43845 BC LL Q � Q p� -ENG FM r A✓ o ALPIN fftm am u4Est OrIEIMIst WcAIEe 011 THIS DEltr+L POSI1tC11 Lr A1140*9 PLwOtO 0EAENIK ODIFOf CNOtB * : � 63D9� # o 0O14CIOn PEA CIK1110 ! 13% IFA S IOTA -F. OESIOI ITAIDAPOS t111N PPOPMI AITACIEO 149910 CEILIID -- SEEcvwcm TOT. LD. JO • O 50.0 PSF C= TRUSS O OTO Fe.oPOCKS]l 1AwrELtcAua �f�� SEAL to IDIS OPi LN)ID ADPI)OCUFLE Is CW4E71T IMPUTED 12pDe !n OILY tw IIALL lar BE KIM aP01 )N AIu Vow W. olrrnr rtrEus+f +Scar CESIDI To DIF MUSS VNCrIO) CMITPAC10P. fOFC�L11 OUR. FAC. 1.15 C� ,•m 9� lm O O SPACING 24-• 0". ___ 7A•IDI • INJlS tlAlf MIT IBM 103 • UP1 IILIIOIIL DEISM SPECII)CAIION POP 7408 COISINIC11UN 1RIIS5 DRAMIGIDI OCKINI; of lAll IIIIS nuc Plt(PAYIN 1`11011 CDHPUI(R INPUT (LOADS t D111(NsIDNs) SUe11111I0 BY IRUSS Hf R. IIMS IIRACIIIO/()LOCKING DETAIL (AT sl>rPOIIT) I)OIEt BRACING DESIGIfU TO 6TABILIZE 1RIISSES, AMI HAS NOT BEEN DESIGIED 10 RESIST LATERAL SIIEAR LOADS. '— (A) 2X4 13 IIEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACII Willi (2)•164 NAILS. BIIACIM MATERIAL 70 BE SUPPLIED AND ATTACHED AT 00111 EIDS 10 A SUITABLE SUPPORT BY ERECTIOII C0117RAC10R. , I (N) IIEIOHr OF 1RUS3 AT Sl1PPOR T . A VERTICAL WEB (00) SECTION S -S TRUSS (D) 2X4 II.F. 13 OR BETTER DIAGONAL, BRACE. APPLY III PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACII 10 EACII OVERLAPPING TRUSS USIIIG (2)-16d NAILS AS 6IIOW14. BRACE HAY BE LOCATED Ou El'nIER FACE OF VERTICAL. (P) SIIEA7IIING APPLIED 70 TOP CIIORD. (L) LOADS AS 1NOICAIED Oil TRUSS DESIGIL (M) 1F TRUSS IIEIGIIT AT SUPPORT IS 1U.w OR LESS, DIAGOIIALS (TOT REQUIRED. B ■ APPROX. 45' (D0) BLOCKING TO BOTT014 CIrr.0 OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTCM CIIORD. PLT TVP. Nave TPI -95 Des icQn Criteria: TPI-95(STD 10.2c3 -'r CA 1 R - O O Q AAIIIO•• 11"{flf IIOT111 11111X1 LAI[ IM 1 MtICAl101, N1101 IMC• SNIP/110• IIf1All Inc AND O Q INACIIc. IIIIN to NTLI' 10A401140 1151"1116 AND "ACING). ►ulllINlD Of INT (INOSS PIAII Q INf111D11, t0) 0.OIOr 10 DA., full( loo, nA01f ON, 1`l 01111, IBI sunt 1`1 ACIltls ►1101 10 II Af OINIIt �OTLSSIO TC LL ' REF 8427 O IMI SI 10M(1101 tYAIIft OI o(1YIf1 TMDICA110, 10► CN010 {MALI MAC( /IO/l1lC AI IAC ID Q TIM YC IUM PAM(l S. 10110N (-ROAD $MALI MAF( A tIOPl AIt AIIACMIC 11010 CI(IIMG. 4 1C, ' W TC OL DATE 1/12/94 O 1-� "InPDM1ANI`• "41111M A Cot' Or loll oll1CA 10 'ME INSIM A110A CONINACION. AtPIII INOIN(INID PI O0rC1I. IMC, S"t 101 11 11{10X11"ll 101 AMT DIr1A1101 FAOn O R c o L ( L �P�� 1111 Dt SIOII AIT MICAS 10 Irllo fl( IM{fn Il tOU OINII(I YIIN 1►It Ot fAINICACINC. YMOLI//. fN1►IIlO, INf1lll At 101 ON 141CING OF 14111151 t11 SIMl{IGN C� LL An111CAIoAmj l0Al tl Ilion AND 1►1. (l,Aiii�Mtt Dt11GN6341 IIIc If AMD►►AI1AIAf SOCIAl1011 PROVISIONS ! T 0 T I.D. (' R(� � j[(\�� C1 )\ VJrS (011(C TOTS All nAol OI TOGA ASIX A61) CA)/ W 1, {lilt. (ICIII AS 10110• April CoMMl CI01t 10 IACM tut Or IM 011. A10 11111f OIMIAVISI r�V`\ �\ . D R N 3 , O 4 0 , 6 3 4 1`n 1`n 1-1 tOCAII0 On loll DISK), ►011110N COMIICIOMf ►IIQ. n SIArllGf TIO. Ito 110 110 1:l: Al 11011111•1 St AI On lilt DAAr11G AltlltS Olt) 10 IN, 01,100 m 1.1 ..otA n.. a ..• .. --' -- -- -. C f n1` r.l� DIIR.FAC. CA -[JIG /CNC I)ctnll for fabrlcaLlan of hottum chord [liter Lu be tiscd to produce a flat bottom chved Of variable leuytb. Refer Lo opproprlate deslyn for lumber, plates, and other dotn not shown here. (A) IX4 contlnuous lnLeral braclny C 61-U" U.C. (max.). Attach with 2-nd nalls. Furnish copy of Lhls dritwlny to erectton coilLrnctor No lie will know of Lhla requirement. REV. / SM / 1/9/92 (DRAWING NILMER) (2) REV. 1/21/93 lilt (VERf1CAL) (3) REV: 7/7/93 IM (MAX. TILLER UDEN PANEL) / PLATE TYPE AL1,111C FURNISII A COPY OF TIIIS DESIGN TO ERECTION CONfnACTOn ' IMPORTANT: ALPPIEelNnn:1a1n1rnuuucls.lr+c. IIIE E%tIAIEMEJCAIIEUI111UNOLINO.EIIEC110NTIIIISFAND DESIGN CRIT, UBC REF: 5736 R427 31 MI 11101 UE nESrUNSIULE FON ANY UIMAnnNINOM IIIESE SPECIFICAIIONSOnANYOEVIA110NFp01d110n 9tS1011011ANY OIUICINO. SEE "OWt -le" IVIIACINO WOOD InVSSES: COMMENIAIIY AND nECOMMEN• ESSIU _ �t TC LL: —. PSF 7/19/88 SALE' F� FARIHIF 10 UI11LO III[ IRUS9 11t CnNFONMANCE WI111 111E .. "OUAn1YCONNIolMANUAL"AYII9.AIPINF CUIIIIECIONSANE MAIAIIACIIIIItO MUM DATIONS-••IPMSEEiiiisvEstomironAUDI. IIONAL SPECIAI. PEIIMANENI aNACINO�,4 �7 TC DL: PSF �}�• CDIU6/, �' 70 OAUOE 11AIVAIMED SIEEL UIILF.SS i 0111111WISE SIIOWII• MEE1010 11EOUTIVEMENIS OF ASTM ANS OIIAUEA.APPLY C011NECIOI191000111rACESAt EACIIJOINI PEOUIIIEMENIS.tINLESSOIIIEIIWISES110WN,�--"" Top ci ono SIIALI PE LAIEIIALLY 0"GEO WNIIPnOPENLYAIIACI1EDPtYW00p L: 5.0 PSF �lG: A110 LOCATE AS SIIOWII. OEAnI110 WIOIIIS Alit 4" NOMINAL TRUSS UNLESS ait1EnW15E SHOWN OESION SIANVAIIIIS CONFOIIM WITNAPPLICAOlEP11OVISIONSOF•1111S•OOAmVIPI.ESOIIPCI.00. •IPI . InussI'lAItINSI11l1if:NOS - NAIIONALDESIGN S11EA• TIANto. noltoM CIIOna Will# plain cutitO On nItACING AS SPECIFIED 01t DESIGN. DO NOIUSE111190Esi0NWIt11rAIEPEIAnDAHE InEATED LUMDEIL o�c ,,, x 110. rOT, LO: d v 630,11 ' DU", FAC: * „_ CIV��• 4�`� SPACING 24.0" PSF S?LA1EN: VARIES % P1TCI1: VARIES O.C. TYPE: UI.TA11, SI'(CIrICA11UNronwool) cons tit UCIion. CAL1:1.1'ORN lA 1-11p P121M PEORMANENT LIRACING ST'AR'T' OI'' TOP r:11nRn VI.A'I' 'rnf) CHORE). PURLINS. START OF TOP CHORD EXTENSIONS. (SLOI)ING ('I'YPIC:AI. (CON'T'INUOUS) EXTUNSIONS. (SLOPING ro FLAT)\ � / � TO FLAT) * SET A HACK i NO'T'E: CONVEN'T'IONAL FRAMING AND/OR CRIPPLES ARE NOT THE NOR IPERSONppS CREC'IR'INU�'IH tl'RIISSE.STARE;R 'T`RUhhI,S,BSLMTABRICATOR. NI'IUNV[CF' OF' A LOCAL PROFESSIONAL ENGINEER REUARUINC (:O SEEK * NOTE: SEE ORIGINAL DESIGN FOR SE'T'BACK, LUMBER, PLA'T'ING, LOADING AND DURA'T'ION FACTOR REQUIRED. TIIIS DRAWING REPLACES DRAWING CD 1 I O ING TREIANDLINGAINSTALLNGIN IAND TC LL PSF REF CALIF'. BRACE BRACING), PUBLISHED BY 1N'I1(TRU S ]N., SUITE 200. MADISON. V1. 53719) FOR SNETY 1'1RACIICLS IIIINS. (MESS nfIIEkVISE INDICATED, 1tD' CII14D SIIAI.I NAVE eOFES$i TC DL PSI' DATE 06/257-99 I ALC01 COPY AND BOTTOM INIS DESIGN TO 111Q IIMSFALLAI ON ICUNfRACTILT UR D RIGID O�P SHALL NOT UC RISI'ONSIIILE ►lIR ANY UL'VIAItIN IkUM 11115 II SV DL I Sf DRWG 13RCAL111P0699 E TRUSSES IN CEM URMANCE Villi 11'11 M 1 ABMICATING. ID HIZACING 01' TRUSSES. DESIGN COMORNS VIM N'F'LICABLE '0 'eA s UC LL PSF -ENG IGN SI'LCIl1CAIIEN PUBLISHED BY 111E AMERICAN FnRL'ST AND NC CONNECTINS AT& HAUL Of 20GA ASIN A653 GR4O GALV. STEL M 1rn o F- TOT.LD. I) SF IOIIS 10 EACH IACL' O1 1HlISS AND, UNLESS O111LHWISL Lif 'ED PER DRAWINGS 160 A -Z. If*: SEAL TIN IVIS DRAWING I[A NDIIES N ' .figbl: INLLRING RESPONSIBILITY SOLELY FOR TIIE TRUSS CENI"IL'NT UUR.FAC. IND ILDING LOf SIF�nu 11114 A (Ili1i'IXI-lQQ% PARTICULAR Nl BUILDING .n_ Mull _s SPACING F �mmmlll I HAY i D I'' EA'T TING. / I PERMANENT IIIAGONAIrS FORM BRACED DAY. REPEAT AT AL1, HIP ENDS, MAXIMUM IN'T'ERVAL EQUALS 20.NO'T'E: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED UAY AT THE N1 HIP CAN UE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: I) THE CONTINUOUS TOP •CIIORD PURLINS ARE ATTACIIED TO THE VLAT TOP 1:11011D l P THE I HIP. N2 ; HE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTIIII�L PANEL S SECTION A—A F14:LD APPLIED Olt BUILT-IN CRIPPLES CRIPPLE IN PLANE — CRIPPI.L OF TRUSSES t SPACINGj COMMON SE'1'UACK— ' lL•1 * �� (B) (U) (B) (D) (B) (D) (Ij), r/(e) PURLINS SPACED 24••0.C. TYP. (CON'T'INUOUS 2X4) (C) CRIPPLES SPACED 48•' O.C. TYP. (D) BUIUF-IN FILL CRIPPLES (IIORI•LON•T'AL MEMULR OP'T'IONAL) •1VARNINGr• IRUSSLS HEOII TWD BRACING, Er ER 10 HII 11.A1E INSIl1U", 3U3 WONU I'HIUM 101'LMINNING lNLSL 14111'IRLY ATIAERED S1RUCII CL'ILING ■-1H1'ORIANIr• I AL VINE ENGINEERED I'RIIIXICI IkSIGNI ANY FAILURE IU UUI • ---- ANDLING. SNIVVING. INSTALL I'll, VUVISIUNS Of NDS (IATICNI 'APE'RASSUCIAIIUN) AND 11'1 XCLI'I AS NOTED. APPLY CI IVIS DESIGN, POSITION CUNNI • ACCtl'IATICL tlf PRUILSSIIINA SI BA& N'1' 13RAC IN G1. DETA1 C 11"PLE SUPPORT LAYOUT SL'I'UACI< 11 sE'rRnr.lc -I- 00MMON TRUSSES CALIFORNIA IIIP SYSTEM 'TRUSSES _L - �#1111P PITCIIED AND SIIEA'I'FIED B CHORD AREA. o -CRIPPLE (C), SUPPORT LOCA'PTONS. SUPPORTS EXTENDED MEMBERS .•I'0 PLAT TOP CHORD (4' O.C. CRIPPLE SPACING St10WN.) CONNECT CRIPPLE 1'0 PLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 - Bd COMMON TOE NAILS OR 2 - IOd COMMON NAILS 'THROUGH FACE. SECTION H—H BUI1.:I'-IN CRIPPLES OR FIELD CRIPPLE SF'7�CING REFER 1'0 ORIGINA , DRAWING FOR CRIPPLE SPACING. /• (H) CHORD EX'T'ENSION ('TYPICAL) 111#21#3#4 5#6 �#1 I11P GIRDER SE� IBACIC� FOR C —IIICK 'P ENC�1 EE INC NO'T'E: CONVEN'T'IONAL FRAMING AND/OR CRIPPLES ARE NOT THE NOR IPERSONppS CREC'IR'INU�'IH tl'RIISSE.STARE;R 'T`RUhhI,S,BSLMTABRICATOR. NI'IUNV[CF' OF' A LOCAL PROFESSIONAL ENGINEER REUARUINC (:O SEEK * NOTE: SEE ORIGINAL DESIGN FOR SE'T'BACK, LUMBER, PLA'T'ING, LOADING AND DURA'T'ION FACTOR REQUIRED. TIIIS DRAWING REPLACES DRAWING CD 1 I O ING TREIANDLINGAINSTALLNGIN IAND TC LL PSF REF CALIF'. BRACE BRACING), PUBLISHED BY 1N'I1(TRU S ]N., SUITE 200. MADISON. V1. 53719) FOR SNETY 1'1RACIICLS IIIINS. (MESS nfIIEkVISE INDICATED, 1tD' CII14D SIIAI.I NAVE eOFES$i TC DL PSI' DATE 06/257-99 I ALC01 COPY AND BOTTOM INIS DESIGN TO 111Q IIMSFALLAI ON ICUNfRACTILT UR D RIGID O�P SHALL NOT UC RISI'ONSIIILE ►lIR ANY UL'VIAItIN IkUM 11115 II SV DL I Sf DRWG 13RCAL111P0699 E TRUSSES IN CEM URMANCE Villi 11'11 M 1 ABMICATING. ID HIZACING 01' TRUSSES. DESIGN COMORNS VIM N'F'LICABLE '0 'eA s UC LL PSF -ENG IGN SI'LCIl1CAIIEN PUBLISHED BY 111E AMERICAN FnRL'ST AND NC CONNECTINS AT& HAUL Of 20GA ASIN A653 GR4O GALV. STEL M 1rn o F- TOT.LD. I) SF IOIIS 10 EACH IACL' O1 1HlISS AND, UNLESS O111LHWISL Lif 'ED PER DRAWINGS 160 A -Z. If*: SEAL TIN IVIS DRAWING I[A NDIIES N ' INLLRING RESPONSIBILITY SOLELY FOR TIIE TRUSS CENI"IL'NT UUR.FAC. IND ILDING LOf SIF�nu 11114 A (Ili1i'IXI-lQQ% PARTICULAR Nl BUILDING .n_ Mull _s SPACING F - I , - •I _k 1 . —r CoTA42 T cl r.. • � �iPp-G�N6 C'�I� ��— -•-•-� �— } RUoF.'IY?�. of .PLAN G�K� --- coMMoN R1l�E 6i.c�+L 1 IF 1= -CG ib 6+f I I F QxCv T- or- N IP pU*N w/ Nlp VLA-�¢ AD__HIP TO RIDGE _ HTO HIP MASTER . �,�1nIIi�:v+I B G��14�IP s+1�1+.ou STANDARD' HIP DETAIL LONGFELLOW LUMBER CO. CHICO, C'A. (916) 893-0112 2X4 - CEILING .JOIST LIVE LOAD (PSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE 2X4 #1 FL 2X4 SS FL 2X6 11 FL 2X6 SS FL MAXIMUM CLEAfI _SPAN 1.5X] 2x4 NEM -Fin srnrlDnnu \ni-omnu) IF nAFTEn NoT SUPPORTED AT END nAFTEn 'SL_OPE_< 4: 12 nAFTCR SLOPE > 4:12 BUT?__ 12 CEILING JOIST _ 16 16 30 30 16 16 30 30 10 15 10 15 10 15 10 15 5 25% 25% 15% 15% 25% 25X 15x 15x 1.00 --MAXIMUM CLENI S1'A14-- 9-2-0 8-7-0 7-11-0 7-5-0 —_ 0-11-0_ 0-4-0__ 7-10_0 _ 7_5_0 - --- - -- --._.. ----- - -- - _ 82O 9-6-0 0-11-0 0-5-0 0-0-0 9-3-0 8-7-0 0-2-0 7-IQ=Q.••_ .__._.•_. .9=D_(1 13-4-0 12-6-0 10-9-0 -10-2_0— — _-- 12-3-0 — 11-6-0 10-9-0- 10-3-0 _- 13-11-0 13-11-0 13-1-0 11-10-0 11-4-0 12-8-0 11-11-0 11-4-0 10-10-0 13-11-0 H X IMPORTANT X X(t.rlls baurnco risltnA:ts, ur.. WA RNIh1GIt-S(9 KOMIE tslll(1IE c CDIUI s11Ail IrOf Of 114VIOIM1n11 f1s1 All( STANUAno JACK DETAIL n In1ACIlG. s(C 11111.01 of IN. sit 11119 Ir O o O O SPACING - 24" O.C. c A(rint tolocclanf Alit NAnt or QorA .Aly. sl(lt 1.4111111 ASIN OUlfw.Kllls. V01.(ss nnrltllst (In ICAIt1 OEFI_ECT I ON cm TEM A: A449 9111 INCtr1 Al 1101to. All%f 1111Alt C11r1s 10 ucu.Art or 33 C== ALPINE O 1.5X3 (LIVE LUAU) p t� to slut Mlrrtllr AI IAI;tt 11 01.. 111 r.I ILIIn -- o TRUSS nAFTEII SI.013ES < 4: 12 - L/240 to sf Al dl fins MAM111c Ar1114/ to lilt r1A1•I011ll O(PIC i0 141-C OrIfvAlt AI•N.I r.All111. iullrn!JI A caw or 1111 nAFTEII SLOPES > 4: 12 < 12: 12 - L/100 "A ••il'1 - 11.11%r/AIA Illallifilf,_ 111: - 199111111r1r1A7 Iv iigll 5.11;11 tttilml•tln 01,1111 I:dl%II+If.11101 - CEILING JOIST - L/240 11AFTEn l IT IS THE nESPONSIBILITY OF 1111: BUILDING DESIGNER AND iRUSS FAOIIICATUFI TU nEVIEVI THIS DRAWING PnIUn TO CUTTING LUMOEII TO VE111FY TIIA1• ALL UA•IA, INCLUDING DIMENSIONS AND TO ILAYOUTIIITECiURAL SPECIFICATIONS AND FOABnICATOnF'SRTnUSS CEILING .JOIST LIVE LOAD (PSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE 2X4 #1 FL 2X4 SS FL 2X6 11 FL 2X6 SS FL MAXIMUM CLEAfI _SPAN 1.5X] 2x4 NEM -Fin srnrlDnnu \ni-omnu) IF nAFTEn NoT SUPPORTED AT END nAFTEn 'SL_OPE_< 4: 12 nAFTCR SLOPE > 4:12 BUT?__ 12 CEILING JOIST _ 16 16 30 30 16 16 30 30 10 15 10 15 10 15 10 15 5 25% 25% 15% 15% 25% 25X 15x 15x 1.00 --MAXIMUM CLENI S1'A14-- 9-2-0 8-7-0 7-11-0 7-5-0 —_ 0-11-0_ 0-4-0__ 7-10_0 _ 7_5_0 - --- - -- --._.. ----- - -- - _ 82O 9-6-0 0-11-0 0-5-0 0-0-0 9-3-0 8-7-0 0-2-0 7-IQ=Q.••_ .__._.•_. .9=D_(1 13-4-0 12-6-0 10-9-0 -10-2_0— — _-- 12-3-0 — 11-6-0 10-9-0- 10-3-0 _- 13-11-0 13-11-0 13-1-0 11-10-0 11-4-0 12-8-0 11-11-0 11-4-0 10-10-0 13-11-0 t* cov"-m I JACK DETAIL F n992 -- TE 02/ W CD101 -ENG JS H X IMPORTANT X X(t.rlls baurnco risltnA:ts, ur.. WA RNIh1GIt-S(9 KOMIE tslll(1IE c E= CI J O t� s11Ail IrOf Of 114VIOIM1n11 f1s1 All( (11 IIA1A11.11m. tlQC111N1 i mili loll rm" fills utstrll on wEst 317:.1/lCAl1UlS. Ill Ant In1ACIlG. s(C 11111.01 of IN. sit 11119 Ir O o O O ►Anuli to bulto IIE In11ss fit colrixt"Algt "1111 osinn or, 11.1. 1011 AIIn1111t1At srtelAl. 1•r.110411(nl roar C=3 .C� Ct I=A A(rint tolocclanf Alit NAnt or QorA .Aly. sl(lt 1.4111111 ASIN OUlfw.Kllls. V01.(ss nnrltllst (In ICAIt1 o c= r� o A449 9111 INCtr1 Al 1101to. All%f 1111Alt C11r1s 10 ucu.Art or Q.1IV 311A(t 0f (AROA1.11 OnACt11 ■1Oil 1 C== ALPINE O tnuss AIG U44s/ 011E11r11St 10CA1(n ort fills nlslQt roslllort tf AIIACIEo rtflrnrro Nr:A111U0. 0011011 if p t� COIA(C1011S rlfl pU11111rf po. 1!11 c IroA•r. O[SIrJI stAIGAt1q slut Mlrrtllr AI IAI;tt 11 01.. 111 r.I ILIIn -- o TRUSS cmro-1 ■nrruuntt n.1nslals M uu c 111, ut nnutrn s n.w1e n.ulncn uvA1r, urvon nm.tar L sf Al dl fins MAM111c Ar1114/ to lilt r1A1•I011ll O(PIC i0 141-C OrIfvAlt AI•N.I r.All111. iullrn!JI A caw or 1111 IN Orgf, AIG sln(t Int 0t Ottlto IIr1111 Ill Ala ollsn NAI. IKs1911 I0 11( II11l:s inl cl 11+l Will ACt/111. ••il'1 - 11.11%r/AIA Illallifilf,_ 111: - 199111111r1r1A7 Iv iigll 5.11;11 tttilml•tln 01,1111 I:dl%II+If.11101 - t* cov"-m I JACK DETAIL F n992 -- TE 02/ W CD101 -ENG JS )MI0616-WILLIAMS DAVE / COMICE - Al HIPMASTER 4- SB' TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 N WEBS 2x4 DF -L Standard `" PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a: (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. rn 0 0 z_ H V A O a o.. W W2X4 a W W W4X4.o W6X4 %- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 4- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. x L -1-10-0--j °a L- 4-0-0 i_ 5-0-01 4-0 0 ) a I 13-0-0 Over 2 Supports R-611 W-3.5' R-725 W-3.5' cti N PLT TYP. Wave TPI -95 R Design Criteria: TPI STDI .19.Ob1 O O "WARN ING- TRUSSES REGUTAE EITAEME CME IN FABRICATION. RANKING. SNIPPING. INSTALLING AND BRACING. REFER TO N11.91 (HANDLING (!STALLING AND BRACING). FUBLISNED BY TPI MUSS PLATENSTIT 0,US S O PERFORMINGFUNCTIONS.RUNLESS OTHEANISEDINDICATED. TOPISU1- THE ICHORD SIALL SAFETYPRACTICES ROPERLY CV ATTACHED STRUCTURAL PANELS, BOTTOM CaOAD SNALL HAVE A FAOPERLY ATTACHED RIGID CEILTIG. pj -IMPORTANT-rORNISN A C0►1 OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SN ALL IDT 9E RESPONSIBLE FOR ANY DEVIATION "ON THIS 013190: .__. ANY FAILURE TO ALPINE BIILD INE TRUSSES 1tl COIFOANANCE WITH TPI; OR FABRICATING- HARKING, SHIPPIRD. INSTALLING AAD BRACIRG OF TRUSSES. TITS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Or IDS 5 .7. CIATIORAL DESIGN fFICIFICATION POINSIEO BY THE AMERICAN FOREST AND PAPER ASSOCIATIONI AID TPI. ALPINE CONNECTORS ARE NADI OF FOGA ASTM ASSJ CIAO CALI. STEEL, EXCEPT AS NOTED. `am ti APPLY CONNECTORS TO CRAVINGSEACH EOF 160 TAR -ESS. AID II SEAL S01 THIS OTHERWISE CRANING INDICATESSACCEPTANCE0OfTPROFESSIONAL ENGENEER IRC AlpfacEegaam a[SPOILYSOLELY FOR EUICOMPONENT DESIGN LISOITAKLITY ANDTHIS `�4 hr-'ONBY FOR ANY PARTICILAABLDINO S THE RESPONSIBILITY OF TRE BUILDING0LS161EAu►ERANSIITEI 1.1996 SECTIO! 1. 8IP--0-0 Al .irk T�� C`T1 a PRO "I - IIS - I-i-ir TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 7.0 PSF BC LL 0.0 PSF TOT. LD. 33.0 PSF OUR.FAC. 1.25 SPACING 24.0° Scale-.375'/Ft, REF R427--33707 DATE 06/19/00 DR N CAUSR427 00171009 CA -ENG AE8/CWC SEQN - 37924 FROM KD 0616-WILLIAMS DAVE / COMICE - A2 HIP GIRD TOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 OF -L #1 c— WEBS 2x4 OF -L Standard C"] c-, PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. (H)RECOMMENDED CONNECTION FOR 19-4-0' TRUSSES FRAMING FROM THE BOTTOM CHORD 0 24" D.C.: SIMPSON LUS26. Cl)- SEE SIMPSON CATALOG C-2000. C.f3 gm. --3 _CZ: W3X8,0 W7X6 �4? THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A nTMFNqfnN-ZI qflRNTrTrn Ry Tojivt mrR GIRDER SUPPORTS: 19- 4- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. REACTIONS R A R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W3X8 (Al) His 6-0-0 5-10-6 12-10-6 Over 2 Supports R-2233 W-3.5" c'). PLT TYP. Wave TPI- C�; ALPINE Er. W3X8(BI) m R-2233 W-3.5" ia: TP - * . ..... 7 . ..... ......... .... . .- ... aRAL1144 AND MACIAS). PUBLISHED BY 7PI (TABS$ PLATE INSTITUTC, S83 O'GlOrRIO On.. SUITE too. MADISON. lot 53119) . AR SAFETY PRACTICES pgIoR TO PERFOAMIKG lots( FUNCTIONS. UNLESS OTILEIVISE INDICATED. TOP CHORD W&L NAVE PROPERLY ATTACHED STROtTUAAL PANELS. BOTTOM CHORD $NALL NAVE A PROPERLY ATTACHED 11990 CEILINO. IMPORTANT— r811ISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E161NEENED PRODUCTS. INC. $HALL NOT BE Rispossisic rcit Alf DEVIATION FROM THIS DESIGN; ANY FAILURE To :UILo 711 01,11USSIS IN CONFORMANCE MITI TPI: 01 1ABRICATING, MARKING. SHIPPING. INSTALLING AND RACING TRUSSES. THIS UESIGE COIFO11NI WITH APPLICABLE PROVISION$ Of ADS JOATIONAL DESIGN SPtCI1ICAIIO5 PRILINED AT THE AMERICAN FOREST AM PAPER ASSOCIATION) RHO TPI. ALPINE CONNECTORS All MOE OF 204A ASTN A661 L1140 SALI. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Too SS. AND UNLESS OTHERNISt LOCATED CA THIS DESIGN, POSITION CONNECTOR$ PER CRAVINGS 160 A-1. TIE SEAL 01 THIS DRAVING INDICATES ACCEPTANCE 01 PROFESSIONAL 141111FAING RESPONSIBILITY SOLELY FOR YNt TRUSS CONPOICNT DESIGN SHOKII. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEN ARSIMI 1-1995 SECTION 2. �q -2, 0-5-4 -0-0-0 C�Oum-' V L) NG DEPApTMp APPROVpn AhL CA/ -/l/ -/-/-/F Scale -.3750/Ft. FESVQQ�� TC LL 16.0 PSF I REF R427--33708 TC OL 10.0 PSF DATE 06/19/00 8C DL 7.0 PSF DRW CAUSR427 00171033 BC LL. 0.0 PS'F CA -ENG AEB/CWC TOT.LD. 33.0 PSF SEON - 39065 DUR.FAC. 1.25 FROM KD SPACING 24.00 10616-WILLIAMS DAVE / COMICE - B1 MOMO HIPSET 6' SS TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 r- 'WEBS 20 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. c3.: USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND (SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS co -A EVERY 3.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT o TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER o HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. zISUPPORT HIP RAFTER WITH CRIPPLES AT 4- 2-15 OC. O W a W W - x c.5 W W4X4 o- TIIIc nua DDCOADcn ucrL.C.6llun nttlb L/Z40.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 1J9 V C iN 41-10-0--j 1— 6-0-0 I 6-0-0 1 FIR 12-0-0 Over 2 SupportsGml — R-808 W-3.5' R-833 PLT TYP_ WAVAa TDT-OGLD 3-6-4 8-0-0 Gi d c� e-'41LUiNG DEPARTMIENt APPROVEn A L P I N E `� �Q A SM I=COM01[NTIFot _ ....I.. Ira aIu 1 ACCIACNWARIlR REFER RTO 010 -Pt SSES 1 (NANORE II*1N8 I Altl C ANSI NIUCINC)HEME CARE 10 FABRICATION.AN ►UPl1. SNIP INGrPl INSTALLMUSPLAING TE 11sr1tlTt. SDs D'olo►Nto DR., SUITE too. MADISON, rt SS719), foN SAFETr PRACTICES PRIOR TO PEAFOAMING THESE FUNCTIONS. UNLESS o7MEMrISE INDICATED, TOP CHORD SMALL BAY[ PROPERLY ATTACHED STRUCTUAAL PANELS, BOTTOM CHORD SMALL Alt A PIOPIRLY ATTACHED 11610 CEILING, —IMPORTANT— ►URNIS1 A COPY OF THIS DESIGN TO TBE INSTALLATION CONTAACTON. ALPINE ENGINEERED PRODUCTS, INC. SNAIL NOT It RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGII ANY FAILURE TO BU ILO THE TAU SES IN CONFORMANCE YITp T►II ON FABRICATING, ANGLING, SHIPPING, INSTALLING ANO BRACING D/ TROSSfs. Tllf DESTGA CONFOKHS NITA APPLICABLE PROVISIONS OF Not (NATIONAL DESIGN SPECIFICATION PUBL138ED IT THE AMERICAN FOREST An PAPER ASSOCIATION) ANO TFI. ALPINE COINECTORS ARE MADE OF 20GA ASTM AGS3 CM GALT. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EAC/ FACE OF TRUSS, AAD UNLESS OTHERWISE LOCATED 01 TOTS DESIGN, POSITION COIIICTOAS PEA ORANINGS ISO A -T. TAE St AL 01 THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ANYLITY LPAKT[COLAlELY FOB EB01LD11TNUSS B SOTNETHESf0151B(LITT 0/ THE BUILDING DESIGN SHOWN. THE ITY DESIGNED. PER THIS AHS(/TPI I'INPS ARTPARTICULAR E. 1 E l�NLt A TC LL 16.0 PSF TC OL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT. LD. 33.0 PSF $Cele -.375' Ft. REF 8427--33709 DATE 06/19/00 DRN CAUSR427 00171010 CA -ENG AE B /CWC SEON - 38071 DUR. FAC . 1.25 FROM KD SPACING 24.0• 10616-WILLIAMS DAVE / COMICE - 82 ITOP CHORD 2x4 DF -L i1 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard L" PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. n.: 110 PSF BC LIVE LOAD PER UBC. rn co 0 0 z. N/] H U A d a Q.. Ca W 04 w WL7L4�A1) W z Ln LAcu ur ziKULIUKAL rANLLS UK KIGID CEILING USE PURLINS: TO BRACE TC @ 24.00° OC, BC @ 72.00` OC. DEFLECTION MEETS L/240.0D LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 7-4-5 -0-0 cam. 1�� 10-0 a Q �-----12-0-0 Over 2 Supports Sm R-502 W-3,5• R-489 'ter N PLT TYP. Wave TPI -95 R Desi n Criteria• TPI STO 1 0 O O N z 3Z c0,u ly i- ilLUMI G DEPAK P I AEN PR"WE"' jj VA - 1 - - --WARNING-- TRUSSES RlONIRE [NTLAEN[ CAN[ IA FABRICATION. - r JCale —.n -Ft. OR. HANDLING, SNIPPING. INSTALLING AND [LANCING. 1[811 TO 118-91 (RAMBLING INSTALLING AND LNACING), PUBLISHED 01 TPI (TRUSS PLATE E TC LL 16.0 PSF REF 8421--33710 INSTITUTE, S03 D'OR0F410 DR., SUITE 100. HADISOS. NI S3llO), FOR SAr[tV PRACTICES PRIOR TO PERFORMING THESE FRACTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACREO TC DL 10.0 PSF DATE 06/19/00 STRUCTURAL FANELS, BOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMP00.TANT•• IUARItHTTOA CO►I OF THIS DIMS TO THE INSTALLATION COMH: ITAACTOA. ALPINE ENGINEERED BC DL 7.0 PSF DRN CAUSR427 00171011 PRODUCTS, INC. SMALL TOT it AESPOSSIBLE 104 ANY DEVIATION FROM THIS DESIANY FAILURE TO ALPINE 1RACINGUILD HOFTTUSSESROSSIS 11 �THISNDESSIIGNICONFORMSWTH IPI:OWITH �APPLICABLE PROVISIONSTING, HANDLING.SOFPNO$ (NAT ONALIOESIGN BC LL 0.0 PSF CA -ENG AEB/CWC SIC I'ICATI0: PUBLISHED BY TO[ AMERICAN MIST AND PAPER ASSOCIATIOR) AID TPI. ALPINE CONHECTOIS AHE MADE OF INA ASTM ANSI SA40 QALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEON - 37938 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITIOR CONNECTORS PEN �f,,.�.oeaed pp,,..,,,,/V,,,,...... DIAWINGS 160 A -I. TIE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF ►ROFESSIORAI EN01NEFt TNG BUR. FAC. 1.25 FROM KO ` � CA" CONPRESPONERT FOR AMYLELY 101 PALATICOLANETRUSS BUILDINGG 13 TIETRESFONS10 HITT OF THE BIILOUGITY AND DESIGNNER. PER TRIS M ANSIMI 1-I90% SECTION 1. �4 SPACING 24. 0 N N 1-1 co C:L C7)- c"). 7)c•). cc) 0 0 z 6-WILLIAMS DAVE / COMICE - B3 TOP CHORD 2x4 DF -L 61 BOT CHORD 2x4 OF -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. 10 PSF BC LIVE LOAD PER UBC. E- 0 a C>~ A w a C-:3 w , z c.5 z w w Ia. d_ W3X8 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NFR. CALCULATED HORIZONTAL DEFLECTION IS 0.17' DUE TO LIVE LOAD AND 0.18- DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72,00" OC. W4x41s 12-6-0 12-6-0 L 7-6-12 7-3-4 10-2-0 i4 25-0-0 Over 2 Supports R-820 W-3.5" per, R-925 W-3.5' CV YfGAO tDl) = 1I� 10.0 PLT TYP. have TPI -95 R Desi n Crlteria: TPI S' •• MARRING ^ TRUSSES Rt0U1RE EITREME GRE IN FABRICATION, HAMOLIRB, SRIPPIRG. ALP ARD p BRACING. REFER TD RIO -91 (NARDIISO INSTALLING AND BRACIIG). ►UBIISMEO BT 7►1 (TRUSS PLATE o IMST ITUIE, 5 0 7 D'OROFRIO on.. SUITE E00. MADISON. NI 63719). FOR SAFETY PRACTICIS PRIOR TO o PERFORMINGTMESt FUNCTIONS, UNLESS OTHERWISE INDICATED. Top CRORD SMALL HAVE PROPERLY ATTACHED N STRUCTURAL PANELS. BOTTOM CHORD SHALL RAR A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C7j PRODUCTS. INC. SMALL NOT BE RESPTISIBLE f0I ANT DEVIATION FROM THIS DESIGN: ANT FAILURE TO ALPINE BRACIHBTHE O/TnNSi[SAUSSIS ,N GTRIpS OE7IWICON 00.NSDNITH AP/LIGBIE PRO►IS[ORSSO/PPIIDSINB(NAIIOHAI]DLS18R :Z. ' PIC IPICATIOn /UBIISN[D BY THE AMERICAN FOREST AND ►APER ASSOCIATION) ARO TPI. AL►1St CONNECTORS ANL MADE OF RUGA ASTM A693 040 GALT. STEEL. CICEPT AS NOTED. APPLY CONNECTORS TO ti EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED On THIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A•1. THE SEAL OM THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL EX61NEERE590NSIBIIITT SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWS. TlHIIRB FSCOOENT OA ANY PARTICULAR BUILDING If T!E REOONSIBILITT Of TIE BUILDING DESIGNER. Ott AMSIMI 1.1995 SECTION S. ,-�3 +8-0-0 -it 7zism ccufo"v Q 1 CA - 1 - - - F E>iBEp TC LL 16.0 PSF TC DL 10.0 PSF '0 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--33711 DATE 06/19/00 DR W CAUSR427 00171012 CA -ENG AEB/CWC SEON - 39067 FROM KO (COMI0616-WILLIAMS DAVE / COMICE - B3S TSC) TTOP CHORD 2x4 OF -L #1 ROT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Ms: (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co C=D PSF BC LIVE LOAD PER UBC. 0 0 z E-• v 0 0 a M1. ca 0-5-4 w w W3X8,__, z z w w - THIS nWO PRFPARFn FROM CnMPIITFR TNPIIT n AAnc t nTNFHSInN51 SIIRMTTTFn RV TRIICC MGR CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC @ 72.00" OC. W4X4�� W4A0kV1) a 1�� 10- 0� ai 12-4-6 12-6-0 10 7-5-2 1 7-3-4 10-2-0 I 24-10-6 Over 2 Supports R-815 W-3.5" `D PLT TYP. Wave TPI -95%R G NIACINS, 11FER TO NI11•91 (HANDLING 19STA4LIN6 AND BRACING). PUBLISHED Of TPI (TROSS PLATE C IOSTI TBT[, SOS D'OOOFRIO DR.. SUITE 200. MADISON. N[ 5}719). FOR SAFETY PRACTICES PRIOR TO C.V 'ENFORHlNB THIS[ IS 1. UNL[Sf OTHENY]S[ (RDI CATCH. TOP CHORD SMALL HAVE ►ROPERLT ATTACIM SIR ►ANtli. NOTION CNORO SHALL WE A ►ROIERLY ATTACHED RIGID CEILING. .--i .`IMPORTANT-- FUIDIS1 A COPY Of TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E161RECRID N PRODUCTS. TIC. SNAtt NOT BE RESPONSIBLE ►O1 ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO OOILD THE TNOSSES IN CONFORMANCE WITH TF1: 01 FANAICATING. HANDLING, SHIPPING, INSTALLING AND A L PINE OSACING OF TRUSSES. THIS DESIGN COIFOAMS WITH APPLICABLE PROVISIONS OF GO$ (RATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ....� CONNECTORS All IUD[ OF 208A ASTM ANSI tlM0 GALV. STEEL. EXCEPT AS NOTED. APPLY CONVECTORS TO EACH FACE Of T1US1. ANO UNLESS OTNINNIIE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAHIRGS UO A•I. THE SEAL ON TOTS 0RANI1G IRDICATIf ACCEPTANCE OF PROFESSIONAL ENGINEERING ♦L he &gbWWCJ RESPONSIBILITY SOLELY FOR THE TOOSS CONPONIOi DESIGO SHOWN. THE SUITABILITY AND USE OF THIS •�-W�w ffm `•"".A 95M COMPONENT FOS All ►ARTICULAN BUILDING IS THE RES►ONSIBILITT OF TM[ BUILDING DESIGNER. ►[R ANSI/TPI 1-1991 SECTION 2. R-921 W-3.5" +a-0-0 LAI -/1/-/-I-/r 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• u'li1ir Scale-.250/Ft. REF R427--35757 DATE 06/21/00 DR W CAUSR427 00173001 CA -ENG /CWC SEON - 39323 FROM KD COMI0616-WILLIAMS DAVE / COMICE - [DTC] B4 TSC TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a (NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS rn AND STUCCO (10 PSF) ON ONE FACE. o (K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24.00. THROUGHOUT PLUS HEEL z PLATES AS SHOWN. W3X4 0 V A O a A W c a W2X4 W ' z_ C.7 z ' THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFR SEE DWG GOLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING 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. w W 23-0- 7-6-12 12-6-0 7-3-4 12-6-0 10-2-0 25-0-0 Over 1 Support R-128 PLF W-23-0-0 N Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD I 'WARN ING•` TRUSSES REOUTAE 91TREME CARE 1N ►ARAICATIOE. MAADL UG. SNIPPING, INSTALLING AND C=)- BRACING. NIFIA TO NIB -91 (HANDLING INSTALLIAB AND BRACIEG), PUBLISHED BY TPI (TRUSS PLATE p INSTITUTE, 661 O'ONOFRIO DR., SUITE E00. MADISON, WI 51)1G), FOA SAFETY PRACTICES PN10A TO C=2 PERFORMING TIES[ FUNCTIONS. ONlE33 01E[lY7 SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Ay STRUCTURAL PANIl3, BOTTOM CHORD SEALL NAPE A PROPERLY ATTACEED RIGID CEILING. •IMPORTANT*" ,LIRE! SR A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CT PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY 0ET1A7102 FROM THIS DESIGN: ANY FAILURE TO A L PINE BUILD TGE TRUSSES 14 CONFORMANCE WITH TPI: OR FABRICATING, MANKIND. SHIPPING. INSTALLING AND BAACING OF ROSS Ef. TaIS OESIGE CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN '7... SPECIFICATION PUSLISBED BY TMIE ANERICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C� CONNECTOR$ AGE NAGE OF IOGA ASTM A653 U40 CALF. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Or TRESS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. P0f1710N CONNECTORS ►[A DRAWINGS 160 A•E. THE LEA] ON Till, DRAWING AN INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING p.,,..1.,.,ft RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SNtiBtiJm10. CA 9SB1� COMPONEAT FOR ART PARTICULAR BUILDING 13 THE RESPONSIBILITY 01 THE BUILD196 DESISREA, PER ARSI/TPI I -IPPS SECTION E. +8-0-D IS DEPIA B MOTT' V . . CA - 1 - - - F Scale —.25W Ft. TC LL 16.0 PSF REF R427--33712 TC DL 10.0 PSF DATE 06/19/00 BC DL 7.0 PSF ORW CAUSR427 00171034 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 33.0 PSF SEAN - 39164 DUR.FAC. 1.25 FROM KO SPACING 24.0' (COMI0616-WILLIAMS DAVE / COMICE - Cl HIPSET 6' SB) TOP CHORD 2x4 DF -L #1 BOT CHORD 2X4 DF -L #1 N WEBS 2x4 DF -L Standard �jPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 1.42 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT o TC @ 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER o HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. z (SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 0- 1 OC. w2X6( W4X4,p W7X64�? THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 01 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 41-10-0j L 6-0-0 1 2-10-0 1 6-0-0 14-10-0 Over 2 Supports R-882 R-998 W-3.5' L17 N PLT TYP. Wave TPI -95 R Desi n Criter]as TPI STD 19 Aki A - - r scale —.Sia- rT. —WARN NG-- TRUSSES 1[OIIR[ EXTREME CAME IN 1APRICATION, NANOLINO, SNIPPING, INSTALLING AHD C=D ONACING. REFER TO 110-91 (HANDLING INSTALLING AND BRACING), PNOtISHED BY TPI (TAUS: PLATEID TC LL 16.0 PSF REF R427--33713 C=. INSTITUTf. IBS D'OROFRIO DR.. SUITE IOD. MADISON. NI 63719), FOR SAFETY PRACTICES F1t01 ToTC DL 10.0 PSF DATE 06/19/00 C� PEUORMING THESE FUNCTIONS. UNLESS OTHERNESS INDICATED, TOP CHORD WALL HAT[ PROPERLT ATTACHEDCV STRUCTURAL FAA[LS. BOTTOM CHORD SHALL SAFE A PIDPf[LT ATTACHED 11610 CEILING. —INFORTANT• FINNISH A COPT OF 1019 DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE EN6IRIEREDBC DL 7.0 PSF DRW CAUSR427 00171013 Q; PRODUCTS, INC. SN ALL NOT If RESPONSIBLE FON ART DEVIATION FROM THS DESIGN; ANY FAILOSE TO NG AND ALPINE ORACIN6 OF TRUBUILD THE SSES. COTHIS "OEfIGNICONF0TH 11M5 KITH APPLICABLE ►ROtjSI01i50F MOS G(tlAT10AaLiDESIGN BC LL 0.0 PSF CA -ENG AEB/CWC .7.. SPECIFICATION FOOLISNED OF THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NADE OF ROLA ASTM A6S3 0140 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEQN - 37949 EACH FACE Of TROSS. AND UNLESS OTHERNISE LOCATED 01 THIS DESIGN. POSITION CORNELTORS PEt AE�effa ORA11995 160 A-1. THE SEAL 01 THIS DRANINO 1101CATKS ACCEPTANCE OF PROFESSIONAL ENGINEERING 0 UR .FAC . 1.25 FROM KD `� " Wnft� . COMPMEI[TRESPONSIBIIOR ARTITY LPANi1CULMELY FOR EB01lDiN0TRUSS I SOTNE NES►ONINT ISIBII (NTT OF THE BUILDING DESIGNER, CSIGIIERTY AND SEPI/ THIS SNQ'�" '_-9S82C ANS)/TF1 l•DA9! SECTION R. • SPACING 24.0 +8-0-0 emilLUNG tip Rf;%VEm (COMI0616-WILLIAMS DAVE / COMICE C2 COM) TOP CHORD 2X4 OF -L J1 , BOT CHORD 2X4 DF -L #1 N WEBS 2X4 DF -L Standard 1-1 c:' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 Ea THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HFR IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING 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. w 41-10-D� a L 7-5-0 I 7 5 0 I —14-10-0 Over 2 Supports R-480 R-594 W-3.5" tz. cli ca -� PLT TYP. Wave TPI -95 R Des1 C 1t 0 O O N CT z ti Cz. +8-0-0 JurfiE APPpff I ven I A L P I N E CA 95' x" n r eria. TPI STD •YARNING•• 1RU25[S REpp]RE EiiRENE W( IN FABRICATION, 1A1D11 N0, sHIPPINB. INSTALLING AND OMCING. 1LfT1 TD Nle -91 IIARULING INSTALLING AND GEAC11Gl. PUNLISNED DT TPI (TRUSS PLATE INSTITRTL. $05 D'ONOFNIO ON- SUIT( E00, NADIS01, MI 63119), fat SAFETY PRACTICES PAIN TO PERFOARINO THESE FUNCTIONS. UNLESS MIAMI INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACKED STRUCTURAL PANELS, BOTTOM CHORD SNAIL NATI A PROPERLY ATTACH[D RIGID CLIL UG. IMPORTANT-- FURNISH A COPT Of THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALI ENGINEERED PRODUCTS, INC.CSHALL NOT BE RESPORSIBL[ FOR ANY 0[TIATI01 f60M THIS OLSIGN: Al FAILURE TO e0n0 719 TRIMS IN CONFORHANC[ Nin TPI; OR FABRICATING. HANDLING, SN1PP11G. INSTALLI OG AND eRAcnc or nlss[s. r1n p[sla coNFDRHs r1TK AvnuAeu ►1DrrslDls Df Nos (1Anoeu o[suN SPICE SCAT 01 PSLISIED IT THE Amami FOREST Alm PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS All MADE OF [DGR ASTM AO{i 1140 BAIY. STEEL. E[CEPT AS NOTED. APPLY CONNICTpRS TO EACH fAtE Of TRUSS, AID UNLESS OTHERWISE LOCATED ON THIS DI St ON, POSITION CONNECTORS PE0. RING R""0ISIBILITT SOL(LYTHE FORSEAL THE TRUSS TRIS CONPON[Al DESIGNINDICATES SROYECEPTAXCE OF THE SUITABIL17Y0AND 091 OF(THIS COMP EOE A1Y PMTICULABUILDING IS TAE RESPOISIBILITT Of IBE BUIL0116 DESIGN(,• PER ANSI/TPI 1.1995 SECTION I. 19 FE I��_ -'f( J 'O 5 CA/: -/l/ -/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. L0. 33.0 PSF Scale -.375' Ft. REF. R427--33714 DATE 06/19/00 DRW CAUSR421 00171014 CA -ENG AEB/CWC SEQN - 37981 D UR . FAC . 1.25 FROM KD SPACING 24.0• L: N 0 ga.: rn C--� co 0 0 x 0616-WILLIAMS DAVE / COMICE - Dl MOD NIP GIRD TOP CHORD 2x4 OF -L #1 :T2 2x4 DF -L #16Bet.: BOT CHORD 2x6 DF -L #2 :B2 2x6 OF -L SS: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS TC - From 78 PLF at 8.00 to 78 PLF at 20.17 BC - From 21 PLF at 0.00 to 21 PLF at 20.17 TC - 555 LB Conc. Load at 8.00 BC - 1390 LB Conc. Load at 20.17 (N) (H)RECOMMENDED CONNECTION FOR TRUSS GI FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-2000. W6X4 of WN411a W3X8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. e- L,uHlp I eye I russes Kequi red NAILING SCHEDULE: (0.131X3.0_g_nalls) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 12• o.c. WEBS : 1 ROW @ 4• o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L1240.00 LIVE AND L/180,00 TOTAL LOAD. W4X4 B W3X8 - - P., �wi ip� As' I PZAVA I VzAe 0 i h Ne - � I i Nl�: 7 i 170,411 �qh 0 w w -WU801) e. W1.5X4II W3X8Em @@ZZ W2.5X41a W2X4III W4K W3X10ea W1.5X419 w x W5X6 a z W5X4(A1) s w w a 8-0-0 I 19-0-0 I B-0-0 I I 35-0-0 Over 2 Supports R-3041 W-3.5• a_ R-2681 W-3.5• N PLT TYP. Wave TPI -95 R Desi n Criteria• TPI STD 19 -D I +A-0-0 E PPRuij�ej CA - I - - - F Scale -.1875" Ft ••YARNING`• TRUSSES R[ONINF E[TIIEHE CARE It FABRICATION, KAYDI IRO, SXIPPI NO, INSTALLING AMD C=2 BMCIYN, NfSER TO NIB•I (MANGLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Ess, TC LL 16.0 PSF REF R427--33715 C=1 INSTITUTE. SBS O'OMO"TO OR.. IUITI IOD. MAD130N, YI 57110). FOR SAFETY FAACTICIS PRIOR TO C=D- PERFORMING THESE FONCTIORS. UNLESS OTNERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 06/19/00 N STRUCTURAL PANELS. BOTTOM CHORD SMALL RATE A PROPERLY ATTACKED RIGID CEILING. ^IMPORTANT•FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9 rBC DL 7.0 PSF DRW CAUSR427 00171028 � C77 PRODUCTS. INC. SRALL NOT GE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO l'T7 BY IID THE TROSSES EN CONFORMANCE VITR TPI; OR FABRICATING, KAIDLING. SHIP►IMG. INSTALLING ARD C m ALPINE BRACING OF TRS ISE S. 'NIS DESIGN COIFONNS KITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN ' BC LL O,O PSF CA -ENG AEB/CHC .'�-. SPECIFICATION PUBLISHED BY THE ANEAICAn /OR EST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF FOGA ASTM A653 GRAD QALY, STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO TOT. LD . 33.0 PSF SEAN - 38117 ti EACH FACE OF TRFSS, AND UNLESS OTHERVISC LOCATED ON THIS DESIGN, POSITION CORRECTORS PER w ORANINu 160 A•I. TME SEAL OM THIS .,,INS INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGAIpjEN` OUR. FAC. 1.25 FROM KD ��11BQ0Q COMPOKENTNESPO S19IFOR An PANTICOLAAEBUILDING 1USS 3OTHETREESSPONSIBILSIGN ITY OF THE BUILDINGITY ESI6IER: PER THIS M fIDCl1 G 9 ARSIITPI 1-1993 SECTION t. q SPAC I NG 24. 0' 10616-MILITAMS nAVF F rnuirr - n -i u mere — — ITOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 cli WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.-3. a IUSE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS c�> EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT C.93. TC Q 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER d HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. zISUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W3 6 a W2.5X4 0 W3X8Ea 7 r��,i - W1.5X4 m W3X8 sa WSX4(A2) w u"6-1 Avn FICC1J L/49U.VU L -IVC. AFTU LjJ0U.UU IUTAL LOAD. • 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 - W3X6 a W2.5X4 �17 W1.5X4 M W2.5X4 ® W3X8 a W1.5X4 BI W3X6 e W5X4(A2) o k4aJ L 10-0-0 I 15-0-0 I 10-0-0 I fLOT 35-0-0 Over 2 Supports R-1399 W-3.5* R-1501 W-3.5* .8-0-0 -P Z i PLI ITP. clave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - - F � S�ca�l 'YARNING-- TRUSSES REQUIRE ESTREHI CARE U FABRICATION. PAROLINS, SHIPPING. INSTALLING AND BRACING. RnER To NIB -91 (#ANGLING 149TALLING AND BRACING), PUBLISHED BY T►I (TRUSS PLATE TC LL 16.0 PSF 5� REF R427-- ,.$IITOTE, $BS O'DNOFMIO AB.. SPIT[ 100. MADISON, NI $3119), FOR SAFETY PRACTICES ft Tom TO PERFORMING THESE Fummams. ABLE$$ OTHERWISE INDICATED, TOP CHORD SMALL BATE PROPERLY ATTACHED STRUCTURAL FUELS. BOTTOM CHORD SHALL RASE A ►ROPERLI ATTACKED RIGID CEILING. "INPORTAST— FURNISH A COPT yyyl TC DL 10.0 PSF DATE 06/19/00 Of THIS DESIGN TO TRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IBC. SHALL NOT BE RESPONSIBLE ►OH ANY DEVIATION FROM THIS DESIGN: ANY FAILORE TO THE TRUSSES IN coNFORMARCE 9 A BC BC DL 7. D PSF DRW CAUSR427 00171015 ALPINE HITS 1n: ON FABRICATING, HANDLING. SMIPPIRS. INSTALLING AND BRACING of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE nor(sloes of Nos (NATIONAL DESIGN SPECIFICATIAB POILISHED >o BC LL' 0.0 PSF CA -ENG AEB/CNC BY TBE AMERICAN /oim AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARI MADE DF tOGA AITH AXIS Or ��D.,,,1.,,,. ��"�"�'�' G9S>uE 9440 041. STEEL. EXCEPT AS NOTED. AP►lT CONNECTORS TO EACH PACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN DRAWIWCS 190'&-2. THE SIAL OB THIS DRAPING INDICATES ACCIPTANCE OF PROFESSIONAL ENGIR[fa1NG CCOMPONENTPONSIBIFOR ARTLM LPARTICELY CUULAREBOIIDI GTRUSS UI$ THETREESPONSIBILITY Of THE BUTHE ILDINGTY AND DESIGNER. OF PER THIS ANSIITPI 1.1995 SECTION 2. t TOT. LD. OUR. FAC. SPACING 33.0 PSF 1.25 24.0* SEON - 37962 FROM KD 10616-WILLIAMS DAVE / COMICE - D3 TOP CHORD 2x4 DF -L #1 BOT CHORD 20 OF -L $1 cli WEBS 2x4 OF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. CT M CO O O W1.5X4 lk E-+ V A A O A4 Q., A W w W4X4(A2) • z W2.5X4 ,o W3 76Fc>A W2.5X4 m W5X6 Ia (A) W3X6 s W3X8 - (A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00. OC, BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 kZ 60 -1 7 W1.5X4 0 W2.5X4 is W4X4 (A2) s. -0-0 73 -10-0 L< 17-6-0 17-6-0 , aWTE U' I L 35-0-0 Over 2 Supports GO A—DiNG DEPAL :firmr, R-1152 W-3.5" ._ a.. R-1254 M-3.5" N APP"' ®QED PLT TYP. Nave TPI -95 R Desi n Criteria: TPI STD 19 CA/ -/l/-/- /-/F Scale -.1875'/F ••VARMING- TRUSSES REQUIRE EXTREME CARE IN FANA [CATION, HANDLING, SNIPPING, INSTALLING AND o BRACING. REFER TD 1111.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE E TC LL 16.0 PSF REF R427--33717 p INSTITUTE, !B3 D'OIOFR1O OR., SOITE L00. RADISOH, WE 53719). FOR SAFETY PRACTTCIS PRIOR TO O P[RFONNING THESE PONCT1011S. NNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLT ATTACHED �4 TC DL 10.0 P SF DATE 06/19/00 N STRUCTURAL PANELS. BOTTOM CHORD SRALL HAVE A PROPERLY ATTACHED 4I610 CEILING. ••IMPORTANT- FURRISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E46I4EERED .O BC DL 7.0 PSF DRW CAUSR427 00171016 07 FROONCTS. INC. SMALL NOT BE I[SPONSft([ FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE BUILD TWE TRUSSES IR CONFORMANCE WITH TPI; 06 FAINICATING. HANDLING. SNIPPINS. INSTALLING AND m BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN B C L L 0.0 PSF CA -ENG A E B /CWC z SPECIFICATION PUBLif11l0 IT T11E AMERICAN FOREST MD PATER ASSociA710R) ARD m. ALPINE # * TOT. LD. 33.0 PSF SEQN - 37972 .'� CONNECTORS ARE MADE OF IOU ASTM AS$3 GRAD CALI. STEEL. EXCEPT AS NOTED. APPLY CONIECTORS TO '-+ EACH FACE OF TRUSS. AND 116LISS OTHERMISE LOCATED 09 THIS DESIGA. POSITION CONNECTORS PEI _ CRAVINGS 360 A-E. TN[ SEAL 011 THIS OWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEER OUR. FAC. 1.25 FROM KD y�p�,,,,p,,,,•,•_�..�+�+ww�yyp-�,,,,9,,.�, COMPlfSPONI11Tf FDR ANY PANTICNLARLITY SOLELY FOR IBYILDIN TRUSS COMPONENT RESPONSIBILITY OF THE BUILDING DESIGNER. PESIGN SHOWN. TMISOZTABFLSTY AMD USE R TRIS .L Sf[11S LESS D�R:A 9•• sll� III/TPI 1-19PS SECTIO/ L. NT SPACING 24.00 GOMI0616-WILLIAMS DAVE / COHICE - E1 MONO HIPSET 8' SB ITOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L #1 cli WEBS 2x4 DF -L Standard .-. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7 3 3 rz.IUSE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0" OC. EXTEND C7) -SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS c-� EVERY 3.48 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT o TC 0 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER o HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIP0699. z SUPPORT HIP RAFTER WITH CRIPPLES AT 4-11- 1 OC. H V L O LY. W5X4,o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 8- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 1.112 V 1 A Z W x 41-10-0- If9A9 5W 8-0-0 I 6-11-8 _I 14-11-8 Over 2 Supports R-1124 W-3.5' w N PLT TYP. Wave TPI -95 R Desi nRE L Criteria: TPI STD or oI BRACING. it, TO NtB•91TRUSSES UI (RMDt1A6 IBiEME TAllIM6 AND BRACIIG)t 11 �AB41CATION. H,M PUBLISHED Or T11 INSTALLING (TRbSSPIAT® C= INSTITUTE, SBS D-ONOFNIO DR.. SUITE 100. MADISON. N1 $3719). FOR SAFETY PRACTICES PRIOR TO C= PERFORMINGTHESE FUNCTIONS. UNLESS OTHERNISI INDICATED. TOP CHORD SMALL RAVE PROPERLY ATTACHED CV SIRUCTUNAt PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. t7� To TIE •PRODUCTS.RU. INC. SHALL II NOMTAB[Opy or IRIS IES►ONSIBLE IOgGBMY D[ilATI01LFADMNTtl I3 D[S(6!; ANY ALPINE FAIrcL�UAEETOD A L P I N E BOiLO THE n/ftEb IN CON►ORMICE VITT TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING MD HRACIIG OF TNOSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nps (NATIONAL DESIGN SPEC1f1CAT10N ►OIl15NEp BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of tOGA ASTM AISS CA40 GALV. STEEL, ESCEPT AS ROM. Apply CONNECTORS TO ti EACH FACE OF TRUSS. AND UNLESS OTAIRNISE LOCATED ON THIS DESIGN, POSITION CpNNEROtS PIN s 'DEAWINGS END &.I. T►StAt 01 1 INDICATES ACCEPTANCE PROFESSIONAL ENGINEERING a'�101lITT SOLELTORTMt TRUSS COMPONENT DESI6NSNOYtTHE SUIBIl1TTAND USE or THIS SN COIPOBT FOR AIT PARTICULAR BUILDIBA iS THE AESPo1SIBILITT OF THE BUILDING DESIGNER, PEA ANSIITPI 1-1995 SECTION E. F 10 R-1339 W-3.5• F( 4-8-4 -0-0 BUTTE Cou f \ DEPARTMEp,!- APIP"ROVED -mi -F 1./ -/ -/-/r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LO. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0° Scale-.375•/Ft, REF R427--33719 DATE 06/19/00 DR W CAUSR427 00171017 CA -ENG AEB/CNC SEAN - 37990 FROM KD COM10616 NILLIAMS DAVE I COMICE E2 MONO) THIS DWG PREPARED FRON COMPUTER INPUT (COADS 6 DIMENSIONS) SUBMITTE A RV TDIICC eco TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #I (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. WEBS 2x4 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Lc� PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 -TABLE 7.3.3. TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. Q 10 PSF BC LIVE LOAD PER UBC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c—ITRUSS SUPPORTS 240# MECH UNIT• UNIT CENTERED AT 1A.IA_1A RIGHT END VERTICAL MAY NOT BE EXPOSED TO -WIND PRESSURE. c-7 SUPPORTED BY TC: UNIT WIDTH 2- 4- 0; SUPPORTED BY 3 TRUSSES. rn CV C=; W9 rVA , z E~ v Q 0 a IZ-. A C-3 WCX4(A1) o N2X4W W - z w z d E 14-11-8 Over 2 Supports . I R-647 N-3.5• R-673 N-3.5• L" PLT TYP. Wave TPI -95 R Desi n Criteria: TPI 5 ••YARDING•• TUTOR REOUIR[ EETEE6[ CASE IM FAONICATION, NAIIDLINC, SHIPPING, It$iLLUNO AND I tSAy MG. G[llN TO 010.03 (NANDLtOi IMSTAI LING AND UACIMG), PUBLISHED 17 TPI (iSUSi PUT[ 0 INSTITUTE, SOS O'DROFA IO DE., SUITE POO. MOEfOM, YI f7)1G), FOE iAfETY PRACTICES PRIOR TO C=1 PERFORMING TNISE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $SAIL RASE PROPERLY AYIACSEO C=) STRUCTURAL PANELS, 601TOH CHOAD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. RED N **IMPORTANT -- PRODUCTS. INC. SNAIL INOT SS AOf RESPONSIKECOPY Of TIES OFOR GMANY To TOE.1" ION HE LFROIT IRIS ATION TDESIGN: AAll NEFAILUNEE7 A L P I N E McIt9 OFILD talTCOT RUSSES 11COTHISHDESIGN ICO FORTIS WITNAAP►LICIANCI WTH TPI: 01 'A24.Mtl PROVISIONS KING, SHI RDSS(NATEORLL.110AL IGN' CLPINE OR NE CT DRSSPECIFICATIAREON /HAD($OF DTOGABY TASTNHE RAfS 6440 GALV. ERICAN FOREST ASTEEL. EICEPTIAS)NOTED. AM ASSOCATON) ANDTAPPLYPI.ACONNECTOSS TO C.7 EACR FACE 0► TRVfS, AND UNLESS OTNFEVIft LOCATED ON This DESIGN, POS17100 COGNECTOIS PER `� DG AOtN t! 160 '*'i THE REAL OR TNit 0801109 1MOICATES ACCEPTANCE Of ►SOFESSIO/AL ERGINECRING Mill 30l(lY'FOR THE TIM COR►ONENT DESIGN SHOWN. -TOE SOITRUITT AND USE OF THIS COH►0tE0f FOR ARt ►ANTICULAS BUILDING IS TRE RESPONE U1l PTY OF THE BUILDING OE 3ICVES, PER AISIIT►1 1.1DlS MICTION t. ptA W Aug 07 2000 L.A - -L - - F Scale –.25' Ft. TC LL - 16.0 PSF REF R427--17719 TC DL 10.0 PSF- DATE 08/07/00 BC DL 7.0 PSF DRN CAUSR427 00220015 BC LL .0.0 PSF CA -ENG GTP/GWH TOT.LD, .33.0 PSF SEAN - 42722 DUR.FAC. 1.25 FROM KD SPACING 24.011 (COMI0616-WILLIAMS DAVE / COMICE - F1 COM DRAG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF-L (¢1 NEGATIVE REACTIONS (R--1725# MAX, SEE BELOW) REQUIRE UPLIFT ccli - BOT CHORD 2x4 DF-L WEBS 2x4 DF-L Standard CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. co ** ** �y PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3,3. THE MAXIMUM HORIZONTAL REACTION IS 5917.585 (DEFLECTION MEETS L/240.00 LIKE AND L/180.00 TOTAL LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. TRUSS TRANSFERS 163.00 PLF ALONG TOP CHORD 10 PSF BC LIVE LOAD PER UBC. C93 THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND o CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W5X6 Ea / W4X12 9 H1.5X4 ID W3X6 0 W2.5X4 W3X6 � 7 r —1 7 W1.5X4 b A o a w W5X6 m W1.5X4 M W4X6 m W2.5X4 m - -8-0-0 z W2.5X4(A1) s W3X10 a W4X12(B3) m c7 x w ion--J�--6-0-0----j LLD„ja.srh'r!- .c`N L 16-6-0 I 16-6-0 I I • 33-0-0 Over 2 Supports R-2920/-1453 W-3.5- Rh-5978/-5978 R-2649/-1725 W-3.5' c i E7 r%0VELD N -� PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1 CA - 1 - - F Scale .1875” Ft. I"HARMING— TRUSSES REQUIRE EXTREME CME IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND S�� O BRACING. A[f[A TQ HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATES "`►! TC LL 16.0 PSF REF R427--33721 O IBSTITOTF. iq PUNRIO R., SUITE 200• MADISON. NI S3119). FOR SAFETY PRACTICES PRIOR TO LIS�PP O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED w• TC OL 10.0 PSF DATE 06/19/00 N STRUCTURAL PANELS, BOTTOM CNORO SNAIL HAVE A PAOPERLT ATTACHED RIGID CEILING. ..IMPORTANT-- !BANISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSR427 00171019 CT PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FDA ANY DEVIATIOR FROM THIS DESICNI ANY FAILURE TO .--a ALPINE BUILD Txt TRossts a CONFORMANIt VITO TPI; DR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING 0► TROSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN Br. LL 0.0 PSF CA-ENG AEB/CNC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RAW TPI. ALPINE rM -� CONNECTR$ All MADE 0► IOGA ASTM ASS) 6440 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHIRNISt LOCATED ON THIS 015161, POSITION CONNECTORS ►EA TOT. LO. 33.0 PSF SEON - 39075 DRAWINGS 160 A-I. THE SEAL ON THIS DARNING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGrAlpoim OUR. FAC. 1.25 FROM KD COMPONENT(FORVANYLPARTICULAREBUILDING OIS THERESPONSIBILITYOF THE BUILDINGI01316111. PER THIS M It]D ,T 95M AISIITPI 1•I99S SECTION t. SPACING 24.0' COMIO616-WILLIAMS DAVE / COMICE - F2 COFF' 'TOP CHORD 2x4 OF -L i1 N BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. �IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn •ca 0 0 z W2.5X4 0 W3X6,o W2.5X4 0 7 r 4n H V Ll O feu w Ll wx W1.5X4 II W2.5X4 s x W3X4 (Al) x w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00° OC. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 -t- W5X6 = W2.5X4 e 0H ,z� n4AC) V - -40%utit; to W5X6 m W2.5X4(A1) m Z— 12-2-0 I- 26 -10-4I 1-10-0 16-6-0 16-6-0 '7 16-10-4 6-0 5-0-0 -6- 8-1-12 a AIG DEPAI'4TME R33-0-0 Over 3 Supports R-964 N-3.5" R-1370 W-3.5" Li C= R-68 W-3.5" 0 VEW c+ -a PLT TYP. Wave TPI -95 R p i I O 0 O N z O ti F4n Criteria. TPI STD "MARMING'" 7116346 REWIRE WREN[ CARE 11 FABRICATION, NANOL ISO, SHI1►IN6. INSTAlt1R0 MD ►RACING. REFER To H19.91 (XAIDLING INSTALLING AND BRACING). PUU43MCD BY TPt (TRUSS PLATE INSTI TUTS, SBI O'OlOFR10 01.. 601 TE t00. MADISON. VI $3119), ION SAFETY PRACTICES PRICK TO 19 Q CA - 1 -/-/-IF TC LL 16.0 PSF Scale -.1875' Ft. REF R427--33726 PEIF0IMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL NAVE PROPERLY ATTACHED STRUCNRAL PANELS. BOTTOM CHORD SHALL HAVE A PROPENLT ATTACHED RIGID CEILING. TC DL 10.0 PSF DATE 06/19/00 "PRODUCTSIMPORTAHI C. SMALL►SH OTA BEDPY OF THIS RESPONSIBLE FORGNTO AAT THE DEVIATION FROM TLATION HISTDESIGN; AAIIMEF1E1tlOREETOD BOIlO TME BC DL 7.0 PSF DRW CAUSR427 00171024 A L P I N E TRUSSES In TAIFOIHAICE 1[itl TPI; a FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WIN APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN BC LL SPECIFICAT101 PUBLIAIEp BY TIE AMERICAN FOREST AND PAPER ASSOCIATIOR) ARD Tfl. ALPINE 0.0 PSF CA -ENG AEB/CNC CS B' �'' NDINCciou ARE FACE Of TRUSS TO EACH USS, AD UNLESS OTHERWISE LOCATED 01 111$ DESIGN, POSITION COIIECTORS PERDRANIILS 100 A-1. THE SEAL.OR THIS OWING INDICATES ACCEPTANCE Of PAOIESNTOIAL CABINEERI Nfi RESPONSIB CON►ONENTILITY FOR ATLELY ►ARTICULARETRUSS BOILDINGGISOTHETRESPONSIBISIGN LITY OF THE BUILDINGl. THE ITY AND DESIGNER. pisF TMES AASI/TPI 1•L99S SECTION E. TOT. I.D. 33.0 PSF SEON - 39071 OUR. FAC. 1.25 FROM E. D SPACING 24.0N N 0 N rn M CD 0 0 z 0616-WILLIAMS DAVE / COMICE - F3 TSC COFF TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard FILLER 20 DF -L #1 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. * THIS AREA OF CHORD TO BE BRACED AT 24. O.C. W5X6 a W3X6-0 W2.5X4 h 7 r� THIt nuc DOVDADrn Con. cnuoune I-- ..,..w- -........_.. _. _._ nuvr UVcnnANU bUrYUKIS Z.UU PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00` OC. W2.SX4(Al) E3 -T..8-0-0 W3X6I* W2.5X4 a W2X6 II 142. 2 CL I r c 26-10-4 11lAo0 28 11 12 4-0-4 16-6-0 16-6-0 14-8-0ab -6.0 5-0481; 8- 12 33-0-0 Over 3 Supports am I R-938 W-3.5' R-1515 W-3.5' nom, R--107 W-3.5' 0 `'' Note: All Plates Are W1.5X4 Except As Shown. d' PLT TYP. Nave TPI -95 R Desi n Criteria: THIS I "WARRING-- TRUSSES RIOUIRE EMEME CARE IN FABRICATION. HANOI INi. SNIPPING. INSTALLING AID C= BRACING. REFER TO 011.11 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O I:ATl TUTE. N) 6O'OROFAID DR.. SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO C= PERFORMING THESE FUNCTIONS. UNLESS 07M1RN13[ ""CRIED. 10/ CHORD SHALL NAIE PAOPERLV ATTACNEO N STRUCTURAL PANELS. BOTTOM CHORD MALL HAVE A IRO,ERLY ATTACHED RIGID CEILING. '•IMPORTANT- ►IRNISA A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CT PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDA ANY OETIATION FROM TRIS DESIGN: ANY FAILURE TO IUILD THE TRUSSES 11 CONFORMANCE WITH TPI: 01 FABRICATING. HANDLING, SNIPPING, INSTALLING AND A L P I N E 1RACING OF TRUSSES. TITS DESIGN CONIUMS NIIN APPLICABLE PROVISIONS OF 101 (NATIONAL 011169 SPECIF ICATTOC PUBLISNEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACHFACEAll MADE OF to ASTM A653 GR40 &ALV. STEEL, ftCEPT AS IOTED. APPLY COINEC7ORS TO [ACM FACE 0/ TRUSS, AND OILEfS OTHERWISE LOCATED ON THIS DESIGN, POSif161 COIAECTORS PER CRAVINGS 160 A•1. TIE SEAL ON THIS CRAVING INDICATES ACCEPTANCE OF PROFES3IUNAL ENGINEERING SIO NSIBILITT ITTSOLELY FOR THE TRUSS COMPONE17 DESIGN SHOWN, THE SNITABILITY AND USE OF THIS A9 gn ` CO/ONENT FOR ANT PAITICULM BUILDING If THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/T►1 1.1985 SECTION I:. Aul-TE UNIV APPpuVEJ) 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 —.1875°/Ft REF R427--33725 DATE 06/19/00 DRW CAUSR427 00171023 CA -ENG AEB/CWC . SEAN - 39081 FROM E.D CON10616-WILLIAMS DAVE / COMICE - F4 TSC' ITOP CHORD 2x4 DF -L #1 r 80T CHORD 2x4 DF -L #1 cli WEBS 2x4 DF -L Standard FILLER 2x4 OF -L #1 13 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. .... IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C-1. 0 10 PSF BC LIVE LOAD PER UBC. 0 zl* THIS AREA OF CHORD TO BE BRACED AT 24. O.C. W5X6 G.7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC. W W4.JA4 @ WJAtl-1z— c5 W2 -5X4 s w �2-2-0 1 W5X6ft 26-10-4 I 12-01 x 28-11-12 16-6-0 16-6-0 4-0-4 14-8-0 14-4-8 3-11-B ib 33-0-0 Over 3 Supports iv R-938 W-3.5' R-1517 W-3.5' 13.. R--104 W-3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Desi n Crite 1 TPI STD 1 O O O N z .a ir4 X4 (Al) im +8-0-0 UING R%ppRov'er . ALPINE AV= �Tln„[,,,y. prg r a. ••NARNINO•• /10RS[S RIO UI(RA KIING IMSTulING AND BRACING). PUBLISHED By TPI I(V*USStPLATE BRACING* PETER TO tlIB•91 INSTITUTE, 503 D'OSOFRIO OR.. toTE [00, MADISON. YI 91119). FOR SAFETY PRACTICES PRIOR TO PERFORMIN' TI[SE FUNCTIONS. UNLESS OTNERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIUID CEILING. I IMPORTANT— FURNISH A COPY OF IBIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BRABUICING O/THE TTRUSSESUSSES 71 CDTHI! DESIGN KANCE CONFORMS WITHTPI: Olt ABRICATING. HANDLING, APPLICABLE PROVISIONS SOF M (RATIONAL'NG DESIIGGNN SPECIFICATI01 gOLISN[D By THE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TPI. ALPINE CORRECTOAS ARE HAD[ OF tow ASTM ANSI HAO OUV. STEEL, EICIPT AS NOTED. APPLY CONNECTORS TO [ACN FACE OF TRNSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION COINECTORB ►IR DRAWINGS 160 AQ. TAE SEAL ON THIS GNAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENSIYEERIIG RESPONSIBILITY SOLELY TOR THE ]ROSS CORPONEAT DESIGN SHOWN. THE SUITABILITY ARD NE[ OF TINTS PARTICULAR BUILDING 1f THE 49SPOHSIB1LITf OF THE BOIl0IR8 OESIOR[R. PER COLVON[RT FOp ANT SECTION AWS[/T91 1•I)!S S[CilOtl E. 19 C CA - 1 - - - r TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF Scale —.1875' Ft. REF 8427--33723 DATE 06/19/00 DRW CAUSR427 00171021 CA -ENG AEB/CWC SEQN - 39084 DUR.FAC. 1.25 FROM XD SPACING 24.0* C— N 1-1 LC., N M1, c�-a CC> C=D - C=; 0 z E NCl M O O O N C7) z ti 10616-WILLIAMS DAVE / COMICE - FS TSC) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 :B3 2x4 DF -L #16Bet., WEBS 2x4 DF -L Standard :Rt Wedge 2x6 DF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC, BC 0 72.00' OC. * THIS AREA OF CHORD TO BE BRACED AT 24. O.C. W3X6,0 W2.5X4 o 7 r- J 4 W3X6(Al) o W5X6 (R) IB W7X6 (R) IB THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. R06F OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.14° DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X6 @ -17 W3X4 so 4 L.. W2.5X4 N1- W2.5X4(A1) is Do W3X8 V1 W5X6 Ta n W3X8 o W2.5X4 a W2.5X4 ft 1 -2-2-0Li 27-10-4 I Llo_DI f`16-6-0 _I_ 16-6-0 I f 14-8-0 T 18-4-0 �I 33-0-0 Over 3 Supports R-1073 W-3.5' R-923 W-3.5' I R-406 W-3.5' Note: All Plates Are W1.5X4 Except As.Shown. ..8-0-0 r�l PPRO PIT TYP_ NAVA TPT Elri\R nnei— TOi/CTM 1n ALI —i 1.A 1 1 — r ALPINE ♦yip � •-WARNIRG•• TRESSES REQUIRE EXTREME CME IN FABRICATION. HANDLING. SNIPPING, INSTALL INO AND BNACIIG. REFER TO 910.91 (HANDLING INSTALLING AND BRACING), PUBLISHED by TPI (TRUSS PLATE 963 P*OWRIO DR., . FOR SFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS. UNLESSTOTHERWISE INDICATED. TOPZDG. MADISON. VIICHORD SHALLHAVE PROPERLY ATTACHIO STRUCTERAL PANELS, BOTTOM CRUMB SMALL BATE A PROPERLY ATTACHED 41610 CEILING. ••IMPORTANT^ FURNISN A COPY 0► TRIS DESIGN TO INC INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT 0E RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN: AMY FAILURE TO BUILD TBE TRUSSES IM COU04KUCE NITS TPI.- OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND BRACING OT TRUSSES. TRIS DFSIRN toNTom WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECT/KATION PUBLTSNED BY iHF AMINICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COESFCTONS ARE MADE OF PUMA ASIR A453 440 GALE. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS 10 EACH FACE OF TRUSS, AND UNLESS OTREANISE LOCATED 01 THIS OESIGR, POSITION CONNECTORS PER DRAUIBSI 160 A-1. THE SEAL ON TT1S D4ANIN0 INDICATES ACCEPTASCE OFDES 191 S Mi. HE SO FROFESSIONAL 1:61R[ERIYB 4COM►OBENTIFOR All PARTICIMRSO Y FOR I.T1 LELEBUILDING ISOTHETRESPONSIBILITY OF THE BUILDINGTABILDESIGNER. ESIGNER.TY AND PER TBIS ANSI/TPI 1.1006 SECTION 1. cM- r,DfE 9 7y * 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 . REF R427--3373057ITsTE, GATE 06/19/00 DRW CAUSR42I 00171031 CA -ENG AEB/CWC SEQN - 39101 OUR. FAC. 1.25 FROM KD N SPACING 24.0 0616-WILLIAMS DAVE / COMICE - F6 )TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 cli WEBS 2x4 DF -L Standard rn FILLER 2x4 DF -L Standard ,= PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. M o DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 0 * THIS AREA OF CHORD TO BE BRACED AT 24' O.C. W3X69 W2,5X4 7 E— E~ v 0 4 Q. A W ii W4X4(Al) e w , z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SHRHTTIFn BY TRIKC MFR NEGATIVE REACTIONS (R--522# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD. SEE OWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC 0 24.00. OC. 10 PSF BC LIVE LOAD PER UBC. W5X6E3 (A) * 7 WH6 ,i* W7X6(R) W5X4(R) 41 W2.5X4 4o 4 W3X4(A1) m 8-0-0 W3X10 a W4X4(R) #7W5X6>$ W2.5X4 f 28-4-4 w' x 28-11-12 4-0-4 `wAeJ !- 16-6-0 16-6-0 14-8-0 14-4-8 1 3-11-8 33-0-0 Over 3 Supports ►�'�'0IA, R-946 W-3.5' R-1978 W-3.5" - ®��� P /iii�y5 R--522 W-3.5" e _ M Note: All Plates Are W1.5X4 Except As Shown.el") PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - - F Scale Ft. "WARRIUS— TIUSSES REQUIRE ISTREHE CARE II FABRICATION, SAMPLING, SHIPPING. INSTALLING AND O BRACING. REFER TG HID -91 (HANDLING IRSTALLING AND BRACING), PUSLISNED BT TPI (TRUSS PLATE F� TC LL 16.0 PSF REF R427--33724 O 11STITOTI. IRS D'GIOFItO OR., SUITE I00. NAD{501. NI $3719), FDA SAFETY PRACTICES Pal TO O 111FOtntIB THESE FONCTIOML. UNLESS OTHERYISE ItDICATEO, TOP CHOIID SMALL NAT[ PROPERLY ATTACHED TC DL 10.0 PSF DATE 06/19/00 N STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACNIO RIGID CEIL US. ••IMPORTANT'• FURNISH A COPT 0► THIS DESIGN TO THE INSTALLATIOR CONTRACTOR. ALPIRE ENGINEERED 9 ' A BC DL 7.0 PSF DRW CAUSR027 00171022 C7! PRODUCTS, INC. SHALL NOT BI RESPONSIBLE FOR AMT DEVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE BUILD THE TAOSSES IN COIFOAAARCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND BRAC 11G OF TRUSSES. IDIS OESIGM CORF0AN7 WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AE B / CW C Z SPECIFICATION POBLI SH[D BT THE AMG ICAII FOREST AND PAPER ASSOCIATION) AND T01. ALPIRE C011Eti01f Mt NAD[ Of EOOA ASTM A553 BRAG 6AlV, STEEL. [ltt►T AS MOTTO. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEAN - 39109 EACI FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATIO 01 TNIS DESIGN). POSITION CONNECTORS PG �.II��,,�YyA�,�,,_��� OgAY11G5 160 A•t. THE SEAL 01 THIS DRAWING INDICATES ACCE►TAACE OF PROFESSIONAL ENGINEEAIN6 OUR. FAC. 1.25 FROM KD ryY��"'8 w �' COWPOI[ TItIfy FOR ANNYPAR71CILAI BUILDING I SSELY FOR THE TRUSS OTHETBENIGN SOO". THE RESPONSIBILITY OF THE BUILDINGITY DESIGIER. PEA usi or THIS ►►►PPP��� SItlffitn11� CA 95828 Am 1.1995 SECTION S. n SPACING 24,0 GOMIO616-WILLIAMS DAVE / COMICE - F7 TSC ITOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 :83 2x4 DF -L #1ABet.: WEBS 2x4 DF -L Standard N :Rt Wedge 2x6 DF -L #2: -:PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CMI DEFLECTION MEETS L/240.00 LIVE AND L/180.00 -TOTAL LOAD. M CM, * THIS AREA OF CHORD TO BE BRACED AT 24* O.C. 0 z W3X6 0 W2.5X4 0 7 r— cn H U 4 1=4 '��4 O-. A w w W3X6(Al) o c>� z z rsa THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.14' DUE TO LIVE LOAD AND 0.16* DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W5X6(R) M W ��-2•- 41 27-1-0 wJAno .._••_ "• 144.3A4 J�- W2.5X4 >t p- 16-6-0 16-6-0 14-8-0 1 18-4-0 33-0-0 Over 3 Supports R-1108 H-3.5' R-598 W-3.5* ::41 cli `'' Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S1 "WARNING" TAUSSIS REQUIRE ERTAINE CARE 11 FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. LIFER TD HIB -91 (N00016 INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SMS O.ONOFIIO OR.. SNITI 100. MADISON. NI 93719). FOR SAFETY PRACTICES PRION TO P[IIfO1M06T1[SI IURCTIORS. u/l[fI OTHERWISE 1NDICATEO, TOP CHORD SHAH HAZE PRO►[Rlt ATTACHED STRUCTURAL FAIL Ls, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 11610 CEILING. 'IMPORTANT" FURNISH A COPT Of III$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOucis, INC. SNAIL NOT BE RESPONSIOL9 FOR ANY DEVIATION FROM THIS DESIGII ANY FAILURE TO A BOILO TIE TAOISTS II CONFORMANCE WITH TPI: OR FABRICA7116. HANDLING. SHIPPING, INSTALLING ARD 111[116 OF 11SSES. THIS OEfI6N COIFORVETN AFPLICABLt PROVISIONS OF IDS (NATIONAL DESIGN L P I N E S►tCIfICATIOI POILIIXED aT TIE AMERNS ICAN FOREST AND PAPER AISOCIATION) AID TPI. ALPINE CONNECTORS ARE RADE OF 206A ALTA A6SS 6940 QALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSS, AND UNLtSS OTNENNII1 LOCATED DN THIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A.I. THE SEAL ON TNI, DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RISPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN 3BOM1. THE SUITABILITY AID USE OF THIS CA 95826 ht' CONIC SENT FOR ANY PARTICULAR BVILOIIB IS 1`119 RESPONSIBILITY Of THE BUILDING DESIGNER, PEI ANSIFTPI 1.1995 SICTIOI 2. F9 w2.5X4 (Aj) 2m -40 s -o -o 1L10 -*O0 R-696 W-3.5" 44U T APPRV 1'Vsn CA/ -/l/ -/-/- /F Scale -.1875"/Ft. TC LL 16.0 PSF REF R427--33731 TC DL 10.0 PSF DATE 06/19/00 BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' O RW CAUSR427 00171032 CA -ENG AEB/CNC SEON - 39105 FROM KD 0616-WILLIAMS DAVE / COMICE - FB T ITOP CHORD 2x4 DF -L #1 c— BOT CHORD 2x4 OF -L #1 cli WEBS 2x4 DF -L Standard FILLER 20 DF -L Standard Q; PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. VIN LIEU OF STRUCTURAL PANELS USE PURLINS: c�--3 TO BRACE TC 0 24.00" OC. Ca 0 W5X6 (R) UI I W1.5X4 01 W: W2. 5X4 -o 7 r-/ C� V o J 4 Q W1.5X4 9 A W is W3X8(A1) Ts w. z z 2L` LOW w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.17' DUE TO LIVE LOAD AND 0.19- DUE TO DEAD LOAD. SEE OWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 0 W5X6 as W4X4 (A2) m 1I 510 -01 l 2e-11-12 a -o -a 14 8-0-0 16-6-0 TS _I. 14-4-8 3-11-8 I 33-0-0 Over 2 Supports R-1212 W-3.5' I1. cli rn PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 ( ••NARNI NB•• TRUSSES RIOSIRE EITIME CARE IN FABRICATION. HANOLIBG, SNIPPING. INSTALLING AND p IRACING. HEFEI TO Oil -91 (NANDLING INSTALLING AND BRACING), PUBLISHED 01 TF1 (TROSS PLATE p I"TITUT(, SB] 0•Dl0lRIO DR,. SU11( I00. NABISCO. NI 33115). FOR SA►(TY PRACTICES P4101 TO C=> P[R►ORMING 1NESE FUNCi 1015. UIL(TS OTNEINISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUC:V •• IMPORTANT—RRAL PANELS. IRIS A CC07TDOFNALL THISRDESIGNFTo THEYINSTALLATIONGCONTTRACTORY AL►IRE ENGINEERED Oj ►IDDUCTS. INC. SNA LL NOT BE RESPONSIBLE FBI All DEVIATION !Rall "IS DESIGN: MT FAILURE TO A L P I N E BDIID THE TRUSS($ 11 CONFORMANCE N17H tet: 01 FABRICATING. NANKING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COIFORNS WITH APPLICABLE PROY1510N5 OF 105 (NATIONAL DESIGN 'T.-. SPECIFICATION P9BLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ".� COINECTORS AGE MADE Of IOSA ASTM A053 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •-'a EACH FACE OF TRUSS. AND ONLE97 OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS ►Iq DIARINGS IGC A- . Tlf SEAL ON THIS DRANING INDICATES ACCEPTAICE OF PROFESSIONAL (NGIII(RING ♦/..= Rnp; p.,,,L,.... R(S►ONS1BIlIlT SOL [lf f01 TN( TRUSS CON►01(17 OESICR SHOYN. THE SUI TABILITT AMD OSE OF 7115 ^'1""°eo iow�ia qua wC.. •CA•9955 28 COMPONENT FOA ANY PARTICULAR BUILDING 1S 711 RESPONSIBILITY Of THE BUILDING DESIGNER. PER ASSI/TPI 1.1995 SECTION (. R-1190 W-3.5" re� +a-0-0 "TE MU -�� JILDiNG DEPAR; itfiE 1- rWEDD �7 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 -.1875°/Ft REF R427--33722 DATE 06/19/00 DRW CAUSR427 00171020 CA -ENG AEB/CWC SEON - 39111 FROM KD 10616-WILLIAMS DAVE / COMICE - FOD TSC DRAG cli 1TOP CHORD 2x4 DF -L #1 :T1 2x4 OF -L #16Bet.: BOT CHORD 2x6 DF -L SS :82 2x4 DF -L #16Bet.: :B3 20 DF -L #1: WEBS 2x4 DF -L Standard :W5 20 DF -L #1: C'j FILLER 2x4 DF -L Standard �IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0 ci (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. z. 10 PSF BC LIVE LOAD PER UBC. PROVIDE SUPPORT FOR END OF FILLER BOTTOM CHORD OR FIELD APPLY W7X8 e VERTICAL. SEE DWG REPBCFIL0699 FOR FILLER DETAILS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. NEGATIVE REACTIONS (R--904# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. ** THE MAXIMUM HORIZONTAL REACTION IS 5106.92# ** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.50' DUE TO LIVE LOAD AND 0.16' DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C<DRAG TRUSS>> TRANSFERS 138.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W2.5X4 a W5X6 m W3X10(B3) o w1-2-2-0 z 16-6-0 16-6-0 im ¢ 14-8-0 14-4-8 3-11-8 I 33-0-0 Over 2 Supports R-2114/-905 W-3.5" -0-0-0 dJ f E wum v :::Ef R_h-5107/4107' R-2080/-886 N-3.5' M flu+ faq,OWE N Note: All Plates Are W1.5X4 Except As Shown. r PLT TYP. High Stren th Wave TPI -95 Des1 n Criteria: TPI(STD CA/ -/11-/-/-/F Scale -.18750/Ft. -•WARNING•• TRUSSES 11001RE EXTREME CARE 11 FANRICATIOR. NANDLIAG, SNIPPING, INSTALLING AND TC LL 16.0 PSF REF R427--34673 C' IRACIRG. REFER TO RID -91 (HANDLING INSTALLING AND BRACIIG). PUBLISHED BY TPI (TRESS PLATE wL o INSTIi" SBS D'ONOFRIO DN.. SUITE 200. MADISON. WI SSI1P). FDI( SAFETY PRACTICES ►1[01 TO 0 7 C� ([afoul.; THESE FUNCTIONS. UNLESS OTREAWISE INDICATED. TOP CRO1D SHALL HAVE PROPERLY ATTACHED � � � � TC DL 10.0 PSF DATE 06120100 CV STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACKED RIGID CEILING. �INPORTANT" FIRNISK A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIE tYG11[LAE BC OL 7.0 PSF DRW CAUSR427 00172001 C=; PRODUCTS. INC. 51At1 AOf 1E RESPONSIBLE F00. ANY DEVIATION F10R THIS DESIGN; IUI FAILURE T 5 N A L P I N E BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR ►ABRICATINO, DANDLING, SNIPPING. INSTALLING 11111, 11 11DSSES. THIS OES16R COIFORIS WITH APPLICABLE PROVISIONS OF ROS (RATIONAL DESS BC LL 0.0 PSF CA -ENG GTP/GWH z CCOONNICTOIR131ADSPNADI Of0ROM THE MINICAR 6240 OALV. STEEL. IRCEPAND PAPIR PTTIASINOTED ° TPI. APPLYALPINE CONNECTORS TO * un 20 2000 * TOT. LO. 33.0 PSF SEAN - 39313 ti EACH FACE OP TRUSS. AND UNLESS OTN11111E LOCATED 04 THIS DESIGN. POSITION CONNECTOIS PER DRAW 06, 180 A* . TI[ SEAL ON TNI. D.AW1.1 INDICATES ACCEPTANCE OF PROFESSIONAL E1C11EE1111 CiNl1. DAR. FAC. 1.25 FROM KD I � RISPONSIBILITY SOLELY FOR THE TRUSS CORPONENT DESIGN SNOVD, THE SUITABILITY AND NSE OF TNIf o. 9SBZY CANSIRIIII USAir i[CT PARTICULAR AR BUILDING IS TRE RESPONSIBILITY Of TIRE BUILDING DESIGNER, ►IR C1eCA11 $PACING 24.0' H V A W3) 0 a 11. w a w x c.5 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. NEGATIVE REACTIONS (R--904# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. ** THE MAXIMUM HORIZONTAL REACTION IS 5106.92# ** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.50' DUE TO LIVE LOAD AND 0.16' DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C<DRAG TRUSS>> TRANSFERS 138.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W2.5X4 a W5X6 m W3X10(B3) o w1-2-2-0 z 16-6-0 16-6-0 im ¢ 14-8-0 14-4-8 3-11-8 I 33-0-0 Over 2 Supports R-2114/-905 W-3.5" -0-0-0 dJ f E wum v :::Ef R_h-5107/4107' R-2080/-886 N-3.5' M flu+ faq,OWE N Note: All Plates Are W1.5X4 Except As Shown. r PLT TYP. High Stren th Wave TPI -95 Des1 n Criteria: TPI(STD CA/ -/11-/-/-/F Scale -.18750/Ft. -•WARNING•• TRUSSES 11001RE EXTREME CARE 11 FANRICATIOR. NANDLIAG, SNIPPING, INSTALLING AND TC LL 16.0 PSF REF R427--34673 C' IRACIRG. REFER TO RID -91 (HANDLING INSTALLING AND BRACIIG). PUBLISHED BY TPI (TRESS PLATE wL o INSTIi" SBS D'ONOFRIO DN.. SUITE 200. MADISON. WI SSI1P). FDI( SAFETY PRACTICES ►1[01 TO 0 7 C� ([afoul.; THESE FUNCTIONS. UNLESS OTREAWISE INDICATED. TOP CRO1D SHALL HAVE PROPERLY ATTACHED � � � � TC DL 10.0 PSF DATE 06120100 CV STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACKED RIGID CEILING. �INPORTANT" FIRNISK A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIE tYG11[LAE BC OL 7.0 PSF DRW CAUSR427 00172001 C=; PRODUCTS. INC. 51At1 AOf 1E RESPONSIBLE F00. ANY DEVIATION F10R THIS DESIGN; IUI FAILURE T 5 N A L P I N E BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR ►ABRICATINO, DANDLING, SNIPPING. INSTALLING 11111, 11 11DSSES. THIS OES16R COIFORIS WITH APPLICABLE PROVISIONS OF ROS (RATIONAL DESS BC LL 0.0 PSF CA -ENG GTP/GWH z CCOONNICTOIR131ADSPNADI Of0ROM THE MINICAR 6240 OALV. STEEL. IRCEPAND PAPIR PTTIASINOTED ° TPI. APPLYALPINE CONNECTORS TO * un 20 2000 * TOT. LO. 33.0 PSF SEAN - 39313 ti EACH FACE OP TRUSS. AND UNLESS OTN11111E LOCATED 04 THIS DESIGN. POSITION CONNECTOIS PER DRAW 06, 180 A* . TI[ SEAL ON TNI. D.AW1.1 INDICATES ACCEPTANCE OF PROFESSIONAL E1C11EE1111 CiNl1. DAR. FAC. 1.25 FROM KD I � RISPONSIBILITY SOLELY FOR THE TRUSS CORPONENT DESIGN SNOVD, THE SUITABILITY AND NSE OF TNIf o. 9SBZY CANSIRIIII USAir i[CT PARTICULAR AR BUILDING IS TRE RESPONSIBILITY Of TIRE BUILDING DESIGNER, ►IR C1eCA11 $PACING 24.0' (COMIO616-WILLIAMS DAVE / COMICE - F9 COM) .v• . /., .. It' . c-- BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ,a_I10 PSF BC LIVE LOAD PER UBC. Cr co 0 O H V Z= THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC 8 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W04 mr o W1.5X4 NI a _ REF 8421--33727 T DRW CAUSR427 00171025 a 1-3-11 DUR,FAL. 1.25 w � Z.' W2.SA- — VIC DA -P — c.s x w w .X4 s 7-4-10 -0-0 NJAOg W1.5X41a 14-10-8 1 4-5-8 1 f� 19-4-0 Over 2 Supports R-638 _ R-638 W-63.5' C-10 d' PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD 19 1 O O O N ti rq ]`TE APP"RO PA r_ H V r_ r_ r_ rr e_ -ice _ e[w D. - • ALPINE - p,,,,i�� �y�. �Pift wp95�' --WARNING •• TRNSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDS BRACING. IEFEK TO RID -21 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 693 D'ONOFAID DR., SUITE 100. MADISON. BI 65110). FOR SAFETY PRACTICES PRIOR TO ?MGANING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROFIRLT ATTACKED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURBISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO BUILD 78E TRAMS IB CONFORMANCE BEEN TPI: ON FABRICA1100, HANDLING, SHIPPING. INSTALLING AND BRACING Of TRUSS[S. SIGN CONFORMS WITH APPLICABLE PROVISIONS OF 001 (NATIONAL DESIGN SPECIFICATION "".MED ""'AlBT HANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 10RA ASTM A652 GRAD BALK. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TROSS. AND UNLESS DTVE411SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. TBE SEAL 01 TOES OIANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RCOMPOKEATI1. ANY PARTSC.AILITT SOLELY FOR EBUILDING ISOTHETRESPONSIBILITY OF THE BUILDINGDESIGN SHONA. THE I ESION11. PER THIS MSI/TPI 1.1205 SECTION Z. 9 A03i ��( a * * TC LL .16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LO. 33.0 PSF REF 8421--33727 DATE 06/19/00 DRW CAUSR427 00171025 CA -ENG AEB/CWC SEQN 38056 DUR,FAL. 1.25 FROM KD SPACING 24.0- 0616-WILLIAMS DAVE / COMICE - F10 FTC [TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 cli WEBS 2x4 DF -L Standard c-� Cl1 PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. I rn C0 O C= z C.� T� v o W2.5X4 0 a 41, T 1-3-11 cAc .L w w " W1.5X4 ■ x w w x W2.5X4 0 TuTe nue b.—&cn ennu tee—.— ...n— .1....... .................. .........-___ ... -_..-_ ..__ DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. W7X6* W2.5X4� NJADa 7-4-10 -0-0 W3X4 m W1.5X4 BI a L_ 12-4-8 I 5-0-0 I I u e I 19-4-0 Over 2 Supports R-638 W-3.5' R-638 N-3.5' PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 0 O O N Oi ."7 ti UNI V DEPARTME APPROVE _. AL P I N E .1.,�._py9maci `�'�"�C "ARNING'*TRUSSES R(GUTAE EXTREME CME IN FABRICATION, HANDLING. SNIP►INO. INSTALLING AND BNACIRB. R(rll TD RI1-11 (11.11RO IRSIALLINS AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 190. MADISON. WI TOP CHORD /OR SAFETY PRACTICES PRIATTAR TO PERFORM119 BBS DFUNOFRIOCTION 011.. UNLESS STRUCTURAL TNISE FUNCTIONS. URL ESS LL HAVE tE INDICATED. TOP ED 91 SHALL HAVE PROPERLY ATTACKED STRUCTURAL 1M(lS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIR10 CEILING. ""IMPORTANT" FORNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRDDUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIA7101 FROM THIS DESIGN; ANY FAILURE TO BDIED THE TRUSSES 11 CONFORMAACE WITH Tri; OR rAORICATIAO, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN fPECFICA710A PEBLISMED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ME MADE OF SOBA ASTM A663 6140 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TANS$, AND UNLESS OTBERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS GNAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONENTRESPONSIBIFORFMYLfLY F04 ARTICULARETRUSS COMPONENT BUILDING IS 791 RESPONSIBILITY OF THE 9911.0146[rY ESIGAERUStPER THIS ANSIMI 1-1296 SECTION 2. F � �� 9 1R *TOT. TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF 8C LL 0.0 PSF LD. 33. 0 PSF REF R427--33728 DATE 06/19/00 DRW CAUSR427 00171026 CA -ENG AEB/CWC $EQN - 39157 DUR. FAC. 1.25 FROM KD n SPACING 24.0 10616-WILLIAMS DAVE / COMICE - F11 MONO HIP G ITOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 DF -L #1 cli WEBS 2x4 DF -L Standard N ADDITIONAL LOADS C:L.; BC - From 245 PLF at 3.38 to 245 PLF at 19.33 (L) IBC - 835 LB Conc. Load at 3,38 (H) rn C." RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD: o (L)SIMPSON LUS26. o (H)SIMPSON HUS26. W3X8 to zl CONNECTION P. ..., ,,,,e, .".,�,.......a. " 1 _.. __ _ ___- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. LIr.VIN— L11 CVA, lu 7- )-4 Er+ W1.5X4 10 c 0 a Ta C=3 1-3-11 w IM4. I -0-0 x W6X6 Q W5X8 a W3X8 8 z W6X6 o W5X6 B w � 11 w AAJTTE p- t_ 10-4-8 1 8-11-8 I 19-4-0 Over 2 Supports r{''I'LINNG DEPM,m I R-2941 W-3.5" R-3080 Ai W-3. 5 rs, r' LRtiD N PLT TYP. Wave TPI -95 Design Criterla: TPI STO 1 CA - 1 - - F Scale -.375' Ft. —WARN I M6-• TRUSSES REQUIRE EXTREME CME IR FABRICATION, HANDLING. SHIPPING, INSTALLING ARD p NR ACING. NEf[R TO 5I9•91 (HANDLING INSTALLING MD BRACING). PUBLISHED BY TPI (TRUSS FLATS �,piESS/q, TC LL 16.0 PSF REF R427--33729 p 1N3TITOTE. $03 D•ONOFRIO DR.. SUITE 100. MADISON. W1 43119), fOR SAFETY PRACTICES PRIOR TO E' T C DL 10.0 PSF DATE 06/19100 C=) PERFOLAIBO THESE FUNCTIONS. UNLESS OTBENWISE INDICATED. TOP CHORD SHALL HAVE PAOPERLY ATTACHED fV STRUCTURAL MN[LS, BOTTOM CHORD SMALL MANE A P40PERLY ATTACHED RIGID CEILING. IMPORTANT-- FORRISR A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUS0.427 00171030 C=T; PRODUCTS• INC. SMALL NOT BE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN; ANY FAILURE TO ---, NOVO THE TRUSSES TN CONFORMANCE NITR TPI; OA FABRICATING. HARDLINE, SHIPPING. INSTALLING AID ALPINE BRACING OF TROSSEI. THIS DESIGN C0NF0IMS NITN APPLICABLE PROVISIONS OF ND$ (NATIONAL DESIGN 6a i BC LL 0.0 PSF CA -ENG AE8/CWC Z SPECIFICATION PUBLISHED Bi THE AMERICAN FOREST AND PAPER ASSOCIATIOI) AND TPI. ALPINE Or cog ARE MADE OF E06A ASTM A6S3 GMO GALLA. STEEL, EIC[►T As NOTED. APPLY CONNECTORS TO rDUR.FAC. OT.LD. 33.0 PSF SEAN - 38018 EMB FAC[ OF TRUSS, AND URLESS OTBERNISE LOCATED ON THIS DESIGN. POSITION CONNECTOR$ PER CRAVINGS 160 A•1. THE SEAL ON TN]$ DRAWIRO INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING 1.25 FROM KD 1�. RoginmW 4 RESPONSTBILI7T SOLENT FOA TML TAOSS COIIfOR[Ni 0[SI6N SHORN. THE SUITABILITY ANO USE Of THIS8eoosltlezoACA95= ACOMPORN31/T►ITIFOR A Y PARTICULAR BUILDING IS TRE RESPONSIBILITY OF TBE BUILDING DESIGNER. PEAPACING 24.0' (COMIO616-WILLIAMS DAVE / COMICE - G1 MONO GIRD ) TOP CHORD 20 DF -L $1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS BC - From 240 PLF at 3.50 to 24D PLF at 8.00 (L) BC - 885 LB Conc. Load at 3.50 (H) RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD: (L)SIMPSON LUS26. (H)SIMPSON HUS26. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-2000. W1.5z4 iB W4x4(A1) Rm z C-1 w z _ o., THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00' OC, BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. I i-4 8-0-0 Over 2 Supports---� R-1106 W -3.5- R-1387' CV �• PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 1 0 C=D O N z ,. 1-T E C0UNl f WARM N6•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNI►►IBD. INSTALLING ARD BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 16.0 PSF REF R427--33718 INSTITUTE. S03 D-OIOFRIO OR., SUITE 900• MADISON. HI 63718), FOR SAFETY PRACTICES PIIDR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NATE PROPERLY ATTACKED �.�• TC DL 10.0 PSF DATE 06/19/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL RAVE A PROPERLY ATTACRED 41610 CEILING. ••IMPORTANT— FOIRISH A COPY OF THIS DESIGN TO THE INSTALLATION CORTRACTDO. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSR427 00171029 PRODUCTS. INC. SMALL NOT 81 RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E BUILD THE TRUSSES IN CONFORNANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AID r BRACING Or TRUSSES. TOT$ DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of RDS (NATIONAL DESIGN BC LL 0.0 PSF - CA -ENG A E B /CWC SPECIFTORSCATAI PUBLISHED OY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPP. ALPINE * * TOT. LD. - 33.0 PSF SEON - 37983 EACH FACE ARE MASE ON SODA AS" A633 GRRO 6Alt. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND U3lA55 OTRERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER /4uNR DRAWINGS 160 A - I. To SEAL ON THIS [RAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING MBRV DUR_FAC. 1.25 FROM KD -ucm COMPONEITI FDR ANY PARTICULARTHE BUILDINGD13 THE TRESPONSIBILITY OF THE BUILDING DESIGNER. PER THIS s°�00�-� ARSEnPI I.1BBS SECTION:. Nw SPACING 24.0" 12 ---1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same ` \/ spacing as top chord diagonal bracing. ` cry AWARNING: Failure to follow these recommendations could result in Q severe personal iniury or damaae to trusses or buildings_ Cross bracing repeated at each end of the building and at 20' Intervals. BOTTOM CHORD Ml I BOTTOM CHORD DIAGONAL BRACE; MINIMUM' LATERAL BRACE SPACING,(DB� SPAN PITCH SPACING(LB� [# trusses] Up to 32' 4/12 .:... 15' 20 15 Over 32'- 48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same ` \/ spacing as top chord diagonal bracing. ` cry AWARNING: Failure to follow these recommendations could result in Q severe personal iniury or damaae to trusses or buildings_ Cross bracing repeated at each end of the building and at 20' Intervals. i Top chords that are laterally braced can buckle togetherand cause collapse inhere leno 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. 45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required '31 0% %eO i WARNING: Failure to follow these recommendations could result in a A severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Top chords that are laterally braced can buckle y9 �\ togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed ti to the underside of the top chord when purlins / =450 are attached to the topside of the top chord. SCISSORS TRUSS.;;; Frame 3 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential fo stability and must be duplicate both ends of the truss system. r..`' A WARNING: Failure to follow these recommendations could result in ` severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse inhere isno 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. 1j 30, Is77 Trusses C, All lateral braces lapped at least two trusses. 450 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 30" or greater Continuous Top Chord —� Lateral Brace Required I 10° or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD DIAGONAL BRACE, M. MINIMUM LATERAL BRACE SPACING (DBS) SPAN DEPTIi . SPACING(LBs) #trusses ..... SP/DF S.P! /HF U p to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential fo stability and must be duplicate both ends of the truss system. r..`' A WARNING: Failure to follow these recommendations could result in ` severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse inhere isno 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. 1j 30, Is77 Trusses C, All lateral braces lapped at least two trusses. 450 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 30" or greater Continuous Top Chord —� Lateral Brace Required I 10° or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. lAWARNING: Do not attach cables, chains, or I hooks to the web members. 7 60° � or less Tag Approximately Approximately Tag Line '/=truss length '/. truss length Line Truss spans less than 30'. SpreaderBar Toe In Toe In SpreaderBar Toe In Approximately 1/2 to Y3 truss length Less than or equal to 60' Tag Line 1AWARNING: 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. Less inan or equal to ou Strongback/ SpreaderBar Tag / Line Strongback/ SpreaderBar At or above mid -height Tag Tag Line Line i 10 � Approximately I iii to 3/, truss length ' Greater than 60' Greater than 60 CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different A 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. Top brace I Ground brace diagonals (GBD) 1 of truss of br group of trusses Ground brace jnd brace (EB) vertical (GBV) Groun brace Ground lateral (LAB nala (GBD) r�Fsa Gr Note: 2nd l a system shall have ad ate capacity to support ground races. Backup 2"d floor _ ground stake Driven fat floor ground stakes A CAUTION: Ground bracing required for all installations. r Frame 2 (M Typical vertical attachment plan Blocking , Ground Brace Verticals (GBV) brace lateral (LB� tiruss of brace group of trusses 1 End brace (EB) L Strut (ST) Typical horizontal tie member with l multiple stakes (HT) DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir ,' 0 ,tai eg@F Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle 50.. 50" 1/4"_ TOP CHORD 1/4" 1' TOP ;CHORD; DIAGONAL BRACE 2' MINIMUM LATERAL BRACE SPACING SPAN PITCH SPACING(LBS) [# trusses] 1-1/4" 5' 72" SP DF ::SPF HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir ,' 0 ,tai eg@F Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle 50.. 50" 1/4"_ togetherand cause collapse if there is nodiago- 1/4" 1' nal bracing. Diagonal bracing should be nailed 1/2" 2' to the underside of the top chord when purlins the topside 3/4" 3' are attached to of the top chord. 1" 4, PLUMB I I Truss Depth D(in) 1 -45° 12 greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A BOW 1 :' L(in) L(in) ! ::.. Lesser of U200 or 2" i Lesser of D/50 or 2" ±'/4 f Maximum Plumb Misplacement Line L(In) 200;:::::L.- 50.. 50" 1/4"_ 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4, 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" S. 108" 2" 9' , BOW 1 :' L(in) L(in) ! ::.. Lesser of U200 or 2" i Lesser of D/50 or 2" ±'/4 f Maximum Plumb Misplacement Line L(In) 200;:::::L.- 50.. 50" 1/4"_ 4.2' 100" 12" 8.3' 150" 3/4" 12.5' L(in)' U200 � L(ft) 200" 1 " 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: 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 ° Itis the responsibilityof the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle. instag and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. 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 & Bracing Metal 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 serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and. information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. 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. TRUS8 STORAGE. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re -properly braced. Do not break bands until bundles moval to avoid shiftingof individual trusses. are placed in a stable horizontal position. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ADANGER: Walking on trusses which are lying flat 4 is extremely dangerous and should be strictly prohibited. 11r Frame GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: n/ i I have reviewed the truss submittal for the above project and all loading design criteria have been met. t Gregory . Peitz Architect GREGORY A. PEI.TZ ARCHITECT—- 383 RIO UNDO AVE:, CHICO CA 95926 (916) 894-5719 ar Roti% - \vim pyo A. - No. C 214'83 F �F r. bk, BUT F= C:UUN i i -BUILDING-DEPARTMEwi LOAD SUMMARY Wind Anal Normal force method, exposure B, 75 mph wind speed , P=CeCgQsi (, WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf@ 15 ft. P =.67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P =.72 * 1.3 * 14.5 * 1.0 =.0136 ksf @25 ft. P =.76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12.:.: P =.62 * _1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P =.72 * 1.0 * 14.5 * 1.0 =.01 I ksf. @ 25 ft. .P =.76 * 1.0 * 14.5 * 1.0 =.01 I ksf @ 30 ft. ROOFS 9:12 TO 12:12 - P =.62 * 1.1 * 14.5 * 1.0 = .0 10 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 =.O I 1 kst @ 20 ft. P=.72* 1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P =.76 * 1.1 * 14.5 * 1.0 = .012 kst @ 30 ft. . Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls G R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads - ROOF LOADS: 10 psf dead load. + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load a a WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @interior walls; �a'rb r X1.1 10 psf @exterior walls with 1 -coat stucco or siding W' - I i 0 7 771— • - ,tea;±±.. - - _ , Z .. .. �.. . - ""� . - ._ _ N.artM�rj- �i _ • v� r 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS W' - I i 0 7 771— • - ,tea;±±.. - - _ , Z .. .. �.. . - ""� . - ._ _ N.artM�rj- �i _ • v� 22=141 SO SHEETS onnww 22-142 100 SHEETS 22-144" 200 SHEETS " � • " � n � tom. � �� - jj i 0 -43 � ail vi v, o: t \N ..X Q. oAl V 22-141 50 SHEETS �. annvao 22-142 100 SHEETS 22-144 200 SHEETS l 7 c � � c W WLU UA W '__ 0 VI N coo UI O O C4 aav 2214 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 7rlls va vs \05 \0) 22-141 50 SHEETS 22-142 100 SHEETS 22-144' 200 SHEETS W W W W WW IA V1 VI tmoc r aaa N H C } r c7 ll- - w Ic c r2 i/ / Y'O' C.. �j dot Q Pma ��� n