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HomeMy WebLinkAbout069-580-005t LU \Y } U m W 069-58-"05 00-0777 ORSILLO,STEVE 6 RIDGE LINE, OROVILLE NEW SF FIA -we- 9-/,F-0 6 t` RESIDENTIAL PERMIT IN __ 069-58-0-0OS _ _ _ --00-0777, ORSE LLO, STEVE 6 RIDGE LINE, OROVILLE NEW SF SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date RIC `-Btr4c� ELECTRIC Meter By Date04 JOB FINALE (Date),47//— 3 Signature ✓-= OK 4. 0 = Not OK e = Not Applicable MOBILE HOMES = Not Ready 5. Date ' MOBILE HOME UTILITIES (Plans) OK except'#'s 6. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Well Clearance 8 Disconnect 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap; / /" L'ft. -' / P Nat. or / /"L"ft./ /'LPG 3. 7. Well Clearance 8 Disconnect 4. 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports: Windows -Doors Date Electric Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 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 Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. - - 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 6. _ w f Date 7. Card B-1 Date -Card B-1 Date 8. Card B-1 Date Card B-1 9. Health Department Approval MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports: Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL Date ZUnderfloor (Plans) OK except #'s Date Zoni etbacks-Easements-Flood-Slope 82. fig.,n; Soils-Elec. Grnd.-/ ' tg. Depth 3 g., Garage; Soils-Steel-Ele 4. Ftg., Porches & Decks; Soils -Steel-/ / Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. tpleDowns and Special Anchors 6 6� 8. Slab, Steel -Wrapped Piers -F' place Fig. -Steel 89. W.V all -Fitting -Test -2 Way C/O -Sewer Test zlaw<F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 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-149 Date Card B-1 Date PLUMBING (Permit) OK except #'s ter Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date /� 06 Card B-1,8/{�� Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 1�71`ixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled J81-Romex Installed Close to Edge of Studs & C.J. *7. _Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 4'98. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29SUIV96TWire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral I] Yes I] No 31. Service -Riser Conductors & Ground Main Disconnect 32. X6ip. Clearances Panels-Motors-Mech. Equip. af Clothes Closet Light -Shower Light -Spa Light ae-19--oke Detector Date:q/yj OC, Card B-1 6jj Date Card B-1 Date Card B-1 Date Card B-1 Date JbECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 112-611-y?a Fan, Exhaust above insulation tal-jCefrdensate Drain & Overflow, Size & Grade 8. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet C3-9;,Attic Access &tfor if Furnace in Attic Date / U v Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 1. Walls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearino (Single & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Ping. Joist-Rftr. Ties-Purlin-Roll Bra .- russhting.-Rfng. fireplace Ties or Type A Flue -Fireplace roat Clearance L1119' Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing . e„ 452!Israperty Line Firewall & Openings 4r5 -Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers cs cirlinn-lJniling Veneer &�tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 61. Ins 62. Infi Date t2o Card B-1 Date Card B-1 Date p Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 82. Ext. S s -Door & Sidelight Protection -Landings mo etector ,6w1urnace Vents -clearance -Comb, Air -Connector - In G 'age; Above Floor-Ducts-Mech. Protection 6 edroo Exiting 86.Electrical, I. & Bath Fixtures & Tub Access -Spa Pie-Elec. Trim & Subpanel, Breaker Sizes & Labels Lai-le-Milation q. 69 46964_82ds� 89. it ce or Stove, Clearance-Hearth4 90. ,. Elec. Outlets at Wood Panel, Int. & Ex/ b 1. it t. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Ek -la -rage Fire Door; Swing -Landing -Closure LPW�Aciclress 9we4 i r n_--._er 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i bove Floor-Mech. Protection Date !7U P ., Elec. & Mech. Equip. Listed for Location Date Date M 4 El eceptacles in Garage (F.F.I.)-Romex Protection Comments at Final: 9. Insulation -Foam -Looked in Attic 69. ction-Post Caps or Drainage & Wood -Earth CIer o C) Yes 82. Followin Id./Drive' s 0 No/Walks a _" No/Planters ❑ Yes uc wn-Finish A.C. Unit -Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86.Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Lai-le-Milation Throughout House 89. Glass Protection 90. Corrections fr Previous Inspections b 1. Te - eters Tagged, Gas -Electric ater Iiwer Connected -C/O to Grade -HD Approval y Compliance Certificate -Other Certificates LPW�Aciclress Posted Date !7U Card 13-1 Date Card B-1 Date Date M Card B-1 Date Card B-1 Card B-1 Date Card B-1 Comments at Final: } 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 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you ave any questions pertaining to this matter, or need additional explanation, please contact is office immediately. /) ! �- Date Inspector 7� / REV 1 /92 COUNTY OF BUTTE a 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 ;x OWNER PERMIT NO. A routine inspection indicates that the following "violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any ques ' ns pertaining to this matter, or need additional explanation, please contact this office iinmedWely. i / C60- ANA u �aJ Date - Inspector :J REV 10/92 r._ COUNTY OF BUTTE �i ' BUILDING DIVISION }, DEPARTMENT OF DEVELOPMENT SERVICES z. '. 411 Main Street • Chico, CA • (530) 891-2751 - �1` 7 County Center Drive • Oroville, CA • (530) 538-7541 R`4 CORRECTION NOTICE f.- / + OWNER PERMIT -NO. rk 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 have any questions pertaining to this matter, or need additional explanation, _ please contact this office immediately. } zit• .�y 3. tT-L• Afi . .f1. {{4y% k•� ' - Date Inspector REV 1 /92 �y4C• LONGFELLow LUMBER CO. INC. ■ Quality Truss Design. ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: O 2S i Lk --(D Address: AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 e- it _(ORS12148-ORSILLO CONST/2148 - F3 REPAIR TRUSS FOR REVISED BEARING LOCATION AND REVISED LOADING. N REPAIR PROCEDURE -------------------------------------------------------------- `l11) SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. Cn;2) ADD TRUSS -SECTION TO ONE FACE OF TRUSS. I3) ADD SCAB TO TOP CHORD OF TRUSS. cc-,(TS)PRE-PLATED TRUSS SECTION ATTACH TRUSS SECTION TO ONE FACE WITH 0.128"X3.000 NAILS SPACED o AT 4' O.C. THROUGHOUT EACH MEMBER. CIRCLED NUMBERS REPRESENT THE MINIMI (S)ADD 214X8-1 TO ONE FACE REVISED GIRDEF BC From 35 BC - 2810 LB TRUSS SECTION TOP CHORD 2x6 BOT CHORD 2x6 WEBS 2x4 E--. A A W 04, W W . z Z . W ' W INTERIC z w 6 I Ts. C_, PLT TYP. Wave TPI -95%R Design C THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR NOTE: SEE DRAWING CAUSR427 00153009 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE NOOD AND MEET REQUIREMENTS OF 1994 UBC SECTION 2311.3.3. 1.42-0-03) I 7 12-4-12 -4- 24-9-8 Over 3 Support `PA( g__ R-152 W-3.5' R-5084 W-3.5' iter I A O -MAR11N6-• TRUSSES REQUIRE 'IT,HANDLING. EMI CARE IN FABRICATION, SNIPPING, INSTALLIIG A11 1AACING. REFER TO 111-91 (NAIIDLING INSTALLIIG AND OWING). ►ONLISNEO BY TPI (TRUSS PLATE C C IISTITUIE. Sea O'ONO►9t0 OR— SUITE too. MADISON. 01 53119). I01 SAPIrY PRACTICES PRIOR TO rERrORMItG THESE FUNCTIONS. UNLESS OTIEINISE IIDICATED, TOP CHORD N SHALL NATE FROPEALT ATTACHED STRUCTURAL ►MELS. 1071011 0800 SHALL NAT( A FIOPIALY ATTACHED 16.0 PSF 91610 CEILING. IMPORTANT—IRISHA COPT OF TOIS 015161 TO THE INSTALLATION CONTIACTOR. ALPINE ^' ENAINIEIEI PRODUCTS, IRC. SHALL AOT BE RESPONSIBLE FOR ANY DEVIATION FROM TOIS DESIGN; ANY FA1l0AI T BUILD THE TROSSES 11 C09FOlMOCE MITI TPI; Olt FABRICATING, NANOL1Ro, $RIPPING. INSTALLIIG A ALPINE IIACING Or TRUSSES. THIS 013161 CONFORMS WITH APPLICABLE PROVISIONS OF IDS (IATIOIAL DESI ^a SPECIFICATION PUBLISHED IT TN[ AMERICAN 1`01EST AND PAPER ASSOCIATION) AND T►1. ALPINI .�— CONIECTORS ARE MAGE OF TOGA ASTM ABS3 9140 GALT, STEEL. EXCEPT AS NOTID. APPLY CONNECTORS TO EACH FACE Of TRUSS, AID NALESS OTMEANISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER OAAYI9G! IGD Al. TIE SIAL ON THIS ORAHIOG INDICATES ACCEPTANCE OF PROrESS10At. ENOIHEER O6 :ISPOBSIIILITT ���". �.� �y9.fw SOLELY r0A TNI TROSS Co.,DESIGN SHOWN. TIE SUITABILITY AND USE OF T11S COMP01[Nf FOR PAATUOLu 1U1101RC IS TIE RESPORSIO [l1TT 0► TAE IOIlD1/6 O[SI6M[A. PLO Jul 17 200 * AISIJT►1 l-1111 uC,to, t. _ S R-1859 W-3.5' C.IV11. DUR.FAC. 1.25 [ FROM SS SPACING 24.0 - LL CA - 1 - - F Scale -.25'/Ft. w TC LL 16.0 PSF REF R427--59670 y� TC DL 10.0 PSF DATE 06/01/00 BC DL 7.0 PSF DRW CAUSR427 00199036 BC LL 0.0 PSF CA -ENG AEB/GWH Jul 17 200 * TOT.LD. 33.0 PSF SEON - 39541 C.IV11. DUR.FAC. 1.25 [ FROM SS SPACING 24.0 - LL LOERKE INSULATION CO., INC.a • INSULATION CERTIFICATE Ridge Line Ct.� Oroville Number and Streetitv ounty• Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches Brand Name Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass, - Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 �b. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R13 Brand Name _J_OhnS Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indica ed on the Certificate of compliance, where applicable. Item #s Item #s _!illi _...L_� rRaul LOERKE INSULATION CO., INC. Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner • f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oro\r�lle, CaJ,ifornia 95965 • Telephone (530) 538-754 O. (Rev. 12/96) ': APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 17169-58-0-005 ZONING -1 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS RTDrZVIEW LANE, OROVILLE 915966 776 IT 1-1 96R CONTRACTOR'S NAME T.i1T TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee $ BLIILgN RIDGELINE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S , LAT NO. SUBDIVISIONS NAME PARCEL MAP 85-11 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFP Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 56 00 Solar or heat pump water heater 23.00 Water piping 15.00 15 Each gas water heater or vent 15.00 1 . TYPE OF WORK New IR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 ' Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20' 0 Main Service 200AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business a d Professions Code, ) and my license i II force and effect.�O License Class Lic. NO. 01IOWN WILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the or Code, for the performance of work for which this permit is issued. My workers' mensation insurance carrier and policy number are: Carrier Tq irr.JZS Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shallR_3 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp) with those provisions. X Date — 1 — d Signature of Applican - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" de p and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.5QFT: 103.65 NEW CONS ' MULTI.OUTLET NON-RESID. @7.50 POWER APPARATUS 8 SINGLE Oun.Er CIR. Ex. Occup. OUTLET OR FIXTURES BAL@':550 Ex. Occup. ouXTLEEDTS R=.) ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee '0 Heating SPLIT 30.00 Cooling Hood 6.50 6.50 Ventilation 4.50 PERMIT FEE $ 61.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE VN OTAL FEE $ 1 -713-05 HZ. – D. IMP X FLOOD X CDF X PARCEL X PD X HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By t/ �/D ep PERMIT EXPIRES ON > q4 Q I I-19 Receipt No. WHITE-D.D.S.-67D. A - S SS PINK-INSPECTZR GOLD -APPLICANT r li�,i'�i's..+ i,�w..i,�,ui'�i.�"'i'�..�.�-�j.'�j�rt1+�ti��'.,•�„ ��y�� � .f•� `.` Y,��a,.'�F+-��.��` �!�6�`ti��.�'-,�• r'�M''''`"� • 'f � yl '«�' d7� COUN YOIa BUTTE - DEPARTMENT O DEVELOPMENT SERVICES,- DIVISION 1 s� r' ` 7 COUNTY CENTER DRIVE - U OIC i -,-CALIFORNIA 95965 - TEI V!40NE (530) 538-7541 =s t PERMIT APPLICATION DATA SHEET "OWNER: ��1 ASSESSOR PARCEL NUMBER: <7—,Sm"Od5 Proposed Building e: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance;, Date Received By, ❑ 1. All items have been submitted .----------------------------------------------------------------------7-------------- 4). Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 0. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Wfi. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ----- =--------------------------`--------------------------------------------------------- 9. Manufactured Home data and installation instructions including Tie Down Specifications.----------------,-- t SS ,�(� o (00, Fees of $ _ _______ _____________r________________________________________________________ in pact fees as shown on the attached schedule. ----------------- - - ------ -- - - �1i�lifornia Department of Forestry plan approval/fees. - 7 - __ ❑ 13. Flood elevation certificate. t----------------------------------------------------------------------------- ------ Sanitation and plot plan approval Ojo_ �,Oealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ------------------------------------- - -=------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------------------------------ -=- ❑7 Planning approval for (A) Use: K (B) Parking: ------------------------- 4 8. Contact Land Development about Improvements, ❑ Drainage, Legal Parcel. ------------------------ 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 carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 4. er of signature authorization. -------------------------------------------------------------------------------- ecorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26..Letter of intent on building use. ------ -=-------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --- -�`- ------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---`------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) if ) w i -•��� 7you issue the permit,rgc11esss�s as follows C.] Mail to owner, ❑Mail contractor. phone�D and hold for at office. ❑ Deliver inspector. pickup with Applicant: "" `' ) 4 Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: -4— Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D te: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: #�tN i-' 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; o 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: Plans reviewed by: Date: Plans approved ate: by: D 5 Q O Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: `- Date: Yellow Copy - Department of Development Services, Building Division.,;. _ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER 7PROPO ' D BUILDING USE 1. BUILDING PERMIT FEES =- Balance Due ................ l�s5-7 � 0 $ ��v ✓� -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ evised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (pai istrict Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x I = S #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $51 (paid at Building Division) 7. SRA FIItE INSPECTIONA AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER sSl�A. P. # �0 C DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking 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) OWNER VOUNTY OF BUTTE DEPARTMENT OF DEVELOP, RVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPO ED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... A.P. # DATE RECEIPT # DATE REC -- Additional Fees Due ........... $ evised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES t'ISistrct Office)-- ( ,• �� Xr,;"3-�ER. SHIFF FEES (paid at Building Division) (�%{•�• Residential ........ x $360.00 $ / Units = Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . 0 z--�. = $ 14 -2 S- #Units' Amt. Commercial (sq. ft.) x =$ Sq. Ft. Amt. I0 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $51 A6(paid at Building Division) 7. SRA FIRE INSPECTION AND. PLAN CHECK C'111 $89.00 (paid at Building Division) .J CW 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT / I D `f'"► lo li;� 17 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 - Ownei (Rev. 2/97) ,r,r—• .�'".;.•�-'.�,�.,,,,�•'r•`«xr! 'N .r.�.ti,.+l'..,�,,�...,-�.r"'r ;Mt.r.�J'9l+.hrY['fhY's'"D "rt.',+p*+r { .,pig- r�..t-. .:.t .. •r .� .. t t W. BUTTE. COUNTY SCHOOLS,IMPA&T-FE6CERTIFICATION FORM (One'6rrm•per Building) j Y School District (J /-e/�/%'1 ���-�Q �" v� Building Department No. A.P. Number V / - 590 60!51urisdicti n: City County Property Owner yrj111 C2 Property Location/Address Subdivision Residential Development No of Living MobileeHHome Units Installation Commercial/Industrial '..Addition Building Department Lot No. ................................................................................................................... € Sq. Footage Addition/ *Supplemental to Conversion Permit # '(No foundation inspection): .........................................:.............................. `tl J. F - - � : _ Sq. Footage moor Plans reviewed by School Uistnct Personnel) Date District Identification No. 7U 9 .-- i (& (T (Applicant) District certifies thatr (Applicant) '(Group R) (Including Exterior Roofed Areas) (Street Address) l% (Phone Number) (City) { j ' (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing feet. AB 2926 $ FULL MITIGATION $ School District Representative ` ` 1 ; . a�. v., + ,".; .+, Date, : t f Paid by Check # 35Remarks: �ZitiflJ 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(x), 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— istricj hf notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), 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.xls (10/98)dmm �i 'ERM IT NO: 18 - 00 w Lake Oroville Area Public Utility District 1960 Erin Strut OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND -VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: May 18, 2000 - Applicant: Steve Orsillo Applicant Address: 29 Ridgeview Lane, Oroville, CA 959606 Applicant Phone No.: , 589-4202 Property Location (s): A. P. No. (s): 6 Ridge Line Court, Oroville, CA 95966 Lakeridge Sub, Lot 7 069-580-005 Fees due: All fees paid Application .for service approved:AlreJ L KE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: By: Lake Oroville Area Public Utility District release to close permit: Date: By: r! A1HD "EN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVII.LE, CA 95965 COPY of Document Recorded 18 -flay -2000 2000-0018276 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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, plowing, 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 of California, described as follows: county of BUTTE On MAY 17, 2000 beforeme, DENISE TERRIAH—NOTARY PUBLIC personally appeared MARK STEVEN ORSILLO AND VICKI L. ORSILLO ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by, his/her/their signature(s) on the instrument, the persoli(s) or the entity upon behalf of which the person(s) acted, executed the instnambnt A.P.# 0& COMMbsim #1239624 Mfr CPS � �� of OCT. 24, 2003 ORDER NO. BU -179545-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LAKERIDGE VILLAGE", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, -STATE OF CALIFORNIA, ON OCTOBER 28, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 11, 12, 13, 14 AND 15. EXCEPTING THEREFROM ALL MINERAL• INTERESTS AND. RIGHTS IN THE PROPERTY OF WHATEVER KIND, EXCEPTING THE TOP 500 FEET THEREOF AND THERE SHALL BE NO RIGHT OF ENTRY ON THE SURFACE OF SUCH PROPERTY TO EXTRACT ANY SUBSTANCES THEREFROM AS RESERVED IN DEED RECORDED JULY 29, 1980, IN BOOK 2536-, PAGE 363,.OFFICIAL RECORDS. APN 069-580-005-000 zuNTY,OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ;%✓ 7 County Center Drive 9 OrovillQ, California 95965 • Telephone.(530) X38.7541 ®D_ Q �ITo. ev.12/96) APPLICATION AND PERMIT "SESsoaPARCELNUInc?Me BUILDING PERMIT L 1 ,iwNER SO. FT. I OW. BUILDING VALUATION I � � "i, �, o 3�- rI gra 45 PERMIT FEE _ Ex. Occup. (OMD - ELECTRICAL PERMIT Fling Fee 20.00 Main Service MAAJNo ADDRESS 23.00 Main Service 200A TO 1000A 48.00 NEW CONST, „O,F{qurDRY 3.SCso. TEI.lP1WN[ . • a! / _Mu�TI-0llTltT 1 70 Hood -631'MICTORS MWNO ADDRESS• L Ventilation l �i ;ONSTRl1Cr10N LENDER r Fireplace SENDERS ►wu"o ADDRESS t Total Valuatlon Is ARCNrMcT OR ENGINEER I LICENSE NO. Flan Fee S 20.00 Permit Fee T�pa0 5 ARCMrEcr OR ENGWEE i MIU11NO ADDRESS - Plan CheckingFee 0 $ BULDNO ADDRESS ' /` CD f� �V Energy Plan Checking Fee = $ 3, AA1 PERMIT FEE _ LOT NO. SUSONBgNSNAME P E� _ PLUMBING PERMIT Fii ee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Mobilehome ❑ Other p SPECIFY Solar or hent pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 / — TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation `' Describe Work: Z) Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W (920.00 I � � "i, �, o 3�- rI gra 45 EX. OCCU OUTLET OR FWrURE9 PERMIT FEE _ Ex. Occup. (OMD - ELECTRICAL PERMIT Fling Fee 20.00 Main Service z°000'AA ODA lESs 23.00 Main Service 200A TO 1000A 48.00 NEW CONST, owEui+o Occup. 3.SCso. OR ADONS. a ACC. RDs. • a! / _Mu�TI-0llTltT 1 0)7.50 1h -4. EX. OCCU OUTLET OR FWrURE9 BjL ' .50 Ex. Occup. (OMD - 5.00 Temporary Service 1 23.00 Mobile Home Facilities 1 20.00 Mist. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating 4 Coolin Hood 8.50 S Ventilation l �i PERMIT FEE Sr -u Moble Home Installation Fee i = Energy Inspec n Fee ,Q S QONST. TYPE T T L F $ NAZ 0. FEES7ON COF P This permit is hereby Issued under the app Icable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON MICHAEL MOONEY CIVIL ENGINEER 4f4 D`® RCE 20647 e��� rrF 8 2000 Job Number 00-03-38 �8/6,v Job Name Steve Orsillo ' Page 1 APN 069-580-005 Date 5-01-2000 Analysis UBC 1997 Dead Loads Live loads Roof Composition 6 psf 1/2" plywood 1.5 Trusses 4 Insulation . 1 1/2 Gyp 2.5 15 psf. 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf. Floor Plywood 3 Framing 2 Insulation 1 Misc 2 8 psf. Lateral loads Wind P = Ce Cq q I where' Exposure B Ce = 0.62 @ 15 feet Cy = 0.3 in/ 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca=0.36,I= 1,R=5.5J4.5 Soil Bearing - _ 1500 pounds per square foot Friction= 0.35 Lateral bearing = 250 psf/ft. 40 psf. q = 14.5 psf @ 75 mpb I=1 ♦. 5 2 3 .1Z Q�.e u &;Q- 4�� k�j ku-tscs'�,'�ElZ -V8 PA4,R(72), AIJ ALq S ts W-3Lt s, So. ✓i')l�K ��1� w /n.99 dx/ 4tr LU/LL I��/�f� (A) . --M&Tt& WOAs� ��-(nj A-sk-W - (--p-k5 T� wtk Cry Prr�sc�;� 0) Ve& ^ .- Dj, ajo Lu wAto c21. Wad Lam- 6 61 � jq,, pl -7t2p-)F- 2 4,5 PSS t��2�`t + �c�3� 4 6� �.1 k to S 465 P� 4';, l 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAAD MISCELLANEOUS ONLY Owner: Building Permit Number: Plans Examiner: ,C> A. P. Number: 6 y - 9V�'d _ GENERAL: Zoning requirements - (number of permitted living units). uilding permit valuation. Plans signed by the designer. roper description of work on the application. Existing violations on the property. ` ecorded notice of violation. PLOT PLAN:' Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FL OR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural fight and 5% of ventilation (Uniform Building Code section 1203). "Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). lazing in Hazardous locations (Uniform Building Code section 2406). quired room sizes and ceiling heights (Uniform Building Code section 310.6). FCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). arage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). ood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). moke detectors (Uniform Building Code section 310.9.1). ater closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). December 1999 3.2 D STRUCTURAL DETAILS: -,< Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code section 2320.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5 Foundation plan complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. �! Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafterties or bearing ridge beam. fireplace construction details and calculations if necessary. { • Garage door header size(s). Porch header size(s). Stud heights. xpansive soil — special foundation design required. Retaining walls requiring design. Special Inspection requirements. Header sizes. Gypsum wallboard nailing inspection required. SCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). ` Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). 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). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Aftic access and ventilation (Uniform Building Code section 1505). ambustion air for fuel burning appliances — LPG requirements. bound requirements. )Energy design compliance and supporting documentation. 'flashing at all exterior openings. �DF responsible area requirements. Building Permit requirements: 'Y.l.. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. December 1999 3.3 April 26, 2000 Steve Orsillo 29 Ridgeview Lane Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-580-005 Building Permit Number: 00-0777 This office reviewed building plans for the permit application referenced above. The plan 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 re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. The front of this house is not braced per code. Alternate braced wall panels must be 2'8" wide. Have an engineer or architect do a lateral analysis on the front of the building. 2. Label all braced wall panels, provide a legend which tells what method of bracing is being used, and the proper nailing for that method. If sheetrock is being used as bracing on the interior, indicate whether you are using one 8 feet long panel, or 4 foot panels on both sides. 3. Interior braced wall panels must be bolted to a foundation. Please indicate the foundations on the foundation plan: Please provide typical exterior header sizes on the plans. The exterior laundry room door is not shown on the elevation. It is not included in the energy calculations. Therefore, no glass is allowed in this door. If there is glass in the door, have the energy calc's re -done. Please submit a new truss E12. It is the only one at the porch that is 3 -point bearing. It should be 2 -point bearing like the others. Plan review will continue upon receipt of the above items Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. Sincerely /X L'nda Sexton Plans Examiner FA PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please 'complete the following information and return this form with your re -submittal. If 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 planstcalcs. ATrerH TI11rS FARM Tn A rnDv nF vntlR al AN RFVTFW I FTTFR AND RETURN WITH REVISED AND ORIGINAL OLANS_ OWNERS NAME bQSO�6' DATE: S- q�3 - c a ASSESSORSPARCEL NUMBER W1 r yr-",% C� � - ©O � PERMIT NUMBER � o©^ C.J f I• RESPONSE FOR PLAN CHECK LETTER DATED: .P�Pi2�-L 2(-P Z©o d PLAN CHECK ITEM # I RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: r COMMENTS: PLAN CHECK ITEM # RESPONSE BY: p LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: L PLAN CHECK ITEM # �BY: RESPONSE `LII L L. p LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: L PLAN CHECK ITEM # RESPONSE B1�Y::� / SE BYa LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: L PLAN CHECK ITEM # RESP SE BYa du LOCATION ON PLANS/CALCS: COMMENTS: L ���G�, cIFvwx dst-a, 6 MICHAEL MOONEY 5 A AIADRoNE A vE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 .. (916) 533-2131 Butte County May 3, 2000 Development Services Department Building Division 7 County Center Drive Oroville,•CA 95965 Re: Steve Orsillo Ridgeline #3 00-0777 This transmits revised plans, and supporting calculations resultant from your.plan check letter of April 26. Item 1) Lateral analysis performed on front of building. Item 2) Labeled brace wall panels, provided a legend, and indicated required lengths. Item 3)'Provided foundation detail. Item 4) Noted on framing plan. Yours Michael Mooney My license expires 9-30-01 RECEIVED MAY 0 %-.2000 BUTTE COU"'T ON BUILDING MICI EL MOONEY 5A MADRONE AVE CIVIL ENGINEER ORmLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County, May 30 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Orsillo Ridgeline #3' #00-0777 ' I have reviewed the trusses and they are adequate for my design: Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-01 RECEIVED MAY 0 B. 2000 BUTTE COUNTY BUILDING DIVISION .. EDE`VED CE:RTIVICATE OF COMPLIANCE: RESIDENTIA Page 1 CF -1R. Project Title.......... CUSTOM HOME 01 Date..05/02/00 13:1.4:21 Project Address........ .RIDGELINE CT. 13UTTECp1VS6%��** OROVILL.E BU11,0103 *v5.10*(.l.....................�....�1-7.'j..... Documentation Author... WILLIAM H. FOX Build, g Perilit. # � ' Fox Company ' "�/00 3995 Olive Hwy. Plan Check 1_601 Orovil.le, CA 95966 530--533--2730 Field Check/ Date Climate %one........... 11. Compliance.Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-ORS2.148E Wth-CT71.1S92 Program -FORM CF -1R User##-MP1809 User -Fox Company Run-ORS2148E GENERAL_ INFORMATION Con8i.tioned Floor Area...,. Building Type.,............,. Construction Type ......... Building Front'Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type .... Glazing.Percentage......... Average Glazing U• -value .... Average Glazing SHGC....... Average Ceiling Height..... 2148 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Slab On Grade 16 % of floor are.:. 0.52 Btu/hr-sf-F 0.65 9.4 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R --value R -value R -value U -value Location/Comments Wall Wood R--13 R-0 R-1.3 0.088 Outside, Garage Roof Wood R•-1.1 R-27 R-38 0.025 Attic Door n/a R-0 R-n/a R-0 0.330 Solid Wood SlabEdge n/a R-0 R--n/a F2=0.720 SlabEdge n/a R-0 R-n/a F2=0.900 SlabEdge n/a R-0 R--n/a F2=0.500 SlabEdge n/a R-0 R-n/a F2=0.550 FENESTRATION ......----_.._.._.-_....._._. 0ve r Area U- Interior Exterior ► .hand/ Orientation -------------------- (sf) ----- Value ------ SHGC Shading --------------- Shadii �t'�i Fins �.._.......... Window Front (E) 6:0 ------ 0.510 0.670 Standard ---_. � Sone Window Front (E) 15: Q_ 0.530 0.650 Standard a. rd None Window Front -(E) 15.4 0.530 0.650 Standard d Yes Window Front (E) 5..0 0.510 0,.670 Standard ar"d � �tfard Yea's Window Front (E) ,,32.0 0.530 0.650 Standard e� Yes Door Left (S) .17,.0 0.490 0.670 Standard Standard Yes Door Left (S) 33.0 0.510 0.650 Standard �, Standard. Yea CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1P Project Title ........... CUSTOM HOME Date..05/02/00 13:14:21. MICROPASS v5.10 File-•ORS2148E Wth-CTZ11S92 Program -FORM CF --1R ^~ User#t-MP1809 User -Fox Company Run--ORS2148E FENESTRATION Interior SHGC Shading 0.650 Standard 0.650 Standard 0.650 Standard ,0.650 -Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard SLAB SURFACES ---------------- Area Slab Type Of) Standard Slab 2148 HVAC SYSTEMS -------------- Minimum Duct Duct. Equipment Type Efficiency Location R -value Furnace 0.800 AFUE Attic R-4.2 ACSplit 10.00 SEER Attic R--4.2 WATER HEATING SYSTEMS Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Ever- hang/ ver- ha:ng/ Fins Yes Yes Yes Yes None None None Yes Yes Yes Yes Yeti Yes Tested Duct RCCA Thermosta Leakage Manual D Type No No Setback No No Setback Number Tank External in Energy Size Insulatio Tank Type Hater Type Distribution Type System Factor (gal) R-va1uE,' Storage Gas Standard 1 0.60 50 R- n/a REMARKS Area U_ Orientation' (sf) Value Window Left (S) 16.0 0.530 Window 'Back (W) 20.0 0.530 Door Rack (W) 40.0 0.510 Window Rack (W) 12.0 0.530 Window Rack (W) 8.0 0.530 Window Rack (W) 8.0 0.530 Window Rack (W) 16.0 0.530 Window Right (N) 6„0 0.530 Window Right (N) 20.0 0.530 Window Right (N) 20.0 .0.530 Window Right (N) 2S.0 0.530 Window Right (N) 15.0 0.530 Window Front .(SE) 15.0 0.530 FENESTRATION Interior SHGC Shading 0.650 Standard 0.650 Standard 0.650 Standard ,0.650 -Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.650 Standard SLAB SURFACES ---------------- Area Slab Type Of) Standard Slab 2148 HVAC SYSTEMS -------------- Minimum Duct Duct. Equipment Type Efficiency Location R -value Furnace 0.800 AFUE Attic R-4.2 ACSplit 10.00 SEER Attic R--4.2 WATER HEATING SYSTEMS Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Ever- hang/ ver- ha:ng/ Fins Yes Yes Yes Yes None None None Yes Yes Yes Yes Yeti Yes Tested Duct RCCA Thermosta Leakage Manual D Type No No Setback No No Setback Number Tank External in Energy Size Insulatio Tank Type Hater Type Distribution Type System Factor (gal) R-va1uE,' Storage Gas Standard 1 0.60 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDEWTIAL Page 3 CF -1R Project Title...:...... CUSTOM HOME Date..05/02/00 13.14.21 MICROPAS5 v5.10 File--ORS2148E Wth-wCTZ11S92 Program -FORM ^CF -IR -^ - ' User#-MP1809 User -Fox Company Run-ORS21.48E ------------------------------ REMARKS _--_-______-______________ REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed- to comply with 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 Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... STEVE ORSILLO Name.... WILLIAM H. FOX Company. ORSILLO CONSTRUCTION Company. Fox Company Address. 26 RIDGEVIEW Address. 3995 Olive Hwy. OROVILLE CA.. 95966 Oroville,.CA 95966 Phone... 589--4202 Phone... 530-533-2730 License, B-._542034 Signed . , (date) ( . e) ENFORCEMENT AGENCY Name.... Title . Agency.. Phone... Signed.. ' (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... CUSTOM HOME Date..05/02/00 13:14:21 Project Address........ RIDGELINE CT.**** --------------------•---.- OROVILLE *vS.10* Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530--533-•2730 Field Check/ Date Climate Zone. , ......... Compliance Method..:... MICROPAS5 v5,10 for 1998 Standards by Enerc.omp, Inc. MICROPAS5 v5,10 File-ORS2148E Wth-CTZ11S92 Program -FORM MF --1R User#-MP1809 User -Fox Company Run-ORS2148E Note: Lowrise residential buildings subject to the Standards must contain tl)esE measures regardless of the compliance approach used. Items marked with ar asterisk (*) may be superseded by more stringent compliance requirements liste( on the Certificate of Compliance. When this checklist is incorporated into th,: permit documents, the features noted shall be considered by all parties aE minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- er *150(a): Minimum R-19 ceiling insulation. 1SO(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation -in wood framed walls or - 4 equivalent U --value in,metal.,frame walls (does not apply to exterior mass walls). *1.50(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation- water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 1.1.6-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1.. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products' (except .field fabricated) have label with -certified U -value, certified solar heat gain c:oeffI cient, and infiltration certification. 3. Exterior doors and windows weather-stripped: 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 Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: Enforce- ment ....... ......... ..... .......... .. MANDATORY MEASURES CHECKLIST: RESID.ENTIAL Page 2 MF -1R Project Title.......... CUSTOM HOME Date..05/02/00 13:14:21 MICROPASS v5.10 File•-ORS2148ErTWth-CTZ11S92M Program-FORMMF-IRT ~^M User#-MP1809 User -Fox Company Run-OR52148E a. Closeable metal'or glass door b. Outside air intake with damper and control c.. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES --------------------- Design- Enforce- er MCI; nt 110--113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-1.2 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections -of hot water system. S. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *1SO W : Ducts and Fans 1. All ducts and plenums constructed, installed._ in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL1818 and other applicable specified tests for longevity given in Sec. 150(m). 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 heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Paae 3 MF -1R Project Title......,... CUSTOM HOME Date..05/02/00 13:14:21 MICROPAS5 v5.10 File-ORS2148E Wth-CTZ11S92 'Program -FORM MF-1RYW^� User-#-MP,1809 User -Fox Company Run-ORS2148E b. Cover for outdoor pools or outdoor- spas. 3. Pool system has directional inlets and a circulation pump time switch. 115:, Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning Pilot light. (Exception: Non -electrical cooking appliances wi,t.h pilot < 150 Btu/hr). LIGHTINGMEASURES - 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 1.50(02: Rooms with a shower or bathtub'must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment 0 M COMPUTER METHOD -SUMMARY Page 1 C -2P Project Title.........., CUSTOM HOME Date.,05/02/00 13:14:21 Project Address........ RIDGELINE CT, **** ** ---------------------- OROVILLE r *v5.10* I Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company ...................................................................................................... 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate :7_one....... .. 11. _.__.____.___-.----------_--- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-ORS2148E Wth-CTZ11S92 Program-FORMC-2R________^ - User##--MP1.809 User --Fox Company -------------------------------------------------- Run-ORS2148E = MICROPASS ENERGY USE SUMMARY _ = Energy Use Standard Proposed Compliance = (kBtu/sf-yr) Design Design Margin = Space Heating.......... 20.03 20.31 -0.28 = = Space Cooling......,... 13.54 11.03 2.51 - Water Heating.......... 12.47 10.93 1.54 = _ Total 46.04 42.27 3.77 = *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2.148 sf Building Type.............. Single.Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type........., ReducedYear Floor Construction.Type.... Number of Building Zones.., Conditioned Volume....,.... Slab -On --Grade Area......,... Glazing Percentage...,..... Average Glazing U -value.,.. Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 , 20136 c:f. 2148 sf 16 of floor area 0.52 Btu/hr-sf-~F 0.65 9,4 ft COMPUTER METHOD•SUMMARY Page 2 C -2R. Project Title.......... CUSTOM HOME Date..05/02/00 13:14:21 MICROPAS5.v5.10 File-ORS2148E Wth-CTZ11S92 Program-FORM'C-2R TM, User#-MP1809 User -Fox Company Run-ORS2148E ------------------------------------------------------ BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat. Height Area Leakage Zone Type (sf) 1(cf) Units itioned Type (ft) (sf) Credit "'OUSE Residence 2148 20136 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE - . I Wall 90 0.088 13 90 90 Yes W.13.2X4.16 Outside 2 Wall 35 0.088 13 90 90 Yes W.13.2X4.16 Outside 3 Wall. 284 0.088 13 90 90 No W.13.2X4.16 Garage, 4 Wall 50 0.088 13 180 90 No W.13.2X4.16 Garage. ri Wall 388 0.088 13 ISO 90 Yes W.13.2X4.16 Outside 6 Wall 51 0.088 13 180 90 Yes W.13.2X4.16 Outside 7 Wall 234 0.088 13 270 90 Yes W.13.2X4.16 Outside 8 Wall 225 0.088 13 270 90 Yes W.13.2X4.16 Outside 9 Wall 558 0.088 13 0 90 Yes W.13.2X4.16 Outside 10 Wall 21 0.088 13 135 90 Yes W.13.2X4.16 Outside 1.1 Wall 18 0.088 13 135 90 No W.13.2X4.16 Garage 12 Roof 2148 0.025 38 n/a 0 Yes R.38.2X4:24 Attic 13 Door 18 0.330 0 135 90 No None Solid Wood PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 14 SlabEdge 193 0.720 R -O No 15 SlabEdge 25 0.900 R-01 No 16 SlabEdge 32 0.500 R --O No 17 SlabEdge 10 0.550 R-0 No FENESTRATION SURFACES ------------ Area U- Act Exterior Shade Interior Shad Orientation (sf) Value SHGC Azm•Tilt Type/SHGC Type/SHGC HOUSE , 1 Window, Front (E) 6.0 0.510 0.670 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 15.0 0.530 0.650 90 90 Standard/0.76 Standard/0.68 ::3 Window Front (E) 15.0 0.530 0.650 90 90 Standard/0.76 Standard/0.68 4 Window. Front (E) 5.0 0.510 0.670 90 90 Standard/0.76 Standard/0.68 IN COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... CUSTOM HOME Date..05/02/00 13:14:21 MICROPAS5 v5.10 File-ORS2148E Wth-CTZ11S92 Program --FORM C --2R User#-MP1809 User -Fox Company Run-ORS2148E Orientation --------------------- 5 Window Front (E) 6 Door Left (S) 7 Door Left (S) 8 Window Left (S) 9 Window Back (W) 10 Door Back (W) 11 Window Back (W) 12 Window Back (W) 13 Window Back (W) 14 Window Back (W) 15 Window Right (N) 16 Window Right (N) 17 Window Right (N) 18 Window Right (N) 19 Window Right (N) 20 Window Front (SE) A rea Surface (sf) FENESTRATION SURFACES Area U- Act (sf) Value SHGC Azm Tilt 32.0 0.530 0.650 90 90 17.0 0.490 0.670 180 90 33.0 0.510 0.650 180 90 16.0 0.530 0.650 180 90 20.0 0.530-0.650 1.0 270 90 40.0 0.510 0.650 270 90 12.0 0.530 0.650 270 90 8.0 0.530 0.650 2.70 90 8.0 0.530 0.650 270 90 16.0 0.530 0.650 270 90 6.0 0.530 0.650 0 90 20.0 0.530 0.650 0 90 20.0 0.530 0.650 0 90 25.0 0.530 0.650 0 90 15.0 0.530 0.650 0 90 15.0 0.530 0.650 135 90 Exterior Shade Type/SHGC Standard/0.76 Standard/0.76 Standard/0,76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS ------------------------ Interior Shade Type/SHGC Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ---Window -- ------ Overhang-------_- _--Left Fin --- -----Right Fin -- Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hghi HOUSE 3 Window 15.0 3.0 5.0 13.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 5.0 1.0 5.0 13.5 0 n/a, n/a n/a n/a n/a n/a n/a n/a 5 Window 32.0 5.0 6.67 13.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 17.0 2.67 6.67 34.0 0 n/a n/a n/a. n/a n/a n/a n/a n/a 7 Door 33.0 5.0_ 6.67 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 16.0 4.0 4.0 2.0 0 n/a n/a n/a n/a 'n/a n/a n/a n/a 9 Window 20.0 4.0 5.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 40.0 6.0 6.67 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 4.0 3.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 6.0 2.0 3.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 20.0 5.0 4.0 2.0 0 n/a n/a n/a n/a ' n/a n/a n/a n/a 17 Window 20.0 5.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 25.0 5.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 19- Window 15.0 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 15.0 3.0 5.0 12.0 0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title...,...... CUSTOM HOME Date,.05/02/00 13:14:21 MICROPAS5 v5.10 File--ORS2148E Wth-CTZ11S92 Program -FORM C -2R ^� User##--MP1809 User, -Fox Company Run-ORS2148E ` SLAB SURFACES WATER HEATING SYSTEMS Number Tank External in Energy Size Insulatior. Tank Type Heater Type Distribution Type System Factor (gal) R• --value, 1 Storage Gas' Standard 1 0.60 50 R- n/a REMARKS Area Slab Type (sf) HOUSE Standard Slab 2148 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct:. System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Attic R74.2 No No 0.737 ACSplit 10.00 SEER Attic '. R-4.2 No No- 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulatior. Tank Type Heater Type Distribution Type System Factor (gal) R• --value, 1 Storage Gas' Standard 1 0.60 50 R- n/a REMARKS HVAC SIZING Page 1 HVAC Project Title.......... CUSTOM HOME Date..05/02/00 13:14:2.1 Project Address ........ RIDGEL I NE CT. ******--•-----------------------_ OROVILLE *v5.10* ' Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-•533--2730 Field Check/ Date Climate Zone........... 11 --------------------__- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-ORS2148E Wth-CTZ11S92 Program -HVAC SIZINGM`��TYM, User#-MP1809 User -Fox Company Run-ORS2148E -------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 2148 sf Volume ..................... 20136 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location...::....... OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND -COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 16592 6466 Glazing Conduction ......:......... 7198 4679 Glazing Solar.. ................ n/a 6130 Infiltration ................ ... 1.1453 4702 . Internal Gain .................... n/a 2550 Ducts........ ........ 3524 2453 Sensible Load..... ............. 38768 26981 Latent Load ...................... � n/a 8094 Minimum Total Load 38768 35075 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all a, HVAC SIZING Page 2 HVAC Project Title.......... CUSTOM HOMEDate..05/02/00.13:14:21 MICROPASS v5..10 File-•ORS2148E Wth-CTZ11S92 Program -HVAC SIZING M User#-MPi809 User -Fox Company Run-ORS2148E factors when selecting the HVAC equipment, } t h 11 APPROVED ❑ CONDITIONALLY APPROVED RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE �. Permit #: - 7 Date' L4 •-`l-'�; - Genera/Information n AP Owners Name: d Q Sf LL -0 �T�sV'� Parcel Acreage: ��� A Owners Address: Building Site Address: 4e iz) C-- U P�j P/O7ertylnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: �� " I C- Date of Zoning Ordinance: General Plan: S//iide �® �t-- Development Agreement: Use Permit: //Sim • `t'A s Sid t Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan S No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone a No ❑ Yes, check use Floodplain p @I No ❑ Yes t x O Q 2 Zone: / 1 Panel Number: Q Watershed Protection Zone El No ❑ Yes Proposed Use Complies With: _ M General Plan IN Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit Commercial/Industrial/Multi-Family Uses' Parking: ❑ Parking Requirements are OK as Showr ❑ Administrative Permit ❑ Accessory Building Use Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other F—i Other --7so. Zoning Code Street & Highways Fire Prevention Subdivision Ma Front C- S//iide �® �t-- //Sim • `t'A s Sid t V Rear / / 0 CD Height Environmental Health Lssues- 'arcel Septic Permit Review: Well Permit Review: Land Development Review: Permit C/ear'ance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ yes Drainage Plan (Com/Ind/Multi) • ❑ No ❑ Yes ❑ 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: L�q <C 22 YI t,�tq G 0 f KMap Date of Recording: Lot: Block: Book: 8 S�_ Page: =onditions 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 :eneral Comments: 512148-ORSILLO CONST/2148 - F3 REPAIR TRUSS FOR REVISED BEARING LOCATION AND REVISED LOADING. N1REPAIR PROCEDURE `"i1) SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. c,;2) ADD TRUSS -SECTION TO ONE FACE OF TRUSS. I3) ADD SCAB TO TOP CHORD OF TRUSS. (TS)PRE-PLATED TRUSS SECTION ATTACH TRUSS SECTION TO ONE FACE WITH 0.128"X3.000 NAILS SPACED o AT 4' O.C. THRGIIGHRIIT FACH MFMRFR _ CTRCI Fn NIIMRFRS RFDRFSFNT THE MINIMU (S)ADD 2)(4)(8-0 TO ONE FACE REVISED GIRDER 8C - From 39 BC - 2810 LB TRUSS SECTION TOP CHORD 2x6 BOT CHORD 2x6 c„ WEBS 2x4 H v A O OG Q.. A W tx W W z z w W INTERIC z THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. NOTE: SEE DRAWING CAUSR427 00153009 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND MEET REOUIREMENTS OF 1994 UBC SECTION 2311.3.3. 1 Ec2-0-O?✓ ' L� 12-4-12 _I_ 12-4-12 I ��P__�< 24-9-8 Over 3 Support + I R--152 W-3.5' R-5084 W-3.5' ��/ PLT TYP. Wave TPI -95\R Desion Criteria: TPI STD f O O N STRUCTURAL. R-1859 W-3.5' C=31 ••MI111MIN6" TNUSS(f RLOU IR[ E17lEH[ CMF Ill ►A00[4T10N. SWUNG. SNI►►10G, INSTALLING ASD uantc. arER ro n1•Pt (WIOLIIi INSTALLING MD BHACIK). ►OBIISNEO 01 T►I tTRuss turf i8fTliUlE, 507 D'010rR[0 DA.. SU 171200. MAOIEOi. MI 57/19). 70t SAI[T► ►tACTICEf II7NI TO PEt FotMUi rNEf[ FUNCTIONS. UNLESS OTIf1VIS[ INDICATED. TOP CHORD SMALL HAYS PROPERLY ATTACKED IDTTBR CHORD SHALL OAP[ A /ROIERIY ATTACKED RIiID CEILING. O� W p_ Q+ GGii TL P16PS TC DL 1 0 . PS �w •ww r R R ' -'-59670 DATIE ..4STRUCTURAL.►HEIS, DRW CAUSR127 00199036 --IMPORTANT-- FUI11fH A COPY Of THIS 093160 TO THE INSTALLATION COATNACTOR. AL►IIE [16II[E1ED PNODUCTS, IRC. SNAIL !01 BE RESPONSIBLE FON ANY DEVIATION FROM 711S DESIGN: MY FAILURE T BC DL 7.0 PSF A L P I N E BUILD THE TROSSES 11 COO►OXAMCE WITS TPII 01 FABRICATING. HANDLING, SNIPPING, INSTALl114 A IIACIOG OF TRUSSES. IBIS DESIGN CONFORMS VITO APPLICABLE PAOYIsicis 0► ROS miTIONu DISI 8C LL 0.0 PSF CA -ENG AE B / GWH g� �SNaimmgCA Ina SPECIE ICATION PUDLISNIO If THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE CON ICY All[ MADE 0► to ASTM A653 6140 MR. STEEL. [ICE" AS NOTED. APPLY CONNECTORS TO E ACA FACE Of TAM, AID REUSS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CORRECTORS 1,11 AVINti 160 Ty A-1. 711 SEAL ON THIS DIANENT DESIGN SHOWN. TIE N11G INDICATES ACCEPTANCE OF PROFESSIONAL EM611[1lING OLCOIVO3[ITIIN M/LPAN I OIMEBUILDINGiiess O IS0TIE RESPONSIBILITY OF 781 IVILDI86IDESIIGGNER. P UR 4 1111 ANSIFT►1 1•190S uC7100 t. Jul % 2OO + * CN� Com" TOT. LD. 33.0 PSF SEON - 39541 D .FAC . 1.25 FROM SS SPACING 24.0' C -0 217 r !D z LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'T S ❑ 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 defects to Longfellow immediately. ❑ 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 Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ 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. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. GA01E (111) OCIAII S 1RCRIGOACK 111AIL 10 LEOGEI IURACED AT 55' LEDGER 01AiL iD VERTICAL Y/2-I0d IIAILS ) (K) SPACIIG FBI REFER TO SI PRODUCT All A35 III FI I TIIIS 0116 PR[PAll[11 fRUH C0111'lll[R IIIPUf (LOADS A DlllfffSIOHS) 5110111Full BY IIIUSS Hf R. I Z,I I:UNWALI, BRACED AT 55' D.C. (C) IX4 CONIIIfl1dIS LATERAL GRACING FOP. BRACE (SIROUGOACK) MEMBER LONGER THAN (11) 2X4 F.L. OR M.F. 12 OR 72'. ATTACH Al LUOPOIHI OF EACH GRACE BIP. SIP.ONGOACK BRACE 'I/2 -0d CCOMH1111 HAILS. �101_1 LI: IQI I 1a[ l S I J\ IN 1 PEAK PLATE ID MATCH CDHl1011 TRUSSES. (SI I SPLICE PLATE 10 HATCH CO901 TRUSSES (III 1 IEEL PLATE 10 HATCH [0101111 TRUSSES. (0) IPIIOII 10 NEB FLATNIG: USE (3)-2' VIRE STAPLES (6.672 OIA./15 GA.) IDE)IAILEO II6tl1 C11IRD 111111 WEB 6 11631 WEB 11110 CIIIIRO (111 ONE FACE FOR A 101AL IT 6 STAPLES. (PI I. IS11 L (III I HEIST BE PLATED. (G) GABLE EHO DESIGII BASED al 75FPH MING LOAD. EXPOSURE '0' AT 0-25 FT. HEAR IIEICIIF. 24' MAX __ GABLE Fill i \ \- (111)1 MOTE: CHOP.OS 10 BE 2X4 FIR-LARCII 12 Hill. IIDIE: THIS DETAIL HAY BE IISED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE IN IX3• 2-0-0 2X4• 0-1-0 3X4• 0 lSl) DC LL 0.0 PSF tN) TOT.LI1 50,0 PSF (G) DUR.FAC . 1.15 (I 11 -T 15-6-0 LE 7-9-0 15-6-0 119/ORMON; IMESE fUNCI TOMS. UWSf OI N(IYIf[ IMOICAIlO, 10► (NOgO SIIAII IIAY[ ►AO/[RlY AI IACII[D 7-9-0 uu I� SIRUCIURAI /AN(LS, 90110N CNOAO SNAIL NAV[ A PROPEIIY AIIACM[0 RIGID CEILING. ••INPORIANI•• FURNISN A COPY OF MIS DESIGN 10 IH[ INSIALLAIION CONIRACIOA. ALPINE ENGINEERED 6MAXC A T ll��, IN �� O IIODUCIS, INC, SNAIL 101 9l 1Ef/ONSIB11 1OA ANY O[VIAIION FROM THIS DESIGN: ANY fAItUA1 10 OU(LO IN( INYSf(f IN LONF ORNANC/ YI IN 1►1: ON fABRICAIINO, HANDLING. SKIPPING. INS IAIIA V ON OR ;AC. ENO OF IIUffIf. INIf OE SIGN COIFOIMS Y(IN AI:IICA9l[ PROVISIONS Of NOS (NAIIONAL DESIGN CFCAION IUIIISM[0 NY INE AMIR ICAI fOq[SI AMD ►A111 AS SOCIAIION) AND 111. AI/IN[ *' E-1, ���� �� 1. _- 1 __- i [OINK IONS A1( NAGE OF FOGA ASI11 A663 GROF GAIV, fllll. (DCOP"..I Af N01[D, A►/lY CONNICIDAS 10 1ACN FACT OF INUSf, AND UNIIff OI NE9YIS( IOCAI(D ON III IS 0[SiON, ►Of .110■ CONNICIOAf /(R OIAYIIGS I". ISO AND IFO A•F. AN (1GIR111'f 1( A1 01 INIf GRAYING A/PLIES ONLY 10 IN[ DESIGN Of - IN( IRUSS OI/ICII. U11( A10 SIIAII 1101 B[ 111 I(D UPON IA AV OTHER WAY. I Z,I I:UNWALI, BRACED AT 55' D.C. (C) IX4 CONIIIfl1dIS LATERAL GRACING FOP. BRACE (SIROUGOACK) MEMBER LONGER THAN (11) 2X4 F.L. OR M.F. 12 OR 72'. ATTACH Al LUOPOIHI OF EACH GRACE BIP. SIP.ONGOACK BRACE 'I/2 -0d CCOMH1111 HAILS. �101_1 LI: IQI I 1a[ l S I J\ IN 1 PEAK PLATE ID MATCH CDHl1011 TRUSSES. (SI I SPLICE PLATE 10 HATCH CO901 TRUSSES (III 1 IEEL PLATE 10 HATCH [0101111 TRUSSES. (0) IPIIOII 10 NEB FLATNIG: USE (3)-2' VIRE STAPLES (6.672 OIA./15 GA.) IDE)IAILEO II6tl1 C11IRD 111111 WEB 6 11631 WEB 11110 CIIIIRO (111 ONE FACE FOR A 101AL IT 6 STAPLES. (PI I. IS11 L (III I HEIST BE PLATED. (G) GABLE EHO DESIGII BASED al 75FPH MING LOAD. EXPOSURE '0' AT 0-25 FT. HEAR IIEICIIF. 24' MAX __ GABLE Fill i \ \- (111)1 MOTE: CHOP.OS 10 BE 2X4 FIR-LARCII 12 Hill. IIDIE: THIS DETAIL HAY BE IISED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. NEB LENGTH IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 DUTLOITKER PLT TYP. Have IN -95 R Desip Crlterla: TPI -95 STD STAIIDARO 5 -II -0 11-10-0 ••VARYING•• MOSES R10UIR[ [119111[ CAR[ 11 FAOAICAIION, MEILING. SIIIPPING, INSIALLING AND A DC LL 0.0 PSF * TOT.LI1 50,0 PSF 9AACING. RIFER 10 MIS -91 (HANDLING INSIAL(ING AND BRACING), PUBLISHED Of IPI (IRUSS /LAI[ DUR.FAC . 1.15 SPACING 11 IISIIIUI(, {1) D'ONOFIO DA., SUIT( 100, MAOISON, YI 63119). FOA SAFEIY FRACIIC(f ?AIDA 10 15-6-0 11 L BETTER. 7-9-0 15-6-0 119/ORMON; IMESE fUNCI TOMS. UWSf OI N(IYIf[ IMOICAIlO, 10► (NOgO SIIAII IIAY[ ►AO/[RlY AI IACII[D 7-9-0 1� I� SIRUCIURAI /AN(LS, 90110N CNOAO SNAIL NAV[ A PROPEIIY AIIACM[0 RIGID CEILING. ••INPORIANI•• FURNISN A COPY OF MIS DESIGN 10 IH[ INSIALLAIION CONIRACIOA. ALPINE ENGINEERED O2�1 A T ll��, IN �� O IIODUCIS, INC, SNAIL 101 9l 1Ef/ONSIB11 1OA ANY O[VIAIION FROM THIS DESIGN: ANY fAItUA1 10 OU(LO IN( INYSf(f IN LONF ORNANC/ YI IN 1►1: ON fABRICAIINO, HANDLING. SKIPPING. INS IAIIA V ON OR ;AC. ENO OF IIUffIf. INIf OE SIGN COIFOIMS Y(IN AI:IICA9l[ PROVISIONS Of NOS (NAIIONAL DESIGN CFCAION IUIIISM[0 NY INE AMIR ICAI fOq[SI AMD ►A111 AS SOCIAIION) AND 111. AI/IN[ *' 1- •.1 ���� �� 1. _- 1 __- [OINK IONS A1( NAGE OF FOGA ASI11 A663 GROF GAIV, fllll. (DCOP"..I Af N01[D, A►/lY CONNICIDAS 10 1ACN FACT OF INUSf, AND UNIIff OI NE9YIS( IOCAI(D ON III IS 0[SiON, ►Of .110■ CONNICIOAf /(R OIAYIIGS I". ISO AND IFO A•F. AN (1GIR111'f 1( A1 01 INIf GRAYING A/PLIES ONLY 10 IN[ DESIGN Of - IN( IRUSS OI/ICII. U11( A10 SIIAII 1101 B[ 111 I(D UPON IA AV OTHER WAY. OUTLOOKER CRITERIA 3.5' MAX. 1'fP, IOICM a 2'1' D.E. 1.5' MAX, ' 12' Hill 24' MAX 2X4 F.L. LLNOER GRADES MAX. LENGTH MITIICUT BRACING 00 A Y/ SIRB►IGBACK BRACE t S I STAIIDARO 5 -II -0 11-10-0 Rc DI. PSF A DC LL 0.0 PSF * TOT.LI1 50,0 PSF DUR.FAC . 1.15 SPACING 11 7-9-0 15-6-0 11 L BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 REF 8992 DATE 03/19/90 IORW Cf) 112 SEMI - 25450 FROM PITC TC LL 30.0 PSF TC DL 15.0 PSF i' r� Rc DI. PSF A DC LL 0.0 PSF * TOT.LI1 50,0 PSF DUR.FAC . 1.15 SPACING REF 8992 DATE 03/19/90 IORW Cf) 112 SEMI - 25450 FROM PITC Job: UETAIL-92i ALIERIIAIE BRACING NOTE: SEE DRAWING OnININAL FOR LUMBER. PLATES. AND OTHER DATA NOT SHOWN HERE. TRUSSES REOUIOE EXTREME CARE IN HANDLING, ERECTION ANO •BRACING. REFER TO IPI 1-110-91. SEE THIS DESIGN FOR (ADDITIONAL SPECIAL PERMANENT BRACING OEOUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY IBRACED WI111 PROPERLY ATTACHED PLYHOOD SHEATHING, BOTT014 CIIORU 141711 PROPERLY ATTACIIED CEILING. LD H Z; H H4 J Q 01 CD103 (A) 1X4 03 HEN -FIR On BETTER CONTINUOUS LATERAL BRACING TO BE EDUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACIIEO AT BOTH ENDS TO A SUITABLE SUPPORT BY EnECTION CONTRACTOR. MANY OF THE UELUW MENTIONED ORAtING TYPES MAY BE SUBSlIiurEUM 2X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACII WITH 16d NAILS 0 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 "L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WIT11 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 9 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 @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. o C3 O o o v OATRUSS _o o v O o SEE ORICINAL GEOIGN FOR PR0PE" GE►Ig1,19I0N9 I 1 i(MIMPORTANTXN"p"N<E'VIIEEPtO PwJbvcra nt * 1E alet WARNINGIIrisstSre00111E tAR!N 1"11,1-101 sa IESPO1011eSE ran AIV 10 wSQI'M ERCCr104 Ant S OI TIMOR 1140M THIS 0!91tll OR THESE S'etIF10t1101S. On STM 11"Acl•01. SE! Nis -11 11t IPL fit fins MUST? 1111,15V 11 MITI) IN 111031 111 WIfff"VCII MIM OMIT fit M. IOP 00MICNtL TIMM PEOA9111111 OPACIPC Ft h►R! CY11Ec10Ps APE NAGE Or IJo1 CsLt. s1EEL rEEIIW U1N MrIPUEIns. OILCss OfAlMitt HallA1EC 10► AUS C." I E/url At MITI!. 91" t COISSECI M 11 IAC11 PACE Or 010rV IMI SE tAlo/191t1 11111910 WITH PPCPEP M." Arm wittoS Oil erm ISE [OCA ICI of THIS 4111911111. ►11711101 t'f Smote PL911EM val"loa, Boort" C/Qi1 00111410IO11s PCR CRMROP>! IY1t 1" C 10tA-r. OEf1Ul SIAICAPOS Willi PPOPEM( All0LED 111510 tEotOV -- SCI C01/CM UJ"rllG11t! r110tI51015 or ABs S 7"1, All C0r11EEP•I MINE IttrrlI Al. LvOAIE 1►/Voll rep PROPER SC91, 01 1011 ORIrgIV A" LlEs 10 011E MAP VII OEPISIEO PEPE OIrIALi APMIcAllco. rt1111yA A cc" or NI11 In CHILI. 910 (PALL -101 11 RUND OPOII ll1 I01t Oil" sit. CES191 10 I E 111091 IMCC10lP UWIMCIOR. -r-AIL- 5L - V REF 8992--42293 DATE 06/28/93 URN CD103 -ENG Mot/ t✓ TC LL 30.0 PSF TC DL i5.0 PSF F PC OL 5 .0 PSF Ilo. _I�D13A45 6Xtst1 * 8C LL 0.0 PSF C1y1� �Rt nr.."11 TOT.LD. 50.0 PSF OUR. FAC. 1. 15 5L - V REF 8992--42293 DATE 06/28/93 URN CD103 -ENG Mot/ t✓ IRIISS BRA CINGIaIOCKING IIF IA It 11115 DWG PREPARED rRom COIIPU m INPUT (IUADS t•DINENSIONS) SU9111I110 OT IRUSS N►R. 114M nnACI11G/01.00KING DETAIL (AT SUPfUIT) ODIE: GRACING DESIGNED TO STABILIZE TRUSSES. AM) HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. _ (A) 2X4 13 IIEH-FIR OR BETTER CONTIIXIOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACII NIM (2)•16d NAILS. BRACING MATERIAL 70 BE SUPPLIED AIA ATTAC110 AT 00111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACIOR. , (N) IIEIGHT OF TRUSS AT SUPPORT. rA 1NO SECTION S -S - TRUSS (0) 2x4 II.F. 13 OR BETTER DIAGONAL, BRACE. APPLY 111 PAIRS AT 16-0-0 (T) - TRUSSES D.C. ATTACII 10 EACII OVEIILAPPI113 TRUSS USIMIG (2)-16d NAILS AS 6IIOr1N• BRACE 11AY BE LOCATED ON EITIIEA FACE OF VERTICAL. (P) GIIEA711ING APPLIED 70 TOP CHORD. (L) LOADS AS 111D1CAIED 011 TRUSS DESIGN.' (1,1) IF TRUSS IIEIGIIT AT SU.°PORT IS 10. 0-1 OR LESS, DIAGONALS RIOT REQUIRED. 8 ■ APPROX. (nB) BLOCKING TO BOTTOM C1rfr&- OVER SUPPORT. 45' II.F. 13 On BETTER 2X SIZE OF DOTTCM CIIORD. PL'T TIP. Nave TPI -95 Design Criteria: TPI-95(STD 18,2c3 "TANNIND-- CA - 1 - - R - O O C] 11131,1 Ito011l 11IRlnl CARL U FAIRICAIIOI. NANOIIND, SKIPPING, INSIAIl ING AND Q 0 tlAtuc. WIN 10 NIS -11I ISANOtloO IISIRl11R6 AID I1AC1N01, ronlSMfo IT ITS (IRUSS pull �0(ESSIO lo311ron, 133 V o4ono oN„ 3Ynt foo, M.G1son. KI 13111)• FOR SAf(IT FAACTICIS PRIOR V Fyc IINV ONNIIC 11[{1 IIA(I IOIf. VI((3S OINI TC LL REF R427 Q 10► CNOID SNAIL NAT[ PAOPIRtT AIIACK(o (0 NYIfI INOICAtIO, �� ��fP Q fINYC1YI AI /ANTIS, 1011011 CNONO SOAII NAT( A PIDtiRIT MACHO RIGID CI(t IMO, lg' TC DL DATE 1/12/94 . T ^ ,.^ -1MPORIANI-- fYll1SN A Cop' or INIf 011101 10 INC 14f IAttAtiON CONTRACTOR. AtPlot (N0111fa(D INOt10Cl{, IRC, fNAll 101 II NIf►01!111[ PON AN► Ol VIA110N FROM INIf Ditto., ANI' O ti~j DC 6L I ( L F��'F !n1 ILl lI\YIL� 1AIl Yl( 10 10110 INl ll0ff(f IR tOIFONNARC( NIIM 111: 01 J'AIRICA1110. NAI01110, fN11/1110, IRfllllAI101 ON 04ACING of 1:111(3. INIf DISIGN CONFORMS NIIM APtLICA0t( � I 6� L L T RPUSS PROVISIONS Of M (NAIIONAI O(31GM IsF S.utnu lot TV 111$MID I► IN( AMINICAN 101131 AND PAPA AISOCIAIIONI AND Ir(. AIPINt * ! fou(I1O13 ARI MAO( or toc► ASTM u 13 GAS? GAIT• OT .1-0, ORN 3,048,634 0 Snit, IICIPI A3 10110. ArPJV CoN1(CtOls 10 �� �� uc. nct or uT3s. AIo 1111(11 OIMIANIfI IOCA1I0 ON lots VISION, Position COMMICIO41 /to J OQ OIAN110f 130. 110 IRO 190 A.F. a 11GUI1R•3 Slot lTjEOF DUR.FAC• CA -ENG / CNC 01 IIU3 DRATIOG urfl(s out 10 lot VISION C���� 01 101 cuff of 11(1(0 will AND 11411 401 I1 ulUo nrol a IRT Gun TAr. SPACING SEE ABOVE Detail for fabrIcatloN of bottom chord 11.1 for to be used to produce a flat bottom chord of varlable lenyLh. Refer to appropriate deslyn for lumber, plates, and other data noL shown here. (A) 1X4 conLlnuous.lateral brnclny LJ G' -U" U.C. (max.). Attach with 2 -lid halls. Furnish copy of Oils drawlny to erection conLrnctor No he will know of Lila requlremenL. REV. / SM / 1/3/92 (DRAWING NUMUER) (2) REV. 1/21/93 UR (VERFICAL) (3) REV. 7/7/93 UM (MAX. 17ILLER UPON PANEL) 1 (1111.• PLATE TYPE ALP111E FURNISII A COPY OF TI fig DESIGN TO ERECTION CONTRACTOR • F — TRUSS " IMP011TANT: AtP1NEENI:INIili1110P1101ItICIS. INC... SIIAl11101UERESrUNSIULEFUNANY UliVIAmNIIWMMESE SPECIF FANLInt 10 UUI ORIIIIF ANY IIIUSSI N CIPIF011IMANCEINWINI 111E OUArnrCON1110LMAt1UAl"Drl•LA1rINECUt1t1EG1011SAnE MAIIIIT ACII111EO FIIOM 70 OAUOE 11AIVANIZED SIEEL UNLESS O111Ft%WISE SIIOWII. 6EEN11a IIEOUInEMENIS OF ASIM A446 onAnE A.APPLY COIINECtoiis 1O 11011tFACES At EACIIJOINI' AtID LOCATE AS SIIOWN. BEARINGT WIDIIIS A11E 4" NOMINAL UNLESS 0111EnMSE SIIOWN DESIGN SIANOAIIUS CONFOIIM WIIIIAPPLICAMEMIOVISIONSOF'NUS-66ANU1P1.11SOnPCi•E0. EXIIIEMEJC IIEE114IIANRLING..EnEC1101JAN0 URACINO. SEE "OWF.TE" IDFtAC111G WOOD mmEN._._ DA IONS-C'0MMEIJIAIIY AND 1Pq. SEE 111151 ESIGNFONAUDI• 110NA1 SPECIAL PEIIMANENI 011ACINO REOtJIIIEMENIS.IINLESSOIIIEIIWISESIIOWII, TOP CIIonD SIIALL VE LAIEIIALLY DIIACEO WAIT PROPEFILY AT IACIIEO PLYWOOD SIIEA• uno, BOTTOM CIIonD WII11 RIOIn CEILING On nnACING AS SPECIFIED Ott DESION. 00 NOT USEIIIISOESIaNW1111FINEnE(AROANr TnEAIED LUMUEIL ((ESSIQ Q�O` tr i Oc c v 1lo. I a 61t12� it [FO• * n� cli��'.L,4�`� DESIGN CRIT. UBC REF: 573G R427 TC LL: PSF TC OL: _ PSF DL: 5.0 PSF TOT, LD: PSF ��: 7/19/88 DWCD106 �,✓� —ENG4 Fli _/,ary GLEN: - VARIES DUR, rAC: 16 PI.1'C11: VARIES SPACING 24.0" U.C. TYPE: DUTA11, '1N. InussPtAIEINSIIIUIE;NOS - NATIONAL DESIGN SPECIFICAtion Ton wool) CONSIIIUCIION• C'AL:C.LI'U.1=�'N IA HIP 1�1JT�' NIS PERMANENT BRACING ST'AR'T' OF TOP CIIORD FLAT TOP CHORD. PURIANS. START OF TOP CIIORD EXTENSIONS. (SLOPING (TYPICAI. (CONTINUOUS) EXTENSIONS. (SLOPING ro FLAT) � � � Z/ TO FLAT) I BRACED DAY A ROOF SHEATHING. / I PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALI, HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN DE EXCLUDED WHEN ALL OF THE FOLLOWING CONDI—IONS ARE MET: 1) TIlE CON'T'INUOUS TOP CHORD PURLINS ARE ATTACHED TO T'HE F'L.A'T' TOP CHORD OF THE y1 HIP. 2) THE END JACKS ARE SHEATHED WITH PROPERLY A'TT'ACHED STRUCTURAL PANELS.) SECTION A—A FIELD APPLIED OR BUILT-IN CRIPPLES �— 'CRIPPLE IN PLANE — OF 'TRUSSES CRIPPLE / SPACING COMMON' / 1c) SE'I'DACK— � (B) (B) (B) (D) (B) (D) BACK 1 1J 1. k1t-1 V J.1 N l.T 1J.L.1 1 t CRIPPLE SUPPORT LAYOUT SETUACK „ -- SE'T'BACK ( . -;WARNING-- TRUSSES KEOUIRE EXTREME CAKE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 10 HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 11'1 (TRUSS PLATE INSTITUTE. 5U3 D'UNCIVRIO DIT., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES I'RIUK 10 PERI URMING IIILSL f IINCIIUNS. UNLESS RFIIL'KWISE INDICAILD, TUI' CIIIVD SIfALL HAVE Q QF[SS�QIr. CLIN'EHLY ATTACHED SIKUCIUIIAI. PANELS AND BUITUM CIIUtO SIIALL IIAVE A VROPLRLY AIIACIIED RIGID ,y CL'ILING. ■•IMPURIANT— FURNISH A COPY Of ]HIS DESIGN TO 111L INSTALLATION CUNTRACIUR. ' ALPINE ENGINELKL'D PRODUCTS, INC. SHALL NOT ME RLSPONSIBLE fUR ANY DEVIATION FROM THIS�� DIANY FAILURE TO BUILD THE TRUSSES IN CON1'UtMANCE WITH 71'11 ETR FABRICATING, h �.O f. HANDLING. SHII'PING. INSTALLING AND BRACING OF' TRUSSES. DESIGN CONFORMS WITH APPLICABLE ref I'RICAN FOREST AND AP'RS ASSOCIATION) ANDITDIF'I.LALPINENCONNLCTUtSlUN At& HAULSOfDMY 20GA1 SIM A653 OR40 GALV* STEL owc r ♦zo LXCEI'T AS NU1LD. APPLY CONNLCIONS 10 EACII FACE Of TRUSS AND. UNLESS OIID.RWISE I.00AIED N ACELPTANCLL 'Of�01'RUII LSSIIINALC L GINLLRING NLSIVONSRS PER DRAWINGS IBILITY SOI.ELYAFORNTHLI TRI SSWCENI'ONENTING INDI IES TC LL I'SF TC DL VSF _ ITC DL PSF BC LL � PSF TOT.LD. * I'SF REF CALIF'. BRAI ()(j 2�j CJ CJ DATE DRWG EIRCALHIPUG -ENG p SPACING Y 1RSIGN SfIOVN. TTI! SUITABILIIY AND (ISE (if TIIIS EOMI'ONLNT 10R ANY PARTICULAR BUILDING 'ti _ INN all q I BRACED DAY A ROOF SHEATHING. / I PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALI, HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN DE EXCLUDED WHEN ALL OF THE FOLLOWING CONDI—IONS ARE MET: 1) TIlE CON'T'INUOUS TOP CHORD PURLINS ARE ATTACHED TO T'HE F'L.A'T' TOP CHORD OF THE y1 HIP. 2) THE END JACKS ARE SHEATHED WITH PROPERLY A'TT'ACHED STRUCTURAL PANELS.) SECTION A—A FIELD APPLIED OR BUILT-IN CRIPPLES �— 'CRIPPLE IN PLANE — OF 'TRUSSES CRIPPLE / SPACING COMMON' / 1c) SE'I'DACK— � (B) (B) (B) (D) (B) (D) BACK 1 1J 1. k1t-1 V J.1 N l.T 1J.L.1 1 t CRIPPLE SUPPORT LAYOUT SETUACK „ -- SE'T'BACK COMMON TRUSSES CALIFORNIA HIP SYSTEM TRUSSES I ---y I HIP PI'T'CHED AND SHEATHED B ` CHORD AREA. o—CRIPPLE (C), SUPPORT LOCA'T'IONS. SUPPOR'T'S EX'T'ENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 PLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 — Bd COMMON TOE NAILS OR 2 — 10d COMMON NAILS 'THROUGH FACE. SEC'T'ION H—B BUILT-IN CRIPPLES OR' FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING. /• (D) CHORD EXTENSION ('TYPICAL) #1 13f/4 5//6 .#I HIP GIRDER SE� PBACK"I FOR JACKIIPYPE ENGI ENGINEERING NO'T'E: CONVEN'T'IONAL FRAMING AND CRIPPLES ARE NOT THE (B) PURLINS SPACED 24"O.C. '1'YP. RESPONSIBILITY OF THE 'TRUSS DESIGNER PLA'T'E MANUF'ACT'URER, NOR 'TRUSS F'ABRICA'TOR. PERSONS EREC'T'ING THE 'TRUSSES ARE (CONTINUOUS 2X4) CAUTIONED 'T'O SEEK ADVICE OF' A LOCAL PROFESSIONAL_ ENGINEER (C) CRIPPLES SPACED 48" O.C. TYP. REGARDING CONVENTIONAL FRAMING. (D) BUILT' -IN FILL CRIPPLES *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURA'T'ION FAC'T'OR REQUIRED. TIIIS DRAWING REPLACES DRAWING CDI10 (IIORILON I AL MLMUF.R OP I ZONAL) ( . -;WARNING-- TRUSSES KEOUIRE EXTREME CAKE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 10 HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 11'1 (TRUSS PLATE INSTITUTE. 5U3 D'UNCIVRIO DIT., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES I'RIUK 10 PERI URMING IIILSL f IINCIIUNS. UNLESS RFIIL'KWISE INDICAILD, TUI' CIIIVD SIfALL HAVE Q QF[SS�QIr. CLIN'EHLY ATTACHED SIKUCIUIIAI. PANELS AND BUITUM CIIUtO SIIALL IIAVE A VROPLRLY AIIACIIED RIGID ,y CL'ILING. ■•IMPURIANT— FURNISH A COPY Of ]HIS DESIGN TO 111L INSTALLATION CUNTRACIUR. ' ALPINE ENGINELKL'D PRODUCTS, INC. SHALL NOT ME RLSPONSIBLE fUR ANY DEVIATION FROM THIS�� DIANY FAILURE TO BUILD THE TRUSSES IN CON1'UtMANCE WITH 71'11 ETR FABRICATING, h �.O f. HANDLING. SHII'PING. INSTALLING AND BRACING OF' TRUSSES. DESIGN CONFORMS WITH APPLICABLE ref I'RICAN FOREST AND AP'RS ASSOCIATION) ANDITDIF'I.LALPINENCONNLCTUtSlUN At& HAULSOfDMY 20GA1 SIM A653 OR40 GALV* STEL owc r ♦zo LXCEI'T AS NU1LD. APPLY CONNLCIONS 10 EACII FACE Of TRUSS AND. UNLESS OIID.RWISE I.00AIED N ACELPTANCLL 'Of�01'RUII LSSIIINALC L GINLLRING NLSIVONSRS PER DRAWINGS IBILITY SOI.ELYAFORNTHLI TRI SSWCENI'ONENTING INDI IES TC LL I'SF TC DL VSF _ ITC DL PSF BC LL � PSF TOT.LD. * I'SF REF CALIF'. BRAI ()(j 2�j CJ CJ DATE DRWG EIRCALHIPUG -ENG DUR.FAC. SPACING Y 1RSIGN SfIOVN. TTI! SUITABILIIY AND (ISE (if TIIIS EOMI'ONLNT 10R ANY PARTICULAR BUILDING 'ti _ INN all q COMMON TRUSSES CALIFORNIA HIP SYSTEM TRUSSES I ---y I HIP PI'T'CHED AND SHEATHED B ` CHORD AREA. o—CRIPPLE (C), SUPPORT LOCA'T'IONS. SUPPOR'T'S EX'T'ENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 PLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 — Bd COMMON TOE NAILS OR 2 — 10d COMMON NAILS 'THROUGH FACE. SEC'T'ION H—B BUILT-IN CRIPPLES OR' FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING. /• (D) CHORD EXTENSION ('TYPICAL) #1 13f/4 5//6 .#I HIP GIRDER SE� PBACK"I FOR JACKIIPYPE ENGI ENGINEERING NO'T'E: CONVEN'T'IONAL FRAMING AND CRIPPLES ARE NOT THE (B) PURLINS SPACED 24"O.C. '1'YP. RESPONSIBILITY OF THE 'TRUSS DESIGNER PLA'T'E MANUF'ACT'URER, NOR 'TRUSS F'ABRICA'TOR. PERSONS EREC'T'ING THE 'TRUSSES ARE (CONTINUOUS 2X4) CAUTIONED 'T'O SEEK ADVICE OF' A LOCAL PROFESSIONAL_ ENGINEER (C) CRIPPLES SPACED 48" O.C. TYP. REGARDING CONVENTIONAL FRAMING. (D) BUILT' -IN FILL CRIPPLES *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURA'T'ION FAC'T'OR REQUIRED. TIIIS DRAWING REPLACES DRAWING CDI10 (IIORILON I AL MLMUF.R OP I ZONAL) ( . -;WARNING-- TRUSSES KEOUIRE EXTREME CAKE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 10 HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 11'1 (TRUSS PLATE INSTITUTE. 5U3 D'UNCIVRIO DIT., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES I'RIUK 10 PERI URMING IIILSL f IINCIIUNS. UNLESS RFIIL'KWISE INDICAILD, TUI' CIIIVD SIfALL HAVE Q QF[SS�QIr. CLIN'EHLY ATTACHED SIKUCIUIIAI. PANELS AND BUITUM CIIUtO SIIALL IIAVE A VROPLRLY AIIACIIED RIGID ,y CL'ILING. ■•IMPURIANT— FURNISH A COPY Of ]HIS DESIGN TO 111L INSTALLATION CUNTRACIUR. ' ALPINE ENGINELKL'D PRODUCTS, INC. SHALL NOT ME RLSPONSIBLE fUR ANY DEVIATION FROM THIS�� DIANY FAILURE TO BUILD THE TRUSSES IN CON1'UtMANCE WITH 71'11 ETR FABRICATING, h �.O f. HANDLING. SHII'PING. INSTALLING AND BRACING OF' TRUSSES. DESIGN CONFORMS WITH APPLICABLE ref I'RICAN FOREST AND AP'RS ASSOCIATION) ANDITDIF'I.LALPINENCONNLCTUtSlUN At& HAULSOfDMY 20GA1 SIM A653 OR40 GALV* STEL owc r ♦zo LXCEI'T AS NU1LD. APPLY CONNLCIONS 10 EACII FACE Of TRUSS AND. UNLESS OIID.RWISE I.00AIED N ACELPTANCLL 'Of�01'RUII LSSIIINALC L GINLLRING NLSIVONSRS PER DRAWINGS IBILITY SOI.ELYAFORNTHLI TRI SSWCENI'ONENTING INDI IES TC LL I'SF TC DL VSF _ ITC DL PSF BC LL � PSF TOT.LD. * I'SF REF CALIF'. BRAI ()(j 2�j CJ CJ DATE DRWG EIRCALHIPUG -ENG DUR.FAC. SPACING Y 1RSIGN SfIOVN. TTI! SUITABILIIY AND (ISE (if TIIIS EOMI'ONLNT 10R ANY PARTICULAR BUILDING 'ti _ -A ---- -- I' I 100 - Lu --T 07, T ?ASI aG 2 To FACE To t�Gc PLAN ��TKIz --r------ -� - - I LAYo1r• ---� � —�o�•T carop FLUC, c.�, S,4• orz 2,4ro A .._HIP -TO RIDGE ._ 2,,4 ore Q,c iv Q Ll l P? - - T8�or-NIP pt-!�N wt i•I r••. — 12Kb )IJP TO HtP MASTER�;�ii�l,ou STANDARD' HIP DETAIL LONGFELLOW LUMBER CO. CHICO. C'A. (916) 893-0112 2X4 1.0X3 MAXIMUI4 CLEAn SPAN__.-- CEILING.JOIST MIS ONG. PnEPAllED Fn0M COMPUTE(( INPUT (LOADS 6 DIMENSIONS( SUONIIIEO BY Tnu STANUAnO JACK DETAIL SPACING - 24' O.C. OEFLECT I ON fall l TEM A: (LIVE LOW IIA(• TCn SLOPES < 4: I LI - L/240 IIAFIC-11 SLOPES > 4: 12 < 12: 12 - L/1110 CEILING JOIST - L/240 IT IS TIIE nESPONSIOILITY OF THE BUILDING OESIGNEII AND MISS FAIIAICAT011 TO nEVIEW MIS UIIAWING PRIOn TO CIITTING LUNOEn TO VEIIIFY MAT ALL IMA. INCLUDING 0114ENSIONS ANO LOADS, CONFOIl14 TO TIIE AIICIIITECTUIIAL SPECIFICATIONS AND FAnnICAIOR'S TRUSS LAYOUT. �.�2X4 I1E14-Fin STANOAnO -IICOUInEO IF nAFTEII NOT SUPPORTED AT ENO CEILING JOIST 9 ' 1.00 f1AFTER 'SLOPE < 4: 12 RAPTEn SLOPE _> 4: 12 BUT < 12: I2 LIVE LOAD(PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 7 19 10 15 10 15 Jo 0 DURATION FACTOR 25% 25X 159 15% 25X 25X 15X 15% SIZE GfIAOE 0-0-0 7-0-0 --14AXIM114'CLENI SPAN -- 0-7-0 0-0-0 CEILING JOIST 9 ' 1.00 PLATE-WAVE_TPI95 DESIGN CRIT=UBC �MNARH NORt TRUSSES PEOU nE E%tll O O O O d O µ0 OnACING REFER TO HIB -01 01 AIE O O O O INSTIIUIE 503 0.ONOFn10 0 Ion 10 PERFORMING THESE FUNGI O O O O ROPEIILY ATTACHED STRUCTURAL PAN 2X4 11 FL 9-2-0 0-7-0 7 -II -0 7-9-0 c 0-5-0' 7-11-0 7-6-0 - - 7-1-0 8-9-0 2X4 11 d BET. FL 2X4 9-4-0 0-9-0 0-0-0 7-0-0 0-7-0 0-0-0 7-7-0 7-3-0 0-10-0 9 2X6 SS FL 13 -II -0 1 13-1-0 II -10-0 11-441 12-0-0 'II -II -O 11-4-0 10-10-U 13-11-0 PLATE-WAVE_TPI95 DESIGN CRIT=UBC �MNARH NORt TRUSSES PEOU nE E%tll O O O O d O µ0 OnACING REFER TO HIB -01 01 AIE O O O O INSTIIUIE 503 0.ONOFn10 0 Ion 10 PERFORMING THESE FUNGI O O O O ROPEIILY ATTACHED STRUCTURAL PAN o O O O CE II IND. AAIIpOnIANINN FURNISH A P NE ENGINEERED PnODUCIS INC. O O C O C=3 ALPINE ESlOtr ANY FAILURE 10 BUILD THE tANOItbG SHIPPING. INSTALLING Al c OYIS OMS OF 10S [NATIONAL DES11 �SSOCIATIONI AND TPI. ALP�I O TRUSS O 11118POESIOH01009tilON Co ONNNECIO�SI O O 0 0 0 0 0 0 ACCEPIAHCE bF pROfESS10NAl ENGINH ESICN SIN)NN. 1�¢ SUt1A011.1TY Al OTY - 1 TOTAL - i LICAOL CAAIEOEU * REF RQ92-90911 DATE 01/15/90 DRWG CD100 CA ENG ,16 2148-ORSILLO CONST12140 - c-�— OP CHORD 2x4 DF -L #1 .,,tOT CHORD 2x4 DF -L #1 C=) WEBS 2x4 DF -L Standard c:3LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I Ln o � Ln Cr 0 H V A O' CY. tz. A W c4 W Clml W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 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. W4X4 a h I W L—2-0-0-'D'j 7-0-0 I 7-0-0 NNS O 0 O N CG CV m I � 147-070 Over 2 Supports R-565 W-3,5' R-451 W-3.5" +9-0-0 PLT EYP. Nave TPI -95 R Desi n Criteria: TPI STO CA - - 1 - R -WARNING, TRUSSES HEOUIRE EITHER[ CME IB FABRICATION. HANDLING, SNIPPING. 103MLIR6 AND - N� TC LL 16.0 PSF BEACING. REFER TO "IS -91 (NANDLIND INSTALLING AND BBACINS), PUBLISHED BY TPI (TRUSS PLATE _Q.Qw W ht�• TC D L 10.0 PSF INST ITOTE. SW D'OLOFRIO DR.. SUITE too. MADISON. it 53719). FOR SAFETY PRACTICES PRIOR TO C_7p� �C PERFOHNUO THISE FUNCTIONS. UNLESS OTHERWISE IIDICAT(O, TOP CHORD SHALL NATE PROPERLY ATfACtlED STRUCTURAL PM[LS, BOTTOM CHORD Stl1U.l M►( A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT" FURNISH ACO►1 OF THIS DESTGI TO THE INSTALLATION CONTAACTOH. ALPINE EH6tNEER B C D L 7.0 PSF PRODUCTS, INC. SHALL NOT It RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY iAILOHI $ 006 g C L L 0.0 P SF (IIID THE TRUSSES JH CONFORMANCE PITH TIT; M FABRICATING. HANOI. G. SHIPPING. INSTAILIAR D ALPINE IJACINSIECIFIGATIDADPUNLISHEO BY THETHIS SIGN AAMERICANORMS FORESTTO APPLICABLE AND PAPER ASSOCIATION)SOr RUAND TPI. IN ALPINE 0[S ay 26 2000 CORRECTORS ME MADE OF FOGA ASTM A6SS Gt10 QALY. STIEI. ESCEPT AN NOTED. APPLY CONNECTORS TO # TOT . L 0 . 3 3 . 0 PSF EACH FACE pI THOSS. AID UNLESS OTHERWISE LOCATED OB TRIS DESIGN. POSITION COANECTORS PER ��pp ORMINGS 160 A•!. TRE SEAL W TtllS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y CiNi1. OUR R. FAC . 1 . 2 5 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES SMOYN. THE SUITABILITY MO USE OF THIS "C'� j SPACING 24.0', AI „�•y�M„g+ CIOPOV„TIFOS ANY SECARTIC= AR BUILDIRG IS THE RESPONSIBILITY OF THE BUILAxSIDING DESIGNER. PER , Scale —.375°/Ft. REF R427--14287 DATE 05/26/00 OR W CAUSR427 00147004 CA -ENG AEB/GWH SEAN - 39300 FROM SS RS1914R-ORSILLO CONST12148 - 81 I OP CHORD DF -L #1 "'OT CHORD 2x6 DF -L #2 N WEBS 2x4 DF -L Standard ate: LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. InEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 o"'i.ECOMMENDEO COHNECTION_FOR 14-00 TRUSSES FRAMING TO THE BOTTOM o :MORD 0 24' O.C.: 'SIMPPSSO_N LUS26. SEE SIMPSON CATALOG C-2000. z 1. H v A O w w A W LY.. W W z c� z w zl I 1� o O O N co N W1.5X4 M L --2-0-0--j --8--0-0-Over T—supports--- � R-1207 W-3.5' R-972 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00' OC, BC @ 12.00' OC. GIRDER SUPPORTS: 14- 0- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. 0-5-8 +9-0-0 PLT TYP. Wave TPI -95 R Design Criteria: TPI TO fffKFUMING .WARNIN6'• IIUSSIS 0.IOU E1T0.FMF CANE IN FM0.1tATION, NANDLIB6. SRIPPIM6. 1/STALLING AED W1111118. R[iER TO tlIB•fl (MARBLING INSTALLING AND /RACING). PUBL13SED O1 TPI (TRUSS PLAT[ INSTITUTD'OROFRIO OR., SOITE 200. MADISON. Ml 537191. FDR SAIETT ►RACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNOID StlAll NAIL PIDIERIY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A ►ROP[RLI ATTACKED RIGID C(ILING. •IMPORTANT•• FPANISM A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SOALL PDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE T O BUILD THE T0.05SIS IN CONFORMAYCE YITb 7►I: OR FABRICATING, BAIOLIRG, SNIPPING, INSTALLING A ALPINE BRACING OF TRNTfEt. THIS DESIGN CONFORMS WITH D APPAPER ASSOCILICABLE PROIISIONS NDS (NATIONAL DE SI N May 26 2000 SPECIFICATION POBLISHED BY THE AMERICAN FOREST All PATION) AID TF1. ALPINE #, CONNECTORS ME MADE OF YOGA ASTM AGS3 G240 GAL,. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE 0► TRUSS. MD UNLESS OTBI291SE LOCATED OM THIS DEVIGI, ►0&!1700 CONNECTORS P[R DNANIWGS 160 A•1. THE SEAL ON THIS OI►NIRG INDICATES ACCEPTANCE OF P0.0F[SSIONA► ENGINEERING OP A1➢In0 $n100tsed Products. lor. CDMPONEITI FOS ALITT NYLPARTICCKARELY FDA EDU ILDIITRUSS C 1iOTHE TRESPONSIBILITY OF THE BUILDINGS DESIGNER- TV AID I[PER THIS '/� $NC»mzziwIO. CA 9=9 ANSIETPI 1•I9 f5 SECTION 2. - CA/-/1/-/-/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' Scale -.3750/Ft. REF R427--14288 DATE 05/26/00 DRW CAUSR427 00147005 CA -ENG AEB/GWH SEON - 32029 FROM SS (QRSI2148-ORSILLO CONST/2148 - Cl) c -170P CHORD 2x4 DF -L #1 :172 2x4 DF -L #15Bet.: "JOT CHORD 2x4 DF -L #1 :B2 2x8 DF -L $1: N WEBS 20 DF -L Standard o.; ADDITIONAL LOADS BC - 1000 LB Cone. Load at 14.00 l Ln ****ADDITIONAL LOADS ON #1 HIP ONLY**** 0 cm-fi HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. ,-_;CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES ® 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. BRCALHIPO699. SUPPORT 91P RAFTER WITH CRIPPLES AT 02-09-15 OC. (H)RECOMMENDED CONNECT -ION -FOR -TRUSS FRAMING FROM THE BOTTOM CHOR 7:'SIMPSON LU�SEE SIMPSON CATALOG C-2000. W4X6 9 W5X4 a W1. 5X4 a T2 a 6 rA) c�. A w na 82 w W3x1O x W3X10(83) a W414- HS514 a c.5 x w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. -2—Cg l ete Trusses—Required _ PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. NAILING SCHEDULE: (0.131x3.0_q_na1ls) TOP CHORD: 1 ROW @ 12' 0 -C- BOT CHORD: 1 ROW @ 12' 0.c - WEBS : 1 ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT 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. CI W3X8 W4X41a W3X8 f4p W1. 5X4 9 -16 0-5-1 +-0-0 HS514 W2.5X4 a W3X10 NOT W5X6 (83) An >� W1.5X4 8 w v H)1000# 2-0-o 8-0-0 18-10-2 17-10-4 7-6-2 ¢ 10-0-0 6-6-0 r 34=4=4 -over ab-upp.o.r_Ls� E R-3536 W-3.5' R-3220 W-1.75' CA - 1 - - R - PLT THP. High Stren th.Wave TPI -95 R Design Criteria: TPI STD INSTALLING AND TC LL 16.0 PSF 'YARNING•• 1RYSSES NLOUIS( EXTREME CAR[ in fABN1CAT10f. HANDLING. Stl IPP1N6. BRACING. [frit TO NIB•D1 (HANDLING INSTALLING AND BRACS3Y), POFOR SAD BT TPI CESOSS PLATE SI SI719). FOR SAFE11 PRACTICES PRIOR TO 0� w TC DL 10.0 'P $F ISSMOTE. SDI D•ODOFRID OR.. SUITE 200. MADISOI. PERFORNINR THESE FOKTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL DAVE PROPERLY ATTACKED ATTACKED 61610 CEILING. P $ STRUCTURAL PANELS. BOTTOM CNOtO SMALL RAVE A PROPERLY TO TAE INSTALLATION CONTRACTOR. AL PIKE ENGINEERED BC DL 7.0 --IMPORTANT" FURNISH A COPY OF TRIS DESIGN PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS OESION: ANY FAILURE T /AB[ICATI l6. HANDLING. SHIPPING. INSTALLING A 6 BC L L 0.0. PSF BVILD THE TRUSSES IN CONFORNANCt WITH TPI; OR BRACING 0/ TRUSSES. THIS DE CI DN CONFORMS HITS A►PllCABIE PROYISIOSS Of [DS (NATIONAL DISI ALPINE PUBLUNID BT TOE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f May 26 2DD * TOT. LD. 33.0 PSF SPECIFICATION CONNECTORS ARE MADE OF 20GA ASTM "S3 9240 SALT. STEEL, tSCEPT AS NOTED. APPLY CONNECTORS TO FACE M TRUSS. AND $[LESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ��pp cil%I►. DUR.FAC. 1.25 EACH DRAWINGS 1W A-2. THE SEAL ON TOTS DSANIIG I[DICATEL ACCEPTANCE 07 PROFLSSIONAL CRGINEIRINGTHIS �V�;� r��yy�,�..!,��.,��y, RLSPONSIBIL17V SOLELY roR nIt Huss COHPONENT DESIGN SHOWN. INR SUITABILITY AND DIE Of THIS $OCEfD1�L.n 5828 CONFORMANSI ml FOB ANS(CTIOSC`lAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER %q-� "'F� .. $PACING 24.0' Scale-.1875'/Ft. REF R427--14289 DATE 05/26/00 OR W CAUSR427 00147011 CA -ENG AEB/GWH SEAN - 39520 FROM SS moeYgiAn.nR%TLLO CONST/2148 - C2 .Z -OP CHORD 2x4 DF -L #1 "'OT CHORD 2x4 DF -L #1 C" WEBS 20 DF -L Standard N Q;LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7:3.3. LUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 Ll7 rn 0 z W4X4,0 W2.5X4 a W2.5X4qO v A 6 L- O 04 rte.. A w w W3X8 VAN z W3X8(B1) HER c5 W1.5X4 N z w w 11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC - USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALH1P0699- SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W4X4 8 W2.5X4 n W2.5X4 AP -n6 W4X6 a W3X8>a W1.5X4 IQ W4X6(81) W2.5X4 0 z z -o -O 9-6-2 10-0-0 14-10-2 1� T R-1478 W-3.5• 0 cli o Desi n Criteria: TPI S1 PLT TYP. Wave TPI -95 R p -�IIARMIN6•- TRUSSES 1000IRE It EAE CME IN FABRICATION. tlANDLING. SMI►PI M6. INSTALLING AND p - OMCiNG. REfEI TO My -53 (HANDLING INSTALLING AND BRACING), PUBLISHED 0T T/I (TRNSS PLATE C=. INST"ui,. SB3 D'ONOFRIO DR.. $III[ t00, NADISOII. MI 63 19). FOR SAf[lt PRACTICES PRIOR TO CV PERFORMING THESE FUNCTIONS. OBLt IS OTHERWISE INDICATED. TOP CHORD SHAII HAVE PROPERLY ATTACHED STRUCTURAL PAfELf. BOTTOM CR01D SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. CO --IMPORTANT-- FUNRISt A CO►T OF THIS DESIGN TO THE INSTAL IATLON N'SCONDESIGN: ALPINE FAILURE N PRODUCTS, INC. SHALL NOT 01 RESPONSIBLE POR ANY DEVIATION FRO H TNIf DE SICR: AIN INSTALLING TO BUILD IH[ TRUSSES 11 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, [esrAll NANO ANO ORACIIG Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIORS OF RDS (NATIONAL DESIGN �7 ALPINE SPIN IIICATIOR f110lISHEO BY THE AHtRICAl FOREST AND PAPER ASSOC IAT 101) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM IRII GRVO NUV. STEEL. [ICEPT AS N07L0. APPLY CONNECTORS TO CONN FACE Of TNOSS, OfD NNLESS OTHERWISE LOCATED 01 THIS DCSIGU. F041T101 CONNECTORS PER DRAWINGS 160 A.I. THE SEAL OR THIS ORA1iti IND1[AT[S ACCEPTAICE OF P10FtSSIONAI USEENGOF NESPONSIBILITY Sum FOR THE TRUSS COMPORENT DESIGN SH WN. iR[ SOITAOILITE AND USE OF tOlf jUping m CA 9 � iiii�ITi OR ANY PARTICULAR BUILDING IS IN REsfONS1BILITY OF INE BNIIDINB xs1GMtR. PER Cz 0-5-1 +B-0-0 R-1348 W-1.75' CA/ -/I - - R - Scale —.1875° Ft- W_ TC LL 16.0 PSF REF R427--14290 go� TC DL 10.0 PSF DATE 05/26/00 / BC DL 7.0 ;PSF ORW CAUSR427 00147006 D BC LL 0.0 PSF CA -ENG AEB/GWH END,"O-MOO May 26 2000 * TOT.LD. 33.0 PSF SEON - 39522 CML DUR.FAC. 1.25 FROM SS SPACING 24.0' ' ORS12148-ORSILLO CONST/2148 - ,.-;OP CHORD 2x4 DF -L #1 T OT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard N , LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I Lc'; 0 Lc -A . rn 0 z W2 .5X4 W3X6 0 c„ •6 r W1.5X4 A O tZ Q.. A W cp, i W2.5X4 1� x W3X6 (Al) m cs z w w 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 ® 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. W5X6 a C 3 z 200 4 l 17-3-0 I 17-3-0 —1 ) n .9-0-0 Scale --.1875/Ft. REF REF R427--14291 DATE 05/26/00 DRW CAUSR427 00147007 CA -ENG AEB/GWH SEON - 39338 FROM SS- _- 34'-6-=0—Over-2ySup po.rts=:---- _1 1 R-1255 W-3.5' R-1134 W-3.5" N o Design Criteria: TPI STD CA/ -h/ -f -IR/-' PLT TVP. Wave TPI -95 R 'YARNING'• TRUSSES REQUIRE EXTREME CARIE It FABRICATION, HANDLING. LMIPPINB, INSTALLING AND BRACING). PODI.lSMED BY Tfl (TRUSS PLATE .. nn A QL�" W H TC LL 16.0 PSF O O O BRACING. REFER TD "10-91 (HANDLING INSTALLING AND 10 $1 ITYi[. SB] D'ONOFRIO OR.. SOITE TDO. MADISON. VI S3719). FOR SAFETY PRACTICES PRIOR TO SS OTHERWISE IRO ICATEO. TOP CHORD SHALL DAVE PROPERLY ATTACHED �D TC DL 10.0 . PSF N PERFORMING THESE FUNCTIONS. Vitt STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG SD CEILING. BC DL 7.0 P S CG N _ ••IMPORTANT•• iA1NISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE NESP0 BIBLE FOR ANY GETIATION FROM THIS DESIGN: Alli ►AILUAE TO INSTALLING A 05 BC LL 0.0 PSF 091LD TOE TRUSSES 1N CONFORMANCE NITN TPI: OR FABRICATING, HANDLING, SKIPPING. DESIGN CONFORMS WITH APPLICABLE PROVISION! OF NDL (MATY OVAL DISI BRACING OF TRUSSES. THIS ALPINE SI(ClF[CAi10/ IIIBIISHFO BT THE AMERICAN fOAEST AND PAPER ASSOCIATIOY) AND TF1. ALPIR[ COONECTOXS ARE HAD! Of TOGA ASIAN ABS] alae GALT. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO * ay 26 200 TOT. LD. 33.0 PSF EACH FACE OF TRUSS. AND UNLESS OnERY[DR LOCATED ON TANSY [RESIGN. POSITION COSNECTOHE PEN DRAWINGS 160 A•1- THESEAL ON TWIS DRAWING INDICATES ACCEPTANCE Of PtOfESS10WL ERE NOF 1911 TDI! .p C Y DUR. FAC. 1.25 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONR. TOE LBITABILITV AND USE OF Alpine �Odl>dN�� FOR ANY PARTICULAR BOILOIKC 1S IKE RESPONSIBILITY Of TIE BUILDING DESIGNER, PER SPACING 24.0* CDMPORENT .SoccimmE0. CA 91828 ANSI FTPI 1.19/S SECTION R. Scale --.1875/Ft. REF REF R427--14291 DATE 05/26/00 DRW CAUSR427 00147007 CA -ENG AEB/GWH SEON - 39338 FROM SS- (QRSI2148-ORSILLO CONST/2148 - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ;OP CHORD 2x4 DF -L1 LA -),OT CHORD 20 DF -L $1 1-1 WEBS 2x4 OF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CX3N TO BRACE TC 0 24,00' OC, BC 0 72.00' OC. Q;LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 110 PSF BC LIVE LOAD PER UBC. 0 Ln rn 0 z W5X6- W2.5X4 a W2.5. W3X6 6 r W1.5X4 a A 0 ce c+.. c�a w W2.5X4 o W3X6 E-= (Al) W3X6 z W3X8 e z w w Cq 5X4 ILL 0-10-3 +9-0-0 2-0-0 _ 17-3-0 16-2-15 �I x_33=5 15 -Over -2 Supports 1� R-1231 W-3.5" R-1091 W-4.95' N Scale Ft. o '-" C=) PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD ••HARMING" TRUSSES REQUIRE EITREME CARE IN FABRICAVION, NANDLIN6. SMIPPIRG. INSTAll1N6 AND BRACING- NEI EN TO MIB•NI (RARDLING INSTALLING AND BRACING). PDBIISNEO By TPI (TRUSS PLATOMyo CA - 1 - - R - TC LL 16 . 0 PSF .PSF .1875' REF 142 7 - - 1 4 2 9 3 05/26/00 p p INSTITUTE, SBS O'ONOFt10 DR., SUITE 200. MADISON, Y1 $3719). FINAL PRACTICES PRIOR TO SHAH RAVE PROPERY ATTACNEO �! T C O L 1 0 . 0 DATE N T PIIFOMING THESE FUNCTIONS. OLLESS DINE,INDICATED. TOP CHORD STIOCfURAI PANELS. BOTTOM CHORD SMALL NAV[ A PROPATTACKED RIG10 CE llIN6. BC DL 7.0 PSF DR CAUSR427 00147009 GO N --IMPORTANT** iONtISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINIERED PRODUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANY DETTATION IRON TILS DESIGN: ANY FAIIORE TO AID B C LL D 0 PSF CA -ENG AE B / GWH BUILD TME TR02fIL 11 COtFORNAMCE YITN T/l; OR FABRIC INR. "As L111; SNIPPY MS., INSTALLING BRACH, Oi TRUSSES. THIS.116N COtFOUIS WITH APPLICABLE PROYIS[ON5 OF NDS (RATIONAL DESI . ALPINE SPECIFICATION ►UBLISRED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE AES3 6140 GALT. STEEL, EttEfi AS NOTED. APPLY CONNECTORS TO ay 26 200 TOT. LD . 33.0 .PSF SEQN - 39335 CONNECTORS ARE NAGE Of 20GA ASTM EACH FACE OF TROSS, AND UNLESS OTREAVISE LOCATED ON TRIS DESIGN, POSIT101 CONNECTORS PER D1Ut1116S 160 A•I. THE SEAL ON TK1S OlAI1NG INOICATES ACCEPTANCE Of PROFISSIONAL (R6U[ERIN6 . RESPONIno, empolSIBILITY SOLELY FOR THE TRUSS COKPORIRT DESIGN SNO9N. SNE SUITABILITY ANO OSE OF THIS .Q c 9S�S ANSI /T P1T1F199SNSECTIWC! AR BUILDING IS TM[ RESPONSIBILITY OF THE BUILDING OESIGBER. PER dl. CI. VLA ^QC DUR.FAC. S PAC I N G 1.25 24.00 FROM .SS (QRSI2146-ORSILL0 CONST 2148 - dl SBO) C,; OP CHORD 2114 DF -L #1 --3'-OT CHORD 2X4 DF -L #1 L�cA WEBS 20 OF -L Standard :W4 2x6 DF -L #2: N LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ,BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. LL7 0 Lr7 rn 0 z W6X12 2 -- - - - 112.5X4 2 H 6 r— c� W4 A _ O a R.. A - W wW1.5X4 W W3X1`4,> z W2X4�(A13 Ell z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS).SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 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 @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. 142.5X4 MS. W2.5X4 W3X4 - W2.5X4 m W2.5X4 - W2.5X4 e z L.-2-0-Oa—8-1-12---_I Cow 10-0-0 15-8-0 W1.5X4 M W2.50 - J �25r�8-O-Over-3-Su pports R-376 W-3.5' R-878 W-3.5' R-569 W-3.5" N .. , o_ Note: All Plates Are W2.5X4 Except As Shown. Design Criteria: TPI S' PLT TYP. Wave TPI -95 R p ••YARNING•• T0.UYSI5 RIOUI0.0 EfT0.EME WE ]I FABRICATION. HANDLING. SNIPPING, INSTALL, AID p BRACIM6. R[fII TO NI B•91 (NABDI SNI INSTALLING ANO BRACING), POBLISORD BY TPI (TRUSS PLATE p IN T/i E, SBR TO 018RIO OR., fO1TE 400, MADISON. YI 53119). FOR SAFETY PRACTICES PRIOR TO N PERFORMING THESE FUNCTIONS. UNLESS OT11CRYISE INDICATED. TOP CHORD SIULL HAVE PNOPUU ATTACKED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. [D --IMPORTANT-- fORN1Stl A COPY 0► Ta1S DESIGN TO TME 11STALLATI ON CONTRACTOR. AL►IRE ENCINEEREI N PRODUCTS, INC. SHALL 1101 D[ RESPONSIBLE FOR ANY DIV TION fRON THIS DISIGII ANY FAILURE T BOILO THE TROSS(S IN CONFORMANCE VITO TPI; 00. FAN0.1 CATH Li PROVISION SHIPPING. INSTALL IMG A O.ACI NG Of TRUSSES. THIS DESIGN CONFORNS ,ITN APPLICABLE OCTA PROVISIONS OF NOS (NATIONAL OE51 ALPINE SPECIfICAT101 PUB LIfMIO 91 TIE AHEOIW FORST AID PAPER AS AND T ALfIRE ECON ACIE FACES SOf TROSS. ANO=INLESS OTHERWISEALOCATED OB TI00A A&TH A653 620 GALV. IS[DEYIGN.POSITION CONKCCT02SJED. APPLY NPEERRORY TO ORAYINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL EN6INEERNG �.y,,..,, RE SPOISIBILITY SOLELY FOR THE TRUSS COMP REST 0451011 SROYH. THE SUITAOIL ITY AND USE OF IN IS A:ISItID_ER%)18C1'OA�9•''• COMPONENT FOIL ANT PARTSCILAR BOILDIOO IS THE H(SPOS LII, LIfY OF THE BO)101NG OESI6NEB. PER �NFti@�COIOs ANSIM1 1.1995 SECTION t. ,- 4-0-4 -0-0 CA - 1 - - R --, W. t- � TC LL 16.0.:-PSF "Y TC DL 10.0 PSF 7 BC OL 7.0 rPSF 8 6 BC LL 0.0 PSF By 26 200 t TOT.LD. 33.0. PSF CDUR.FAC. 1.25 CaaU SPACING 24.0" D1 Scale -.25"/Ft. REF R427--14292 DATE 05/26/00 DR W CAUSR427 00147008 CA -ENG AE8/GWH SEON - 39378 FROM SS nRS12148-ORSILLO CONST/2148 - D2 SB ,,,,OP CHORD 20 DF -L $1 :T4 20 DF -L #1&Bet.: Nr')T CHORD 2x4 DF -L #1 � WEBS 20 OF -L Standard N =L LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. trP 0 C"' XTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT o XTENSIONS EVERY 1.75 FT TO FLAT TC. ATTACH 20 LATERAL zi.RACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -97 19.9-1(FIG.33). OR DWG. BRCALHIP0699. SUPPORT HIP RAF' 1=• v ra 0 Ix fs. ca w C14 w w z o z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. c(A):CONT_INUOUS­_LATERAC_BRAC.I-NG-EOUALL-Y-SPACED-ON-NEHBER DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W6X40 W2.5X4 s 1 44, l8 Pte. 2-0- 8-0- 18-0-0 3-6-0 4-2-0 I � 225S81-0 � '1 -58 0 Over-2'Suppocts R=1411 W-3.5" R-395 W-2' N N 0 ~I PLT TYP. Wave TPI -951R - __ _ '-VARNING** TRUSSES [.[WIRE EXTREME CARE IN fABAIUTIu�. •• --- - f1STIT0iE.RE503 D'OIOFRIO DRtl�SUITE [OO. NADISOI.DLING INSTALLING OVLAACS3719).P FORSMIO By Irl SAFE TT PRACTICESUPRIOR SS A10 PLRfORNING THESE FORCTIOAS. UNLESS OTHERWISE 11.ICATFO. TOP CHORD SMALL NATE PRACTICES AITACMED SItOCTUXAL PANELS. BOTTOM CHORD SHALL MATE A PROP [RLY ATTACHED RIGID CEILING. ,-IMPORTANT— fORPISI A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IPGINEIRIC BP DO CTS. 111C. UILD THE 711USSFSA11 C IFONMAICE VITALTPIaXORAIfABAICATTN6 fBAMDl1AGROR s SR[►Plt6.AINSTALLINGE APO SPECIFICATIONPUBLISHEDBYS. TVSTHESAMIRICAS ORISTFORMS TAR0 PAPER ASSOCIATION)APPLICABLE Sor RD$ ISO TPI. (NALPIaEL DESI6� CONNECTORS FACESOFtTRUSS. AIDI OF EOU ASIR A653 UNLESS OTMERNISEAIOCATED 00ETHIS EDESIGN- POSITION CONNECTORSICEl AS NOTED- APPLY C NPEI RS TO DRAWII65 1N0 A.I. INE SEAL ON TITS ORANIN9 INDICATES ACCIPTAICITs I Of PROFESSIONAL EIGI II[Rif& DIEST CDlVOBCMT.EsJONSIIIIFOI AtYTV LfNTICDLA0.ELY FDA EBUILDING TRUSS a15 TMEIRFSPOWSIS"O TY Of Till BUILDING DESIGNER. PER SUITABILITY AND HSI OFTHIS ANSIPPI 1.1995 SECTION E. ria: O 0 O N Cli Ca � ALPINE Apo�d95� nt So CA 0 ay 26 7-3-3 8-0-0 (;A/-/1/-/-/K/- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.25' , REF -R427--14294 DATE 05/26/00 DRW CAUSR427 00147010 CA -ENG AEB/GWH SEON - 39376 FROM SS (ORSI2148-ORSILLO CONST/2148 - D3) TOP CHORD 20 OF -L $1 BOT CHORD 2x4 DF -L #1 O WEBS 2x4 DF -L Standard `" PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. LEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. N N CC) W4X4 a O W2.5 7-3-3 V] v A O R.. fa w W1 w . z x w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ((A) 60NTINUOUS`L'ATERAL BRAC-I-NG-EOUALL-Y-SPACED-ON_MEMBERM IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC Q 24.00' OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. �}9-0-0 V3 z k 8-0-n —t o -awl L< 5-11-0 _t_ 19-9-0 t 25-8-0 Over 2 Supports R-395 W-2' R-1411 W -3.S' w Co c-7� PLT TYP. Wave TPI -95 R Desian Criteria: TPI STD 19 CA - 1 - - R Scale — 25" Ft I 0 0 O N cli ti • --YARNING— TRUSSES REQUIRE EXTREME CME IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. RIFER TO MIB•91 (HANDLING INSTALLING ARD BRACING). PUBLISHED IT TPI MOSS PLATE INST)TGTI. S93 D'OBOFREO DR.. SHITE too. MOISOR. YI SX/IN). ►OR SAFETYPRACTICES PRIOR TO PERFORMINE THESE ►UNCTIONS. SIESt 'TBEI".I INDICATED. TOP CHORD SHALL NATE PROPEAIT ATTACHED STRUCTURAL PANELS. 0071. CHOW SNAIL MPI A PROPERLT ATTACHED RIGID CEILING. i�E TC LL 16.0 PSF TC DL 10.0 PSF REF R427--16009 DATE 05/31/00 DRW CAUSR427 00152024 A��1�,�� ,,,,....��....AA o.�,1.,..� "'A'��a""""""""""��' SeaemmlgG►9J818 **IMPORTANT-- FURNISH A COPT Of THIS Of SITO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT aI RESPONSIBLE FOR MY DEVIATION FROM THIS DESIGN: ANT FAILURE TO ITHE T.RCOSO WITH TPI:ORRANKING. SPINSTALLING SAACNN of TRUSSES. THIS DESIGN PROVISIONS (NATIONAL SPECIFICATION PUBLISHED BY 711E MERICM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS at HANE OF t04 ASTM AM CR40 DALT. STEEL. EXCEPT AS 107ED. APPLY CONNECTORS TO EACH PACE Of TRUSS. AND UNLESS OTNENNISE LOCATED 01 THIS DESIGN, POSITION CONIECTOls PEl DRARINGS ISO 4Q. 711E SEAL 01 THIS GNAWING INDICATES ACCEPTANCE OF PROFESSIONAL INGINEERING TY KID SIPER INNS COH'ISIONENTIFONTARaPMT[CtllMILT FOR E1N ILD! G0It0TNE RESPONT SSIRII ITT GF THE BUILDINGSIOVA.THE DESIGNER. MS!/i/l 1•Lf9S SECTION 2. '00 5 BC DL 7.0 PSF B C LL 0.0 PSF TOT. LD. 33.0 PSF —CUR. CA -ENG AEB /CWCALPINE SEON - 39365 FAC. 1.25 FROM - SS SPACING 24.0" $121413 - ORSILLO CONST/2148 - D4 TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 o WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a ILEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. N N co Q' W4X4a 0 z W2.5X, 6-6-3 C, A 0 AY. A C-3 w Wi. w x -z w z 19-0-4 -1 La -o -owl o. I_ 7-5-0 _1_ _ __ 19-9-0_ _I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. d 93., rn C� 427 2-0;mOve.r.3—Support,_��,' R-525 W-4.95' R-878 W-3.5" R-402 W-3.5" PLT TYP. Wave TPI - C= C=- 0 N N ALPINE --� A>!bw ESaaNmeBIg_ P 9428% I= D1 q +9-0-0 R Design Criteria: TPI STD 11.2u—CA - 1 - - R - •WARNING"- TRUSSES REQUIRE EITRIHE CARE IN FABRICATION. NAEDLING. SNIPPING. IISTALLIAG ANDS BAACIIG. REFER TO HIB•I1 (NAEOLING INSTALLING AND /RACING). PUBLISNEO IT TPI (TRUSS PLATO TC LL 16.0 PSF INSTITUTE. S83 D'ONDRIO OR.. SUITE 200. MADISON, NI 53719). FOR SAFITY PRACTICES PRIOR TO PEAT OINIIS INESE FUNCTIONS. RILES$ OTHERWISE INDICATED. TOP CHORD SMALL RATE PROPERLY ATTACHED ' �• � TC OL 10.0 PSF STRUCTURAL PANELS. BOTTOM CROID SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGI TO TEE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 ' f RI► •f► BC DL 7.0 PSF PRODUCTS. INC. SMALL 107 It RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGI; ANY FAILURE TO BUILD THE TRUSSES IB CONFORMANCE WITH TPT; ON ►ABATtATINA. RANKING, SNIPPING, INSTALLING AND - BC LL 0.0 PSF BRACING OF TRUSSES. TME$ DESIGN CONFORMS HIT. APPLICABLE PROVISIONS OF 103 (SATIOM DESIGN SPECIFICATION PUBLISHED ET THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * COENECTDRS ARE MADE OF SOCA ASTM A633 GR40 GAIT. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO TOT . L D . 33.0 P S F EACH FACE OF TRUSS. AID UNLESS OTHERWISE LOCATED DA THIS DESIGN. POSITION CONNECTORS PER D UR . FAC. 1.25 ORANINGS 160 A•2. TIE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EWGINEEAING RESP0 SIBILITY SOIILT ►0R THE TRUSS COMPONENT DESIGN SHOWN. THE SVITABILITT AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 0► THE 811LDING DESIGNER. PER Awl" I 1.1995 SECTION 2. SPACING 24.0 " Scale-.25•/Ft. REF R427--16013 DATE 05/31/00 D R W CAUSR427 00152023 CA -ENG AEB/GWH SEON - 39466 FROM SS (OR SI2148-DRSILLO CONST/2148 - D5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard Cl-_'2 3LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rte.: I10 PSF BC LIVE LOAD PER UBC. N N OO C77 0 W3X4 E� v A 0 3-1-3 A I w 1! a w C30 . W1.5X4 M W3X4>� z w w• z ' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00` OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4- 4a W3X4 w W3X8 a W3X4 ® W1.5X4 M A, 14-3-0 I 11-9-0 J a 26-0-0 Over 2 Supports 'I R-858 _ R-858 CL. I 00 c-� PLT TYP. Wave TPI -95 R Design Criteria: TPI(S1 I "NAMIIMO•• 7RUS3[S REQUIRE ERT4[ME CARE t8 FABRICATION, HANDLING. SNIPPING. INSTALLING AND C BRACII'M I[F[R TO MIB -!1 (HANDLING IIITALLIND AND BRACING). PUBLISHED BY III (TRUSS PLATE C=)INS11TU1[, 803 D'DMDFRID 04.. SILT[ L00. MADISON- MI 53119). FOR SAFETY PRACTICES PRIOR TD c::) SIR THESE FtlMum I. ULLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE IRO►ERLT ATTACHED C7V STRUCTURAL PAIELS. BOTTOM CHORD SMALL HAVE A PIDPEILT ATTACHED RIGID CEILING. •IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED nl PRODUCTS, INC. SMALL NOT BE NISPOSS18LE FOR ANT DEVIATION FROM THIS DESIGN; ABY FAILURE TO BUILD THE Tl WSSES IN CONFORMARCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Zi SPECIFICATION PUBLISHED BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORNEC70RS ARI MADE OF LOGA ASTM A663 6440 GALI. STIEL, EICEPT AS NOTED. APPLY CONNECTORS TO �a EACH FAC[ OF TRUSS. AMO UNLESS OTHERWISE LOCATED 01 1X11 Dt SIGR. POSITION CONNECTORS PER DRAWINGS LBO A-1. TMt SEAL 08 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESIONSIBILITT SOLELY FOR THE MP TRUSS COOMINT DESIGN SIOWN. THE SUITABILITY AID USE OF THIS A CA 9 COMIOSEIT FOR AMY PARTICULAR, BUILDING 13 THE RESPONSIBILITY Of THE-nILDINO OISIGNER. PER AISI/TPI 1.19!5 SECTION L. 4-4-3 9-0-0 CA/-/l/-/-/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" Scale-.25'/Ft. REF R427--16012 DATE 05/31/00 DRW CAUSR427 00152025 CA -ENG AEB/CWC SEON 39468 FROM SS ORSI2148 - ORSILLO CONST/2148 - D6 SB14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. STOP CHORD 20 DF -L #1 BOT CHORD 20 DF -L #1 o WEBS 2x4 OF•L Standard `PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IBUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. N N cxC C7�l A� Wal F=. V A 0 a �• 3-1-3 TCa w a z . W1.5X4 m W3X8® z w w z DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. 44 W1.5X4 M W3X4 Em W2.5X4 a W3X8 - W1.5X4 III 4-4-3 8-0-0 c. I 8-6-0 I 13-9-8 1 3-8-8__J a a I '2"6-0- Over 2 Supports • R-eea � R-876 w rn C- PIT TYP- Wave TPI -95 R Design Criteria: TPI STD 19 O .. O ' O N N ALPINE ti p I - BRrrta—`� - - CA��e • InO. "MARRING" TRUSSES REQUIRE [STRIKE CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND Ewly%. TC LL 16.0 P S F BRACING. RIFER TO HIB•Il (HANDLING IISTAMIG AAD 6RACING). PUBLISHED BY TPI (TRUSS PLATE _'7( IISTITUTF. SBS D'O1OFN10 DR., SUITE 200. MADISON. YT 113119). FOA SAFETY PRACTICES PRIOR TO r, IERFORNIMG THESE FUICTIOIS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED TC DL 1 0.0 P S F STRUCTURAL PANELS. BOTTOM CHONG SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'W '•ENPORTAR"- FURBISH A COPY OF TNIS OESIGI TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC OL 7.0 PRODUCTS, INC. SHALL IOT BE RESPONSIBLE FOR ART DEVIATION FIGN THIS 015160: ANY FAILURE TO BUILD THE TRUSSES 1/ CONFORMANCE VITW T►T( 01 FABRICATING. HANDLING, (HIPPING. IN STA AND 5 SIP BC LL 0.0 P S F BRACIIG OF TROSS(S. THIS DESIGN CONfOIMS VITH APPLICABLE PROVISIONS OF IDS (HATIORAL DESIGN SP[ClF)CAT,ON PURL ISMED 6T THE MINICAB FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF FORA AST" A653 U40 GAL1. STEEL, EICEPT AS NOTED. APPLY CORRECTORS TO # TOT . L D . 33.0 P S F EACH FACE OF TRUSS, AID UNLESS OTHERWISE LOCATED 01 THIS OLSIGV. POSITION CONNECTORS PER ORAMINGS 160 A4. THE S[AL ON THIS DIAWUG INDICATES ACCEPTANCE Of PROFESSIONAL (NGIICUUG DUR . FAC . 1.25 RESVOISIBILITY SOLELY FOR THE TRUSS CONPOSENT DESIGN SNOMA. TRE SOITABILLTT AND USE OF PHLS COMPOREAT FOR ANT PARTICULAR BUILDING IS TH( RESPONSIBILITY OF TIE BUILDING DESIGNER, MSPACING 2 4.0 ANSI/TP1 1.1995 SECTION 2. Scale-.25"/Ft. REF R427--16014 DATE 05/31/00 D R W CAIJSR427 00152018 CA -ENG AEB/GWH SEON - 39397 FROM SS (QRS12148-ORSILLO CONST/2148 - D7 SB 8) TOP CHORD 2x4 OF -L #1 :T2 2x4 OF -L #18Bet.: BOT CHORD 2x4 OF -L J1 o WEBS 20 DF -L Standard :Wil 2x4 DF -L #1: SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rz: (LOADING PER TRUSS FABRICATOR NTC - From 180 PLF at 0.00 to 180 PLF at 26.00 c -51C - From 35 PLF at 0.00 to 35 PLF at 26.00 o kLL FRAMING TO THIS TRUSS MUST HAVE A 4/12 PITCH OR GREATER. W2.5X4 e W1 .5X4 M W6X6W5X4a W3X4® THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. MAX JT VERT DEFL: LL: 0.14' DL: 0.21' (SEE DWG DEFLCAMBO699) RECOMMENDED CAMBER 3/8' (A) CONTINUOUS LATERAGJRACING:EOUALL=Y SPACED ON -MEMBER,. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 a W5X6 ® W6X8 m z W6X6 an W5X4 (R) W W3X4 a W3X4 ® W5X6 s W6X8 Re W4X4 IU c.5 w HS2512 w x ' Ns. 1 4-0-4 -0-0 D 0 2670-0-0ver-2—Supportsr R-2779 o . R-2811 rn c+p PLT TYP. High Stren th Nave TPI -95 R Desion Criteria: TPI STDI 19 nhi I 0 CISG N z ti • ' ALPINE At.,�.� "�� ,�' Bea CA 95818 •'NAMING^ TiIYo 8 R91 ( EITREHE CARL IM fANBR0N, NAMDIBLI SIIPPINB. INSTALLING ANO NRAC7NG. REFIR f0 81 0.91(MAIIOI IMG INSTALLING AMCD aMCIMG), /NNLISNlO 0T TDI (TRUSS ►IAiC SNS 0FUNCTIO0 on.. SUIESS O 200. NAOINDV.IC TE 55)19), ►OI LL HAV (PROPER[! PRIOR TO PERFORINSTITMING fER►ORN1N6 TIES[ FUNCTIONS. UNLESS OTM[RYIS[ INDICATED, TOP CNOAD SMALL HAVE PROPERLY AttAtNlD STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT^ FURNISH A COPT Of TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [IGIPECIED PRODUCTS, INC. $HALL NOT BE RESPOISIBLE FOR All DEVIATION FROM THIS DESIGN; ANY FAILURE TO NU ILD TN[ TRUSSES IN CONFORMANCE KITH TPJI ON FABRICATING, HANDLING. SHIPPING, INSTALLING AND NUACING OF TRUSSES. THIS DESIGN CORFOAMS OITH APPLICANLE PROVISIONS OF RDS (NATIONAL DESIGN CONN'PECECTORSIAl P*AD[ OF BT TN[ AMERICAN SOREST AND EAPER ASSOCIAt I)Y) AND TPI. ALPINE All NAD. Of ROLA SS O NER5 GRNO GALE. STEEL, EICEFT AS NOTED. OAPPLYNNIC 01SN[CTONS TO EACH EAtN iAtf Of TRUSS, AND UNLESS OTNERYISE LOCATED M THIS DESIGN, POSITION CORNECTORS PER ORAVINGS 160 A - C. TIE SEAL 00 TRIS GRAYING INDICATES ACCEPTANCE OF PROFESSIOSAL ENGINEERINESPONSIBIB COMPONENT 1fOt ALITY �TLPARTICULARELY FOR CBOILDI OTRUSS �IfOTHETR.CSPONSIBIl1TY Of THE NOILDINB DESIGNERSIGN $"OWN.THE SUITABILITY AND . PER TRIS ANSI/TPI 1.1995 SECTION 2. �ESSJAL ^y��/t. 1 L * OF TC LL 16.0 PSF TC DL 10.0 PSF BC DL I.O PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--16015 DATE 05/31/00 DRW CAUSR4E7 00152026 VIEW !EON - 39535 OUR. FAC. 1.25 FROM SS SPACING 24.0° VAA VAA a a - - z W6X6 an W5X4 (R) W W3X4 a W3X4 ® W5X6 s W6X8 Re W4X4 IU c.5 w HS2512 w x ' Ns. 1 4-0-4 -0-0 D 0 2670-0-0ver-2—Supportsr R-2779 o . R-2811 rn c+p PLT TYP. High Stren th Nave TPI -95 R Desion Criteria: TPI STDI 19 nhi I 0 CISG N z ti • ' ALPINE At.,�.� "�� ,�' Bea CA 95818 •'NAMING^ TiIYo 8 R91 ( EITREHE CARL IM fANBR0N, NAMDIBLI SIIPPINB. INSTALLING ANO NRAC7NG. REFIR f0 81 0.91(MAIIOI IMG INSTALLING AMCD aMCIMG), /NNLISNlO 0T TDI (TRUSS ►IAiC SNS 0FUNCTIO0 on.. SUIESS O 200. NAOINDV.IC TE 55)19), ►OI LL HAV (PROPER[! PRIOR TO PERFORINSTITMING fER►ORN1N6 TIES[ FUNCTIONS. UNLESS OTM[RYIS[ INDICATED, TOP CNOAD SMALL HAVE PROPERLY AttAtNlD STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT^ FURNISH A COPT Of TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [IGIPECIED PRODUCTS, INC. $HALL NOT BE RESPOISIBLE FOR All DEVIATION FROM THIS DESIGN; ANY FAILURE TO NU ILD TN[ TRUSSES IN CONFORMANCE KITH TPJI ON FABRICATING, HANDLING. SHIPPING, INSTALLING AND NUACING OF TRUSSES. THIS DESIGN CORFOAMS OITH APPLICANLE PROVISIONS OF RDS (NATIONAL DESIGN CONN'PECECTORSIAl P*AD[ OF BT TN[ AMERICAN SOREST AND EAPER ASSOCIAt I)Y) AND TPI. ALPINE All NAD. Of ROLA SS O NER5 GRNO GALE. STEEL, EICEFT AS NOTED. OAPPLYNNIC 01SN[CTONS TO EACH EAtN iAtf Of TRUSS, AND UNLESS OTNERYISE LOCATED M THIS DESIGN, POSITION CORNECTORS PER ORAVINGS 160 A - C. TIE SEAL 00 TRIS GRAYING INDICATES ACCEPTANCE OF PROFESSIOSAL ENGINEERINESPONSIBIB COMPONENT 1fOt ALITY �TLPARTICULARELY FOR CBOILDI OTRUSS �IfOTHETR.CSPONSIBIl1TY Of THE NOILDINB DESIGNERSIGN $"OWN.THE SUITABILITY AND . PER TRIS ANSI/TPI 1.1995 SECTION 2. �ESSJAL ^y��/t. 1 L * OF TC LL 16.0 PSF TC DL 10.0 PSF BC DL I.O PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--16015 DATE 05/31/00 DRW CAUSR4E7 00152026 CA -ENG AEB/CWC !EON - 39535 OUR. FAC. 1.25 FROM SS SPACING 24.0° ORSI2148 - ORSILLO CONST/2148 - F1 PRI TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 o WEBS 2x4 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS N AND STUCCO (10 PSF) ON ONE FACE. CV v=i(K) 20 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD C= WITH 2X4 ALPINE PLATES 0 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W4X6(R) UI W2.5X4 W3X6 ,* 6 r A_ W3X5 2 M5!m W8X12 (R) 91 WW3X50 W4X4(R). III w z W2X4 M' CS z C-0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & 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. 10 PSF BC LIVE LOAD PER UBC. W4X6 0 \(K) W3X4 = W2.5X4 a W4X4 - 1.1 W2X4(Al) +9-0-0 w z L= 10-11-4 lc2-0-ail I_ 12-4-12 _I_ 12-4-12 24-9-8 Over 3 Supports Sol R-690 W-3.5" - R-3018 W-3.5' R-579 W-3.5" rs. t' Note: All Plates Are W1.5X4 Except As Shown. -� PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 nhi CA - 1 - - R - Scale —.25'/Ft. p cli oSTRUCTURAL CV Z •� . ALPINE AX.,S.,-Eas�� �b•InG 3HCHmmI°•CA95ffi8 --YARNING-- TRUSSES REQUIRE E17REME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. RERR TO 010.51 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATEINSTITUTE. 5 PRACTICES PRIOR TO PERFORMING THEESSEDFUNCTIONS. UNLESSTOTHERWISE INDICATED. TOP200. MADISON. VIICHORDFOSMALL/ETY HAVE PROPERLY ATTACHED PANEL3. BOTTOM CHORD SHALL MAYS A PROPERLT ATTACHED RIGID CEILING. •'114PORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOA ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BOILO TME TRUSSES 10 CONFORMANCE NITS TPI; 01 FABRICATING, HANDLING, SHIPPING, INSTALLING AID BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL 0E5161 SPECIFICATION PUBLISHED BY TBE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM AM 6140 GALT. MEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTNERMISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAPINGS 160 A - I. THE SEAL ON THIS GNAWING INDICATES ACCEPTANCE OF FIOfESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMOWI. THE SUITABILITY AND USE OF THIS ANSI/TP1TI 9GANSEC110ICULAR BUILDING 13 THE RESPONSIBILITY Of THE IUILOING DESIGNER, PER * * TC LL TC DL BC OL BC LL TOT.LD. 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF R427--16016 DATE 05/31/00 DRW CAUSR421 OD152022 CA -ENG AEB/GWH SEQN - 39433 OUR. FAC. 1.25 FROM SS SPACING 24.0' (ORSI2148 - ORSILLO CONST/2148 • F2) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 o WEBS 20 DF -L Standard o PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. N N 00 C7)- C16 SC/] H C� A A O Q.. A 0-5-1 w as [w W2X4 z C.5 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d 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. i 10 PSF BC LIVE LOAD PER UBC. W4X4 = --9-0-0 (.; 10-9-8 I 1s2-0-OiJ L 12-3-0 I 12-4-12 I 6 -7-12 Over 3Supportssu R-253 N-1.75' R-981 W-3.5" :::4R —505 W-3.5" n o , PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA/ -/I/ -/-/R/'- Scale —.25/Ft. •- WARNING" TRUSSES REOYIRE EXTREME CAR[ TO FABRICATION. HANDLING. SNIPPING, INSTALLING AND O - BRACING. REFER TO 01 91 (HANDLING INSTALLING AND BRACING). PUBLISHED DT TPI (TRUSS PLATES TC LL 16.0 PSF REF R427--16017 O INSTITUTE. 50.3 O'ONOFRTO DR.. SUITE too. NADISOI. HE 53119), FOR SAFETY PRACTICES PRIOR TD O PERFORNIRG THESE FUNCTIONS. UNLESS OTHERWISE IVOICATEO. TOP CHOAD SHALL HAVE PROPERLY A17ACRED TC DL 10.0 PSF DATE 05/31/00 N STNNCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PIO►TNLT ATTACHED 11610 CEILING. A -'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 N PRODUCTS. INC. SNAIL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: All FAILURE TO BC DL 7.0 PSF DRW CAUSR427 00152021 BUILD THE TRUSSES iN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND w A L PINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PNOVEfIOtS OF MDS (RATIONAL DESIGN * �� * 8C LL 0.0 PSF CA -ENG A E B / GWH Z CONNECTORS ARE PUBLISHED NV THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND TIE. ALPINE TOT. LD. 33. 0. PSF SEON - 39524 .� CONNECTORS Alt! MADE OF tOGA ASTM A653 GNAO QAIt. tT(El. EXCEPT AS NOTED. APPLY CONNECTORS TO ti EACH FACE OF TRUSS. AID UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PIt ��VY,,,,,,,,,,,� OIUY1P.:15 160 A.Z. TN[ SEAL OM Thlf 09Arlf6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DOR. FAC. i . 25" FROM SS �Wq ���'Prod �' CDHPOIE NTGIBI►OR AN/IPARTICULANRY FOR E007lDIMG 1S ie[TRUSS TNESfOR4101TY OF THL BUILD( NGDESIGN SHOWN. THE IDE3 �TY 0[aSlP`RF 7015 .SRCTNIDpINO, (:Ii 93828 AVIIJT►I 1.199[ SECTION t. ..SPACING 24.0' eI214R-ORSILLO CONST/2148 - F3' TOP CHORD 20 DF -L #1 "OT CHORD 2x4 OF -L #1 :82 2x6 DF -L SS: _ WEBS 20 OF -L Standard :W4 20 DF -L #l: cL:.DDITIONAL LOADING PER TRUSS FABRICATOR - _ _ 1,9C - from 391 PLF-at 11.08 to-- 391 PLF at 16.79 am - IC - 2810 LB Conc. Load at 16.72 rn tECOMMENDED CONNECTION FOR ALL TRUSSES (UNLESS=OTHERWISE o � SPECIFIED) FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-2000. (S) RECOMMENDED=CONNECTION=FOR TRUSS FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26 SEE SIMPSON CATALOG C-2000. W7XB(R) 0 V A O Pu O+ A w a w z W2X4 z w w x a. 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BEARING BLOCKS: NAIL TYPE: 0.131x3.O_g_na11S BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 10.792' 1 12" 14 BEARING BLOCK TO BE SAME SPECIES, SIZE 8 GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON`MEMBER�—^�� 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. *********DO NOT TURN TRUSS END FOR END********** R--152 W-3.5" TPI - z ti 810# L42 -0 -oat 10-11-4 12-4-12 I 12-4-12 __ j .5' esi9n Criteria: TPI •HAM11l H6-- IRACIIC. REIER TO HID -91 (1ARDLING INSTALLING AND BRACS3719 PUBLISHTO INSTITUTE• S83 D'ONOFRl0 Dl.. SUITE 100. MADISON. NI 537191• P011 SAFETY PRACTICES ATTACHED ED . Top CHORD $HALL SAY STRUCCTURAL PANELS. HUTTONSCHORD SSMALLHAVE SA /ROP[RLE 110, TDATTACHED RIGID CIILINC,Pl01 PROPERLY ATTACRIO •1MPORTAI(T— FURNISH A COPE or THIS 015160 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. %NALL NT BI RESPON3I6LE IDR ANY OEII ATIDO FROM THIS 013101; Alf PATINAE 70" BUILD THE TRUSSES I1 COSFOINANCL U1TM TPI: OR FADRICATIR6• RMOLIAO. SN IP.IRS, INSTALLING ARD BRACING Of TRUSSES. THIS OESI GI CONFORMS MITI APPLICABLE PROTISIOIS OF RDS (RATIONAL OI31U1 SPECIFICATION PUSLI S/ED 1T TMI AMERICAN FOREST ARD PAPER ASSOCIATION) AND iAl. ALPINE CONVECTORS ARE HAD[ OF FOGA ASTM A653 6140 GALL. STEEL. ESCIPT AS 1010 - EACH CORRECTORS TO EACH FACE OF 'MOSS. A10 UNLESS OTRERNISI LOCATED ON THIS DESIGN. POSIT10/ CONNECTORS PER pU1INp3 160 A' . THE SEAL ON IBIS ORA1t16 INDICATES ACCEPTANCE 0i ►IOFISSIORAL ENGINILRIN6 OF C011F01Elfl►01 ANY PASTICULAN IUILOIN LITY SLELY FOS THE TRUSSOISIng REESPONSIBBILITY Of Tat BUILDIN81Dff16NENSIPER illt AISI/TP1 I -"IS SECTION R. R-1859 W-3.5' +9-0-0 r-3 CA - 1 - - R - Scale —.25'/Ft. TC LL 16.0 PSF REF R427--17205 TC DL 10.0 PSF DATE 06/01/00 BC DL 7.0 PSF DRW CAUSR427 00153009 BC LL 0.0 PSF CA -ENG GTP/CWC TOT.LD. 33.0 PSF SEQN - 39541 OUR.FAC. 1.25 FROM SS SPACING 24.00 ORS12148 - ORSILLO CONST/2148 - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 20 DF -L #1 BOT CHORD 20 DF -L #1 o WEBS 20 DF -L Standard FILLER 20 OF -L Standard rn R; PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. N Cx7 C77 O W2.5X4 ,0 6 r- cr� H � V A a � 3 A W1.5X4 t w `w W4X4(AL) to w z w SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC ® 24.00' OC. 1 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 a W6X6 im W1.5X4 M W1.5X4 D W1.5X4 10 W1.5X4 IB W1.5X4 IP W4X4(A1) a - W2X4 - L42.0-O.;.l C=) 24-8-8 0 316 �-- —12-6- 12-6-0 25--0-O-Over-2-Supports I R-937 W-3.5' I � R-937 113.5' w Z PLT TYP. Wave TPI -95\R Design Criteria: C= O CV N z ALPINE '-a IMine En 80cW d P 9 828 • ISO. BRAC IN6. R[I[1 TO NIB•91(MAOI IN6 INSTALLING AND BRACING). ►OBLISHEO BY TPI (TRUSS PLATE INSTITUTE, 695 D'ONDFR IO DR.. SNIT[ 200. MADISON. N1 $]119). FOR SAFETY PRACTICES PRIM TO ,[.FORMING THESE fURCTIDHS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLT ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALVIN[ IOGINEEREO 110DUCTS, IGC. SHALL NOL B[ RESPONSIBLE FOR ANY DEYIATIOI FROM THIS DESIGN; ANY FAILURE TO MLO TRE THUS]" IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIRO AND BRACING OFTOSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SP ECIFICAT NOR POILISHED BV THE AM RICAN FOREST AND PAPER ASSOCIATION) AND TP]. ALPINE COINECTORI ARE MADE OF IT ASTM A653 ORAD GAL1. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EAC: FACE OF TROSS, AND UNLESS OTHERWISE LOCATED ON IBIS DESIGN. POSITION CORRECTORS PER DRAWINGS 160 A•E. TIE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TNNIS COMPONENT DESIGN SHOWN- THE SUITABILITY AND USE Of THIS COMP0IEIT ►OR ANT PARTICULAR BUILDING 13 TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1.1995 SECTION I. 6I X9-0-0 CA/--/1/-/-/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 24.00 , Scale-.25H/Ft. REF R427--16018 DATE 05/31/00 DRW CAUSR427 00152019 CA -ENG AEB/GWH SEAN - 39403 FROM SS SI2148 - ORSILLO CONST/2148 - ITOP CHORD 2x4 DF -L #1 0907 CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard 0 DILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 11 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. WLXb(A1) M nano lnaF 1,.2-0.OaJ 1,.2-0.0..J I 12-6-0 1 12-6-0 J X25,0 -0 -Over 2—Supports j R-937 W-3.5' R-937 W-3.5' +9-0-0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - R - Scale –.25"/Ft. I j ALPINE j ptodkWjgin. AIP1ne CA ss828 ' —WARNING •• T0.USS[S REQUIRE EITREME CARE IB FABRICATION. MAROLIN&. SNIPPING. INSTALLING AND BRACING. RIFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED 81 TPI (TRUSS PLATE IRSTITYTI. SBS D'0N0►RIU DN.. SUITE IDD. MADISON. WI 57119). FDR SAFE TT PRACTICES PRIOR TO P[AFORMIMB TM[IE (UNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SIAL( HAVE PROPERLY ATTACHED fTNUCTONAL PANELS. BUTTON CHORD SMALL HAVE A PROPERLY ATTACHED 0.1810 C[IIIHG. ••IFIPORTANT-- ►URNISI A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL 101 BI RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO BNI LO THE TRUSSES TN CONFORMANCE YItX TP1; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACSNG OF TI1USSfS. TRIS DESIGN CONfoaMf Y1TN APPLICABL[ PROVISIONS OF RDS (RATIONAL DESIGN SPECIFICATION PUBI (SHED BT THE AMERICAN PURIST ABU PAPER ASSOCIATION) AND T►I. ALPINE CONNECTORS ANE MADE OF EOG► ASTR A653 GR40 SALT. STEEL. EXCEPT AS NOTED. APPLY CONNICTOAS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS 015161. POSITION CORNECTURS PEN DRAWINGS IA•1. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE 0► PROFESSION& ENGINEERIIC RESPONSIBILITY SOL(LT FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENW T FOR ART PARTICULAR OUILOINQ IS TNI RESPONSIBILITY OF THE BUILDING DESIGNEE. PER AISIFTPI 1.1995 SECTION E. ESSIp, A 1 fa �' TC L L 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT . L D . 33.0 PSF REF R427-16020 DATE 05/31100 DRW CAUSR427 00152020 CA -ENG A EB / GWH S E ON - 39436 DU R .FAC . 1.25 FROM 5 S SPACING 24.0 ' c191AR-CIRSILL0 CONST/2148 - G3) TOP CHORD 2x4 DF -L #1 MOT CHORD 2x6 DF -L #1 :82 2x6 OF -L #2: WEBS 20 DF -L Standard :W5 2x4 DF -L #1: Q.;LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IADDITIONAL LOADING PER TRUSS FABRICATOR <r co ------------ o :C - From 391 PLF at 0.00 to 391 PLF at 17.02 o Ic - 2810 LB Conc. Load at 17.02 z RECOMMENDED CONNECTION FOR ALL TRUSSES (UNLESS_OTHERW)SE�� SPECIFIED) FRAMING FROM THE BOTTOM CHORD: SIMPSON`L-US26�= SEE CATALOG C-2000. (S) RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM W6X6la CHORD: SIMPSON_HUS26. SEE SIMPSON CATALOG C-2000. W5X4 (R) Ct W4X4 WS 6( "H tV `o WSX4(C8) a w A W4X4 W W04 (R) N W7X6 (R) I `w W3X10 (C8) QB HS4121m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. cc NAILING SCHEDULE: (0.131x3.0_9 -nails) TOP CHORD: 1 ROW @ 12' O.C. BOT CHORD: 1 ROW @ 5. O.C. WEBS : 1 ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 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. *********DO NOT TURN TRUSS END FOR END********** W6X6 It# W6X6 W1.SX4 0 -•T 6 W4X4(C8) m W3X10(C8) - z ,cs 2810# w (S) w I 42-0-oa) z 42-0-Oy L 12 -6 -0J - CS: L.n 1 0 C=� O N z ti ida 25-= 0`0=Ov er"2-Su pp or t's R-6239iW-3.5' R-5096 W-3.5" T TYP. Hi A AlpukqSocciouctD. CA9AC. 509 PAOZWW PI. I Wave TPI - ion Criteria: TPI ST BRACING'.— R[/EA TO MIB•9L (HARDI NG INSTALLING AID BRACINRI- vwaiaoau SISI ITUTE- 503 D'OE07RI0 OR.. SUITE 200. MADISOV. VI 537197. FRD OR IAFETT PRACTICES PIIIOR 10 STRUCTURAL PAREIS. BOTTOMSCHORDESS SMALLNHAVESE IEDICATED. TOP A PROVENLY ATTACHED 12610ACEILING,II HAVE IROPERIY ATTACHED PRODUCTS. INC. SMALLI NOTA ABE RESPONS10LE FOR�HE ANY TDEVIATIONIFROM NTHISTDES15B. AANYNEFAILUREETOD BUILD TIE TRUSSES SR CONFORMANCE WITH TPI: OR FABRICATING, flAROtIEi. SHIPPING. (NATIOINSTALNAL AND BRACING OF TRUSSES. THIS DESIGN COEFORMS WITH APPLICABLE PROY ISI ORS 0► RDS (RATIONAL D[SIGN SPECIFIUTIOt PUBLISHED O1 THE AMERICAN FOREST RED PAPER ASfOC1Ai10E) AND TPI. AL PIR[ COMBEC7021 ARE MADE OF 2OGA ASTM AGS),,,40 GALL. STEEL. EXCEPT AS t0T1D. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND URL [SS 01RERE LOCATED ON THIS 015164. POSITION CONNECTORS PER CRAVINGS 160 A -L. THE SEAL ON TRIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRESS COMPONENT DESIGN $MOVE. TBE SUITABILITY AND OSE OF THIS COMPONENT FOR All SECTION BRILDIBS IS THE RESPONSIBILITY OF TRE BOILOIRC DESI6NEN. PER l 63 -11-7 -0-0 CA/-/1/-/-/K/- TC LL 16:0 PSF TC DL 10.0 PSF BC DL 7.0 TSF BC LL0.0 PSF TOT.LO. 33.0 PSF DURJAC. 1.25 SPACING 24.0' Scale =.25•/Ft• REF R427--17206 DATE 06/01/00 DRW CAUSR427 00153008 CA -ENG GTP/CNC SEON - 39539 FROM SS 12 -1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Ping-Fii !A5 BotorT. chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 'o VSs 1-o. Permanent As continuous?. lateral bracing °q as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. 6 ZI •- BOTTOM ChORD , BOTTOM CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING SPAN PITCH SPACING(LB ]# trusses] Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 15' 10 7 Over 48' - 60' 1 4/12 1 15' 6 4 Over 60' 1 See a registeredprofessional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Ping-Fii !A5 BotorT. chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 'o VSs 1-o. Permanent As continuous?. lateral bracing °q as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. 6 ZI 9i 12 4 or greater Top chords that are laterally, braced can buckle togetherand cause col apse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topsidle of the too chord. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 3.0 1 5'1 S 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -march HF - Hem -Fir Continuous Top Chord Lateral Brace —� Required 10" or Greate- r f Attachment Required J SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir TOP:.;CHORD Continuous Top Chord All lateral braces TOP CHORD DIAGONAL BRACE. Required —� MINIMUM :fl:LATERAL BRACE SPACING (DBS SPAN, PITCH : SPACING(LB� :; #trusses . . ISPF Attachment Up to 32 412 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 5' 1 6 4 Over 60' See a registered professional engineer Frame 3 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. nal bracing. Diagonal bracing should be nailed ti 10" or Greater i Attachment Required PITCHED TRUSS 12 5 aoO� @tio Top chords that are laterally braced can buckle' togetherandcausecoilapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed ti to the underside of the top chord when purlins are attached to the topside of the top chord. lAWARNING: Do not attach cables, chains, or I hooks to the webi members. 60` 60° 'orless orless Tag AF proximately Approximately Tag Line '/2 truss length 1/2 truss length Line Truss spans less than 30'. ` Spreacer Bar T•De In Approximately 1/2 to ih truss length Less than or ec ual to 60' Toe In 1AWANING: Do not lift single trusses with spans greater than 30' oy the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Spreader Bar Toe In Toe Ir. r Approximately '/2 to Y3 truss length r Less than or equal to 60' \ Tag Line Tag Line Strongbackt Sp-ead arEa At or above mid -height eight �~= Tae Line Sirongback/ Spreade-Bar 10 Appr_ximately�� F Y3 to 3/h : russ length 11 Greaten• than 60' Greater than 60' 1 Typical hor®ntal tie member w-lh muhiple staces (HT) Frame 2 PAwes of braced nu a of trusses (EB) CAUTION: Teliporary bracing shown in this summary sheet is 3dequa.e for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in :accordance with TPI's Recommendea Design SpeciFcation for Temporary Bracing of Metal .alaf& Connected Wood Trusses, DSB-89, and in some :ases determine that a wider spacing is pcssible. 1 Typical hor®ntal tie member w-lh muhiple staces (HT) Frame 2 PAwes of braced nu a of trusses (EB) 1 2x4%2x6 PARALLE'l. ; TOP CHORD M. CHORD':TRUSS TOP CHORD f)IAGONAL BRACE MINIMUM LATERAL'BRACE SPACING (DBS SPAN DEPTH SPACING(LBs) # trusses SPFPH:F Up to 32' 30" 8' 16 10 Over 32'- 481 42" 6' 6 4 Over 48' - 60' 1 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 8 10 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicate0_9n both ends of the truss system. =45° 1 pTZ'v SO'��BS) r `e96 o/ 9`Z AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Topchords lhatare laterally braced can buckle togetherand cause collapse Hthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topaide of the top chord. 1� .P All lateral braces lapped at least two trusses. =45° End diagonals are essential for a _ stability and must be duplicated on both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required - 3L/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4%2x6 PARALLE'l. ; Continuous CHORD':TRUSS Top Chord ... Lateral Brad Required Top chords that are laterally braced can buckle togetherand cause collapse Hthere is no diago- 10° 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. Attachmer Required End diagonals are essential for stability and must be duplicate0_9n both ends of the truss system. =45° 1 pTZ'v SO'��BS) r `e96 o/ 9`Z AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Topchords lhatare laterally braced can buckle togetherand cause collapse Hthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topaide of the top chord. 1� .P All lateral braces lapped at least two trusses. =45° End diagonals are essential for a _ stability and must be duplicated on both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required - 3L/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 01 I I I I I . ...... ..... 1111111iTOP 1/4" CHORD 1/4" 1 TOP CHORD DIAGONAL BRACE1 i MINIMUM LATERAL BRACE SPACING (DBS) SPAN � ,PITCH SPACING(LBS) [# trusses] 1-1/4" . Uli!..... . .,:SP/DF::; l;SPF/HF.:.:.*2 Up to 24' . 3/12 81 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42'- 54' 3/12 1 6' 6 4 Over 54' — See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii Diagonal brace also required on end verticals. - Top chords that are laterally braced can buckle togetherand cause collapse H there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chard when purlins are attached to the topside of the top chord. W 12 3 o greater 7 All lateral braces lapped at least 2 trusties. Continuous Tc-:) Chcwd Lateral Brace Required o 10" or Greeter Attachment Required - A WARNING: Failure to follow these recommendations could result In I severe personal injury or damage to trusses or buildings. A PLUMB Truss Depth I D(in) 11 1 '11 1 Lesser of D/50 or 2" Maximum Plumb Misplacement Line L(in) L(In) U200A 112 5 1/4" 12" 1/4" 1 24" 1/2" 2 36" 3/4" 3' 48" 1 11" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 91 L(in) L(In) U200A 112 50" 1/4" 4.2' 100" 1/2- F 8.3' 150" 3/4" 12.5' Length L(in) Lesser of LJ200 or 2" BOW L(In) ........... .......... t Le Rser of L 20 or 2" U.. 200" 1" 6.7' 250" 1-1!4" 20.8' 300" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circummances should A 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 reVonsibilitvof the installer (builder, building contractorlicensed contractor. erector or erection contractor) toproperfvreceive, unload, store, handle, install and brace metal n/ate 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 DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a concition 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 invclved, be presented as a gjide forthe use of a qualified building designeror installer. Thus, the Truss Plate Iistitute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information ccniained 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 based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States of America. 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. CAUTION: All tem porary 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. :TRUSS.ST.ORAGE,. . CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss, ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation A begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. JADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1