Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
041-540-015
I L wwp�..•`�._»._ %r.a�a - F Z' r' 41 -59e -3'S AP T41-12-40 1 s/s Pentz Rd, approx. 12 mi. E. of Clark Rd., Paradise (CERTIFICATE OF !COMPLIANCE) 041-540-015 99-101AG L 40-015 #98-23 Robert S. Gage 9999.1 , ROBERT 4435 Woodrose Drive, Butte Valley J-� ) �AGRICULTCIRAI. RXFMPT nFT j WOO E LN.E 7 SF 4 BEDROOM O� r f. } 1 1 if ' l Y y } . y i t} "" k �,� �y � , J ., � � _ '' S� .,, ,, .. -0� t t X041-540-JiV— #98-2318 4 GAGE ROBERT RESIDENTIAL ,¢4,3?WOODROSE LN BUTTE OWNER NEW SF 4 BEDROOM PERMIT NO. 2 i PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL LOCATION i l D fig /6 -- 3/ OFFICE COPI��� Address GAS r �- Meter By Date ELECTRIC �---A OFFICE COPY i 7 C Meter By Date 11W -6b I Temp. Power � � " Called PG&E Temp. Elec. Service Called PG&E k - - '!?`emp. Gas Service Called PG&E 1 aOS FINALED (Date) Signature 14 V=OK O = Not OK `=Nott ReadApply MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 3. Sewer; Location-Test-FallC)"oncrete 4. Wood Awn.; Posts-Beams-Rttrs.Connectors Shthg.-Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures 5. Electricity; LocationClearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / ttft. / /Nat. or/ Pl-"ft./ /LPG 7. Electric 7. Well Clearance 8 Disconnect 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Cana B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-DemandValve-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. Elec.; Pod Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/9 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Tes6lWater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-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 Cana B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/9 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Tes6lWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Apf = Not Rea (Plans) OK except RESIDENTIAL (Single & Duplex) lY—f� / p!Ftg., in; Soils-Elec. Gmd. Ftg. Depth Card 8-1 Date GU Card B-1 • . Garage; Soils -St -EI md/ Ftg. Depth Ai i 5. 6. Ftg. Porches & Decks; oils -Steel-/ /" Ftg. Depth Stemwalls, Main; Steel-Blockouts•Wrapped Stemwalls, Garage; Steel-Blockouts4Nrapped 6a. Ho[Apowrls and Special Anchors L7eSTab, 8. Steel -Wrapped 66,, A S9 Pi ireplace Ftg.-Steel o . D.W.V.; Fall -Fitting -Test -2 Wa 10. 11. UF. Gas Pipe; Size Ancho Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date%D Card 8-1 Date GU Card B-1 • Date � Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date . Water Htr.; Vent -Access -Combustion Air Baffle . Water Pipe; Test & Anchor -Nail Protection aC: Ducts Insulation & Support Vent Fan, Exhaust above insulation D.W.V.; Test Fittings & Anchor -Nail Protection N,:::�,? 0. Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access mance-Vent Access -Comb. Air -Return Air Vent 115 outlet 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s `-� 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 5. Size Botes & No. of Conductors Stapled L.A�Ro x I stalled Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 40030. Range Circ. /ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutra o Yes 0 No `_33!Service-Riser Conductors & Ground -Main Disconect uip. Clearances Panels-Motors-Mech. Epuip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s aC: Ducts Insulation & Support Vent Fan, Exhaust above insulation N,:::�,? C. densate Drain & Overflow, Size & Grade !12! mance-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s Sits Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound "aring Walls over Girders & Floor Nailing kaft Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date Cli . Joist-Rftr. Ties-Purlin-roff Brac.-TrussShting.-Rfng. Ipgrireplace, Ties or Type A Flue -Fireplace Throat clearance A ' Access; Size & Romex Protection -Draft Stop -Ins. Baffles B .'Windows or Exiting Doors -Sill HgL & Dimensions Garage<Fire Protection Framing 52. perty Line Firewall & Openings .GDoors-One 3' -Check Garage 3rd Story, 2 Exits `Stairs; Width-Headroom-Rise-Run-Landina-Fire Protection Roof Overhang -Attic iq Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts @ 6e Interior / Exterior W41 Panels I lati -VJaI edmgs Infiltration- alls-Windows Date az 1, R ward B-1 /Date Card B-1 Dat % Ll Card B-1 Date Card B-1 DatT--FINAL (Plans) OK except #'s peps -Door & Sidelight Protection -Landings Air-Conector- I ara e; Above Floor-Ducts-Mech. Protection Bedroom Exiting 6 . & Bath Fixtures & Tub Access -Spa Eltg Trim & Subpanel, Breaker Sizes & Labels �7place or Stove, Clearance -Hearth I utlets at Wood Panel, Int. & Ext. Kit. Fixt & Appliance; Ground. -Air Gap -Cooking Clearance r tr HU:; Vents -Clearance -Comb. Air Connector-P.R.V. In G e; Above Floor-Mech. Protection Ib., . & Mech. Equip. Listed for Location ec ' tacles in Garage G.F.I. -Romex Protection t. nsul n -Foam -Looked in Attic Lge-Iluard rails & Deck Construction -Post Caps oor Drainage & Wood -Earth Clearance Looked under Floor /6 Yes 82. Following Instid./Drive Q Ye o/Walks G.WsEj No/Planters 0 YesUj,./ ¢84'A.C. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings te(Well, Disconnect, Electrical, Plumbing Exteri ec. Trim, G.F.I. Receptacle -Underground 60_-1@n%"6n—Throught House Pariass Protection 90. Correccc spm Previous Inspections as Tes1Ueters Tagged, Gas -Electric 92. er & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date 641 Card B-1 Date Card B-1 Date 6 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: WIIIIIIIIIIIII 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. I If you have any questions pertaining to this matter, or need additional explanation, 0eaerRact this office immediately. f Date Inspector. REV 1g7-92 y; :s`�- r COUNTY OF BUTTE -1z BOLDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA 9 (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 'ou have any questions pertaining to this matter, or need additional explanation, n t please co this office immediately. this J F -i Kf- 16 Lo C 724 REV 10/92 `-kms•. �G �-..r 'K - -j ,� � �<•-<-�-a.. �.^.'._.'T'�y . '.L- "'i Z`t-`ti.:- -.,Y�. r,. �.i.+.: 't..a ...:..i _ 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 . "3 CORRECTION"NOTICE 01 --e _. OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the w 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. r' W1 .,r S r j l; ,y ;I 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 e OWNER CORRECTION NOTICE ?-I/ 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 questions pertaining to this matter, or need additional explanation, please contact thisoffice immediately. ` r i F i4 irs �r A Date /& Z s—/Inspector REV 10/92 � f � �-�-...1'� � k -,1r ..: n �i - �-.�(Ls-.n'�r"Z��_� ..�1. _'.�-^T•�' w �"' ._ -i:.a` OWNER COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 9g'_ 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 questions pertaining to this matter, or need additional explanation, pl�P' ntact this office immediately. — ./7 !Vp /' j . r ,, / I f — n 1 9 REV Inspector ' / k 4i n Field Inspector, Ok to authorize elec. to panel on 12'x 16' ag. building. r /� LOERKE INSULATION CO., INC, INSULATION CERTIFICATE 4435 Woodrose Dr. Butte Valley Number and Streetcity County -Subdiv,wlon Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material BrandIslarne— Thickness (inches). 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 Fiber lass Brand Name Johns Manville Contractor/s min. installed welght/ft sq. lb. Minimum Thickness- inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns.Manville Thickness (inches) Thermal Resistance (R -Value) R13IR19 4. RAISED FLOOR Material - Fiberglass Batts Brand Name . Johns Manville Thickness (inches) Thermal Resistance (R -Value) 5. SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with thd curve Enprg Efficiency Stpridards for resioential buildings 24,Part 6, California Code Regulations) as indic ed on the Uertificate of (Title of compliance, where applicable. at C. 1-4499150LOERKE INSULATION CO., INC. Item #s SiWna ur!,4-)ate lnstalli Subcontractor (Co. Name) Or FEB 2 9 2000 General neontractor (Co. Name) Or Owner - , Item #s Signature, Date nstaUinfg Subcontractor(Co. Name) .10. r General Contractor (Co. Name) Or Owner it6m #S Signa . lure, bate I. ....... Insta . I'l-!-n"g---g,u,b,co*n"*tractor, (Co-.* Name)- Or, General Contractor (Co. Name) Or Owner BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 98-2318 Expiration Date: 7-23-00 A.P.# 041-540-015 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. Y_Wrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�aST No. / (Rev. 12/96) APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 041-540-015 Z7 BUILDING PERMIT OWNER GAGE, ROBERT 21"552 SO. FT. OCC. BUILDING VALUATION 67 P 144,018-00 OWNERS "�"""° "ff2 RAGA DR. CHICO Q62 TT im nn CONTRACTOR'S NA VWL ER TELEPHONE 1258 C 16 354.00 1530 1,071.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ A ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2 0.0 0 Permit Fee $ 916, OC ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 505 BUILDINGADDRESS 5 WOODROSE Energy Plan Checking Fee $ 2 G $ OROV LE/BUTT VALLEY PERMIT FEE $ 1554.40 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [I Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 15 7.00 105.0 Solar or heat pump water heater 23.00 Water piping 15.00 15.0 Each as water heater or vent 15.00 15.0 TYPE OF WORK New Q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW S/F 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 or Mobile Home I S I G I W 920.00 PERMIT FEE $ 185 , ^0 ELECTRICAL PERMIT Fling Fee 20.00 LES Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License -Class _ Lic. No. OWNER -BUILDER DECLARATION -i"hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO LoOOA 46.00 1.'. .'0' NEW CONST. DV;"NG OCCUP. s0 3. 3 OR ADDNS. ( DV; ACC. BLDS. 3.50FT_ G No Ip MULTI.OUTLET @7.50 APpARA US a SINGLE OUTLET CIR. EX. Occup. oUTLET OR FIXTURES SAL @ .50 FIXEDLNS Ex. Occup. PUT Tg R Ip°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 159.35 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 nT1AT DA.0 60.00 Cooling Hood 6.50 6.50 Ventilation 4 4.50 18.00 PERMIT FE15 $ 86,5 Policy Number (The above sections need not be completed R the permit is for work of a valuation of one hundred dollars ($100) or less.) Ji I certify that in the performance of the work for which this permit is issued, I shall �\ not employ an person in any manner so as to become subject to workers' ws of California, and agree that if I should become subject to the wor s' cnsa 'on provisions of section 3700 of the Labor Code, I shall compenPmp f wi h t provisions. / X �! ate �� _ Si6n's,46n; of Applicant -&bwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolitio or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ T?3 CONST. TYPE VT TOTAL FEE $ 031 5 H p. FEES I , D C p HD ISSUE This permit is hereby issued under the ap ale provisions of the Butte County Code and/or Resolutions to do work Indic a bo for hich fees have been paid. By Dat Z7 PERMIT EXPIRES ON 7 2- Date Receipt No. 0829 '0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT WHITE-D.D.S.-B.D. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: 6�, 6 ff ASSESSOR PARC Proposed Building Use: Building Inspector: Date: At time of permit applicatio , I ivas advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- \02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 08. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ tr• 0 Fees of $ Ai- O °---------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ----------- N ------------------------------ -------------------- _ 2 &lifornia Department of Forestry plan approval/fees. sem+ t bft$ g � 013 Flood elevation certificate. --------------------------------------------- IV,14. Sanitation and plot plan approva::: Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ----------------- =--------------------- 0.1'7 Planning approval for (A) Use: (B) Parking: ------------------- 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 ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ Letter of signature authorization. -------------------------------------------------------------------------------- 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. 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) When you is a ermit, process follows ❑ Mail to owner, ❑ t , tractor. �Telephon 7 / �S � and hold for pickup at offrDeli with inspector. `� Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 5 ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by _ Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: � . Date: /O Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date O Yellow Copy - Department of Development Services, Building Division. 6- )'A 1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' '7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 6 6 ff ASSESSOR PARC ER: D �—C 0 r 0 r Proposed Building Use: Building Inspector: Date: "7 At time of permit applicatio , I as advised the following data must be submitted prior to permit processing and/or issuance';.} Date Received By4, ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- t!' i❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------------------- ❑ 3 .,Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------- E14. Engineered Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. --------------------------------- , 09. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ til 0. Fees of $ le) J? S - a ------------------------------------------------------------------------------------- T 1't' Impact fees as shown on the attached schedule.------------------------------------------------------------- California Department of Forestry plan approval/fees. 5�`� 16 �8 g -------------------------- ------------------ 013 !Flood elevation certificate. ----- lnSanitation and plot plan approv ❑ 15. City of Chico plumbing permit. Health Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ----------------- -i --------------------------- ❑ 7 Planning approval for (A) Use: (B) Parking: ----------------- I Contact Land Development about eImprovements, ❑ Drainage, IVLegal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. ---------------------------❑20. Pre -inspection for required Request to Building Inspector on (Date,) r ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 1122. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0). -------------------------------------- 02 . Letter of signature authorization. -------------------------------------------------------------------------------- 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 1126. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------- ------------------------------ C-129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you isa ermitce❑ , pross as follows Mail to owner, Elt Vactor.\tTelephon —f �S �and hold for pickup at Deli with inspector. Applicant: Date.. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by b phone, ❑ mail, ❑ Building Ibivision counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above gn, , required data by ❑phone, ❑mail, ❑Building Division countei;,by Date:� Plans reviewed by: Date: Plans approved by: Date: /�' 0 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date -707 —" Yellow Copy - Department of Development Services, Building Division.6MY/ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. / AT Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other—q rL- (AIX YY—,Qt LL.100� , Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 4-6 PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES toxo Iy (paid at District 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 : _ $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES ' /$510.00 (paid at Building Division) {{��GQ V 7. SRA FIRE INSPECTION AND PLAN CHECK 1t $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 A.P. # 041— r G DATE RECEIPT # DATE REC At time of permit application, I_wAsadvised the above fees are required to be paid prior to issuance of the building permit. These fees may be change urin , e plan the g process. APPLICANT DATE 14 75 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) Vl. ; e* r. s y COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE 4 OWNER PROPOSED BUILDING USE �1. BUILDING -PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional .Fees Due ........... $ �1 -. • -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) J. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ L- 7 ' Units / Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. It 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . ✓ x -=$ I/ #Units Amt. A.P. # 041— r S DATE RECEIPT # DATE REC Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES ,'510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, IIadvised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed,durtng a plan ch W,g process. APPLICANT t 1 DATE }Ilec) I . 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) n VVI Nit o OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your'signatme. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan, to provide the major labor and materials for construction of the proposed property improvement: YES NO 13'" ..-. .t,•', by 2. I HAVEg_ HAVE NOT O signed an application for a building permit for tate proposed w6&.. 3. I have contracted with the following person (firm) to provide the proposed construction:• "'`' NA,M�_ ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO.- 4.- O. 4. I plan to provide portions of this work,'but I have hired the following person to "coordinate; supervise, and provide the major work: NAME: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: lel� A, S NOTE: This Owner Builder Verification is required by Section 19831 and 19832 of the, California Health and Safety Code. This verification must be "completed and returned to our office before we are permitted to issue the permit. OVER ©" COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION e –f 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 qg_ No. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMe l C'— ZOw►aG BUILDING PERMIT OWNER HONE SO. FT. 0 BUILDING VALUATION . OWNERS MAUNG ADD 8 �r 3 coNrRAcTdFft NAME TELEPHONE CONTRACTORS MAILING ADDRESS r ,J CONSTRUCTION LENDER LENDER'S MAILING ADDRESS I Fireplace Total Valuation S ARCHITECT OR ENGINEER =EMEND. - Filing Fee aV 20.00 ARCHRECT OR ENGINEERS MAILING ADDRESS i 41 Permit Fee S Plan Checking Fee S euwwo ADDREss Energy Plan Checking Fee S ' A `-D°��^�� _ S PERMIT FEE s LOT NO. 5 SUBDIVISIONS 1 PARC P PLUMBING PERMIT Fling Fee 2CFdo USEOFSTRUCTURE SF ❑ uplex ❑ Mobilehome ❑ Other sPECFY Each Tr J 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 %S Each gas water heater or vent 15.00 TYPE OF WORK I "Add ❑ Remodel ❑ Utilities ❑ Installation 13Buildin Describe Work: Gas piping system 1 - 5 outlets 15.00 sewer 15.00 Mobile Home I S I G I W (920.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service = OR Fss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License Class Uc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height Main Service sow TO f000A 46.00 NEW CONST. DVYEl1N0 OCCUP. SO OR ADONS. a Acc, SUDS. 3.50�: MULTI -OUT REOSID. ' NON.07.50. WNCPCUT POWER APPARATUS & SINGLE ourLET cm Ex. Occup. OUTLET OR FIXTMEs SAL ®'.00 Ex. Occup. . t ESIo,°61 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s MECHANICAL PERAMT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspectin Fee $ -r i� PE CONST T03AL F S 1 RAZ 1-11 D �� I D cL�t PoHD ssLrE This permit is hereby Issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date (Data)! Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR f PINK -INSPECTOR GOLDENROD -APPLICANT Ii S¢ 5„ arc �XIFs >D� e a� ,5ra�— "..i � LAND DEVELOPMENT OROVILLE,' / CHICO BUILDING / ENVIRONMENTAC EACT—W-. PERMIT CLEARANCE Building Penni! No. OWNERS NAME ��-t ����`T NUMBER'S PRINT LAST ME FIRST ADDRESS/ LOCATION: COUNTY ZONING ((�� DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION:_ y //� /%Z DEED 7 COC //16/7-7 2/33 o/2 2/2 / LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: /70-0,33 WlYtc l L-v�9s S-21-/ r' I //8 72- 1-7Z.2 09 322 MAP INFORMATION: .DATE OF RECORDING: LOTBOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _NO. IF. YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all etasting wells. —5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. /Y7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of .$ as stated in the Oroville Area Traffic Mitigation Fee Agreement: Payment to be made to the Planning Divislon. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article If of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 • 22. 23. 24. 25. 26. AI01NWM013A30 0Ntl1 3WS 30 UNf100 6661 Z Z Nnr, 03AI303H LD 6/98 FORMS\BLDG PERMIT CLEARANCE • AND WHEN RECORDED MAI. TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVI.LE, CA 95965 I. 999-003 1 439 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:00PM 23 -Jul -1999 REC FEE 7.00 COPIES 1.00 Vickie Page 1 of 1 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: APN # 041-540-015-000, Lot # 15, Rolling Hills Subdivision, Book # 54, pages 75 & 76 Butte County Records Date 712 3 PROPE��! WNE oy ✓ o B � r� / S. r,?A GE State of Calif is ) County of 1(15XA4f1 ) On 3 / before uh personally appeared c7 - 1 �a per MMUY_ kanvwn-tame (or prov to me on the basis of satisfactory evidence) to be the persons) whose e(s)dWare subscribed to the within instrument and acknowledged to me that I ie/they executed the same in (Wbw/their authorized capacky(ies), and that by hislho their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the Instrument WrMSS my hand d o i BLAIR L. HERMAN Signatureco COMM. 11207756 Seal:a COWITY OF BUTTE cy+ Comm. Expires Feb. 7. 2003 A.P. # Ogl - S`� -O/S-DOQ �`"•�'s�:rRvt.�'�`b:sr+ j��i�""t"�.i•*iiia.;"�.it�+tr�''+ti.+�`r�'��+iF�' a�WrN,nuc;;Ii�r�rf�r+.�i4,i-d?�Cr31N+a'�"hi'ta^til,�r"i�-�'.t'z~++n++.n-�.r.;•,:rrn-r+ I IV)U BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District j� �j6141 Building Department No. A.P. Number/ "�Jurisdiction: City County Property Owner Property Location/Address ,r' • A Subdivision Lot No. ................................... ..............�............................................ Residential Development Sq. Footage No of Living Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion ' Permit # *(No foundation inspection)' ................................................................................................................... Commercial/Industrial New Addition I , —of t Building Department Repr, Q strict Identification No. (Strrbett Address) t (Floor Plans reviieweed by School District Personn ool District certifies that % has complied with the requirements of Resolution No. /i a r /7 representing School District Representative square feet. Sq. Footage (Including Exterior Roofed Areas) Date (Applicant)) (Phone Number) 1 (Zip Code) by payment of $ 5 y' t AB 2926 FULL MI ATION $ Date Remarks: ,. C/ %13S7 � ( it .lL.B•-� �'�j Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the appliceile Local Planning Agency that this project is being reviewed undertheCalifornia Environmental Quality Act (CEQA),- this project may be su'oject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building departmerit), Pink (school district)feeform.xls ItoiseldrTM. i I BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 • AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 0q1 s- 01 S- -- ZONING 51� ` 6;— OWNER OWNER f OBF-o r �4� F w PHONE NO. S3o-99s=lsf � _ OWNER'S ADDRESS & A4cWA-&A i?t ive, feo 14A '5�63 LOCATION OF BUILDING yi/3, W0014/?C'se– -b'Ri vc—' 9,'M ax fI ,ek 7,5963 USE OF BUI G Jr,[rr40i _Q 8 j2 � �7vEy1�Q v� SIZE OF STRUCTURE x �� ' _ � 9 z so. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ Sr 56Y6 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:- r FRONT r�tyy'y SIDES 2Q t 1 � ` REAR a® l"kt44— AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will c tact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the r quiremen n eff at that time and before i occupancy. / Date li-L-5 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. F PARC P.D. ROOFI Issue Receipt No. 273 Manager Building Divi ion BY bZi�— White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date At BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 47q- hV 467 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a lace used by the public. ASSESSOR PARCEL NO. 0q1 ,SSW ,-01�5— ZONING /� J OWNERPHONE Ai* e1 -r S. 6,466: NO. OWNER'S ADDRESS 6 Afe"TA&A 'b*/V . Cir A 2 LOCATION OF BUILDING yds- toeobr7C615 t3i m 00AI. 6A 95'94T USE OF BUILDING NORSE j3.41ZA J SIZE OF STRUCTURE ` X � ' _ '%00 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME --K-- STEEL CONCRETE OTHER (Specify) TYPE OF SIDING R)00'6. ROOF COVERING 6`d M FLOOR TYPE 0G4011G 1C- 6w �`iN Si"vl' ESTIMATED COST OF CONSTRUCTION $ � tic to AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:r 6 r 1 FRONT -56 � SIDES lac) ^� REAR �-o AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with,f a quire is i effect at that time and before occupancy. Q<Date 8 3 cl �ignature of Owner Permitee - $60.00 The above described AG Building is exemp from a buil ing per it. FL D PARC P. ROOFIjJG ISS Receipt No. z a.-3 (11 -2 Manager Building Division By Date � J White —DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant RESIDENTIAL PLAN CHECKING. GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY r- OWNER: BUIIAINGPERNIITNUII�ER PLAN CHECKER: d- L� Z/ /yA. P.�NUMBER RAL - Zoning requirements: (side yards and number of permitted Wigg units). ` • o `' r Valuation Plans signed by designer. Proper description of work on application Existing violations on property. ' ' `;•` . , " Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). ' Recorded notice of violation " PLOT PLAN: r 4� Complete parcel size and dimensions. 2. Setbacks, side yards, easements, etc. - w' . ftt�:� t• y Other buildings or structures. Grading, fills and/or drainage. , Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water beaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and pians. Foundation plan complete enough to construct building. 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. Rafter ties or bearing ridge beam. Fireplace construction details and talc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. M.- Retaining walls requiring design. df' Special Inspection requirements. 4ir Header size. Sheetrock nailing inspection required? July 1996 3.2 MISCELLANEOUS ITEMS TO L�JK OL17' FOR Stairway details: landings, rise and run, Lead clearance, handrails (Section 1006). Guardrail details (Section S09). Brick or stone veneer (Segion 1403)., Exterior plaster -weep scuds (Section 2506). Proper roof pitch for roof covering (Section ISO 1). Roof covering type - (fire hazard). Foam insulation = protection.s 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and per. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1 SOS). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. •' 17. C.D.F. responsible area requirements. July 1996 C/0 3.3 0 :���,. til•..?�G'.i _��:.:: ,.1 ��. , Ade: October 19, 1998 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Permit Applicant: Robert Gage Permit Number: 98-2318 . 6 Moraga Drive Assessor Parcel #: 041-540-015 Chico, CA 95926 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above: Sincerely, Michael Mooney cc: NorthStar Engineering Attn: ;Jeffrey M. Richelieu 20 Declaration Drive Chico, CA 95973 _1( to . Coun t LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Permit Applicant: Robert Gage Permit Number: 98-2318 . 6 Moraga Drive Assessor Parcel #: 041-540-015 Chico, CA 95926 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above: Sincerely, Michael Mooney cc: NorthStar Engineering Attn: ;Jeffrey M. Richelieu 20 Declaration Drive Chico, CA 95973 • Date. October 19, 1998 Permit Applicant. Robert Gage 6 Moraga Drive Chico, CA 95926 4 Permit Number. 98-2318 Assessor Parcel #: 041-540-015 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Please reference cross sections: 1. Caliculations, page 4, MSTA strap shown at bottom of page -indicate on plans. 2. Calculations page 5, "Line C" - I believe your drag strut calculations are in error. Yola are dragging a 5k load into your shear wall. MSTA note on plans is unclear as to where it is to be applied. You indicate on calculations L=13', and length of wall between hold downs scales 16'. Please clarify. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday. Michael Mooney NONNI O Emu _'�� _ ■ • e MI M M TZ �hi� Milor7mr, ...Eircm. Date: To: From: Subject: Number of pages (including this cover sheet): ,3 Telephone Number of Receiving Telecopier: If you do not receive all of the pages, please call (530).538-7541 as soon as possible. Special Instructions: Review and respond accordingly. ❑ For your information only. Sincerely, AA \ • V 4- -0-'- CONFIDENTIALITY NOTE: The info tion contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual or entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify us immediately by telephone, and return toe original to us. Thank you. K INfI as sae■.r� � ■�.o�.�w Jnr a MEMOw�ac s i o&mm wimr'..a ■ e■■� �.�re arm vrr�a■� 0600009mm Is JA s MLN ■ St.'s■ �'°I 5 =Will NMI N M I -+ami eta � � 1 �pop Elmo�iii • � r� r r■M ■�� � � r�r■ rrr• � ��■r•.■ � r, r w■rrw i wr■■�s ■ �� rB■era�s s �� MENr VaXL CIA -Ls �C , 5 000L- `C. �--- `lou &moi' 5 se:�ZCAJO Riau AWO UrE 17. n V&--StG4) S65W WOLL , WAU , W cE2.Er- O o o:� IT 66v-) Coo AVVO ttaw ►(Joy �tbc t LE-- t I Twa& ? Robert Stanley Gage 6 Moraga Drive Chico, California 95926 530-895-1552 530-891-5712 Fax 530-516-2419 Pager rgage@dcsi.net 3/6/2000 Department of Development. Services Building Division 7 County Center Drive. Oroville, California 95965 Attn: Linda Sexton,, Building Inspector III Re: Building Permit Number 98-2318 Assessor's Parcel Number 041-540-015 Dear Linda, Attached to this letter are the revised energy calculations on our project. It seems as if, when= a revision to a slab from a raised foundation was approved there was not a revised energy calculation done and submitted. The revised energy calculation takes into consideration the thermal mass as well. as the 8 foot overhang on the porch and the 2, foot overhang on the eves, and the dual glazed / Low -E windows, and the omission of a 4.0 X1.0 window in the sitting/computer area on the upper floor. If you need further information please contact me. Thank you for your prompt action on this revision. Please contact me when the energy calculation revision is approved and ready for pick up. Sincerely, Robert S. Gage CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Gage Date..03/06/00 08:25:08 Proj,'O'ct Address........ ******* --------------------- *v5.00* ------ - ------ *v5.00* olf.._ 0Z3/y Documentation Authgr... Jim Peterson ******* Buil�%ng Perm # Northstar Engineering zC 20:Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1000 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2089 User-Northstar Engineering Run -Gage I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type..... ....... Con'ttruction Type ......... Building Front Orientation. Numbe-rr of Dwelling Units ... Number of Stories.......... Floor Construction Type..:. Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... 2667 sf Single Family Detached New Front Facing 225 deg (SW) 1 2 Slab On Grade 18.8,% of floor area 0.54 Btu/hr-sf-F 0.66 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-13 7.088 Roof Wood R-11 R-27 R-38 0.025 Attic FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins ----- --------------- Window Front (SW) ----- 4.0 ------ 0.520 ------ 0.650 --------------- Standard -------------- Standard ----- Yes Window Front (SW) 20.0 0.520 0.650 Standard Standard Yes Window Front (SW) 20.0 0.520 0.650 Standard Standard Yes Window Front (SW) 9.0 0.520 0.670 Standard Standard Yes Door Front (SW) 20.0 0.600 0.670 Standard Standard Yes Window Front (SW) 9.0 0.520 0.670 Standard Standard Yes Window Front (SW) 20.0 0.520 .0.650 Standard Standard Yes Window Front (SW) 20.0 0.520 0.650 Standard Standard Yes Window Front ($W) 6.0 0.520 0.670 Standard Standard None Window Front (SW) 12.0 0.520 0.670 Standard Standard None Window Front (SW) 4.5 0.520 _.670 Standard None Window Front (SW) 6.0 0.520 0.670 Standard aNone � Window Front (SW) 20.0 0.520 0.670 Standa ILDI .Yes Window Front (W)' 8.0 0.520 0.650 Standard Standard Yes Window Left (NW) 12.0 0.520 0.650 Standard Standard Yes Window Left (N) 8.0 0.520 0.650 Standard Standard Yes Window Left (NW) 17.5 0.520 0.650 Standard Standard Yes t r l t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R -----------------------------------=-------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Gage Date..03/06/00 08:25:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Gage ------------------------------------------------------------------------------- FENESTRATION Over - HVAC SYSTEMS Area U- Interior Exterior hang/ Orientation Duct (sf) Value SHGC Shading Shading Fins -------------------- Door Left (NW) ----- ------ 17.0 0.600 ------ 0.670 --------------- Standard -------------- Standard ----- Yes Window Left (NW) 10.0 0.520 0.670 Standard Standard None Window Left (N) 8.0 0.520 0.650 Standard Standard Yes Window Back (NE) 20.0 0.520 0.650 Standard Standard Yes Window Back (E) 8.0 0.520 0.650 Standard Standard Yes Door Back (NE) 40.0 0.600 0.670 Standard Standard Yes Window Back (NE) 15.0 0.520 0.650 Standard Standard Yes Window Back (NE) 12.0 0.520 0.670 Standard Standard Yes Door Back (NE) •40.0 0.600 0.670 Standard Standard Yes Window. Back (NE) 12.0 0.520 0.670 Standard Standard Yes Window Left (N) 6.0 0.520 0.670 Standard Standard Yes Window Back. (NE) 16.0 0.520 0.650 Standard Standard Yes Window Back (E) 6.0 0.520 0.670 Standard Standard Yes Window Back- (NE) 6.0 0.520 0.670 Standard Standard None Window Back (NE) 12.0 ,0.520 0.670 Standard Standard None Window Back (NE) 6.0 0.520 0.670 Standard Standard None Window Back (NE) 4.5 0.520 0.670 Standard Standard None Window Right (SE) 20.0 0.520 0.650 Standard Standard Yes Window -Right (SE), 4.0 0.520 0.650 Standard Standard Yes Window Right (SE) 4.0 0.520 0.650 Standard Standard Yes Window Right (SE) 6.0 0.520 0.650 Standard Standard Yes Window Right (SE) 10.0 0.520 0.650 Standard Standard None Window Right (SE) 4.0 0.520 0.650 Standard Standard None THERMAL MASS. ------------ Area Thickness Type Exposed (sf) (in). Location/Comments SlabOnGrade No 740 3.5 Covered S1abOnGrade Yes 1327 3.5 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type ---------------- Efficiency, ------------ Location ------------ R -value ------- Leakage --------- Manual --------- D Type Furnace 0.800'AFUE Attic R-4.2 No No ------- Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback Furnace 0.800 AFUE Attic R-4.2 No No Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- Project Title.......... Gage Date..03/06/00 08:25:08 ---------------------------=--------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2089 User-Northstar Engineering Run-Gage ------------------------------------------------------------------------------- WATER HEATING SYSTEMS • Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type ,System Factor (gal) R -value --------- = ------------------------------ -------------- ------ ---------- Storage Gas Standard 2 0.61 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- ** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection.. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates a High Mass Design. ,REMARKS r t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R - - - ----- -- Project Title Title.......... Gage Date 03/06/00 08:25:08 ------------------------------------------------------------------------------- MICROPAS5 v5.,00 File -GAGE Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Gage -- --- - - -- ---------------------------- 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. Name.... Company. Address. Phone... License. Signed.. Name.... Title... Agency.. Phone... Signed.. DESIGNER or OWNER Jim Peterson Northstar Engineering 20 Declaration Dr. Chico, Ca. 95973 (530) 893-1600 DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 3—c�-ccs Signed.. 3- (p _ oa (date) (date) ENFORCEMENT AGENCY (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- Project Title........ Gage Date..03/06/00 08:25:08 Project Address........ ******* --------------------- *v5.00* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. ------------------------------------------------------------------------------= ------------------------------------------------------------------------------- MICROPASS v5.00 File -GAGE Wth-CTZ11S-92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Gage I -------------------=----------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as 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- Enforce- 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: er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. -� *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. .i 150(1): 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. ✓ 116-17: 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 coefficient, and infiltration certification. •3..Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -IR Project Title.......... Gage Date..03/06/00 08:25:08 -----------=------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Gage ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 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-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): 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 UL181B 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. 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 with pilot < 150 Btu/hr). i MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Gage Date..03/06/00 08:25:08 MICROPASS v5.00 File -GAGE Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run -Gage --------------------------------7--------------------------------------------=- LIGHTING MEASURES Design- Enforce- er ment 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. 150(k)2: 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. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Gage Date..03/06/00 08:25:08 Project Address........ ******* --------------------- *v5.00* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive, Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 x5.00 File -GAGE Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Gage ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 15.30 16.52 -1.22 = = Space Cooling.......... 11.85 9.01 2.84 = = Water Heating.......... 10.68 11.54 -0.86 = _ Total 37.83 37.07 _ *** Building complies with Computer Performance GENERAL INFORMATION .Conditioned Floor Area..... -------- 2667 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 225 deg (SW) Number, of Dwelling Units... 1 ' Number of Building Stories. 2 Weather Data Type.......... FullYear 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..... 11 Slab On Grade 2 22236 cf 2067 sf 18.8 a of floor area 0.54 Btu/hr-sf-F 0.66 8.3 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title -Gage Date 03/06/00 08.25.08 --------------------------------------------------- MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run -Gage I ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION FENESTRATION SURFACES Floor # of U- Vent Vent Air Exterior Shade Area Volume. Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type/SHGC Type (ft) ----- (sf) Credit --------- -------------- LIVING . ----- ------- ----- ------- --- ----------- -------------- -------- Residence 2067 17136 (SW) 1.00 Yes Setback 2.0 Standard No SLEEPING Standard/0.76 Standard/0.68 2 Window Front (SW) 20.0 0.520 Residence 600 5100 Standard/0.76 0.00 Yes 3 Setback 2.0 Standard No (SW) 20.0 0.520 0.650 OPAQUE SURFACES 90 Standard/0.76 Standard/0.68 Area U- --------------- Insul Act (SW) Solar Form 3 Location/ Surface (sf) value R -vat Azm Tilt 5 Gains Reference Comments -------------- LIVING ------ --- -- ----- --- ---- Standard/0.76 ----- ------------ ---------------- 1 Wall 366 0.088 13 225 90 Yes W.13.2X4.16 Standard/0.68 3 Wall 258 0.088 13 315 90 Yes W.13.2X4.16 90 5 Wall 10 0.088 13 270 90 Yes W.13.2X4.16 0.650 6 Wall 10 0.088 13 0 90 Yes W.13.2X4.16 8.0 7 Wall 333 0.088 13 45 90 Yes W.13.2X4.16 9 -Wall 10 0.088 13 0 90 Yes W.13.2X4.16 10 Wall 10 0.088 13 90 90 Yes W.13.2X4.16 11 Wall, 10 0.088 13 0 90 Yes W.13.2X4.16 12 Wall 10 -0.088 13 90 90 Yes W.13.2X4.16 13 Wall •270 0.088 13 135 90 Yes W.13.2X4.16 15 Roof 2067 0.025 38 n/a 0 Yes R.38.2X4.24 Attic SLEEPING 2 Wall 264 0.088 13 225 90 Yes W.13.2X4.16 4 Wall 294 0.088 13 315 90 Yes W.13.2X4.16 8 Wall 284 0.088 13 45 90 Yes W.13.2X4.16 14 Wall 290 0.088 13 135 90 Yes W.13.2X4.16 16 Roof 600 0.025 38 n/a 0 Yes R.38.2X4.24 'Attic FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- LIVING ----- ----- ----- --- ---- -------------- -------------- 1 Window Front (SW) 4.00.520 0.650 225 90 Standard/0.76 Standard/0.68 2 Window Front (SW) 20.0 0.520 0.650 225 90 Standard/0.76 Standard/0.68 3 Window Front (SW) 20.0 0.520 0.650 225 90 Standard/0.76 Standard/0.68 4 Window Front (SW) 9.0 0.520 0.670 225 90 Standard/0.76 Standard/0.68 5 Door Front (SW) 20.0 0.600 0.670 225 90 Standard/0.76 Standard/0.68 6 Window Front (SW) 9.0 0.520 0.670 225 90 Standard/0.76 Standard/0.68 .7 Window Front (SW) 20.0 0.520 0.650 225 90 Standard/0.76 Standard/0.68 8 Window Front (SW) 20.0 0.520 0.650 225 90 Standard/0.76 Standard/0.68 14 Window Front (W) 8.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 15 Window Left (NW) 12.00.520 0.650 315 90 Standard/0.76 Standard/0.68 16 Window Left (N) 8.0 0.520 0.650. 0 90 Standard/0.76 Standard/0.68 17 Window Left (NW) 17.5 0.520 0.650 315 90 Standard/0.76 Standard/0.68 18 Door Left (NW) 17.0 0.600 0.670 315 90 Standard/0.76 Standard/0.68 �i • .i COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Gage Date..03/06/00 08:25:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Gage ------------------------------------------------------------------------------- Orientation ---------------------- 20 Window Left (N) 21 Window Back (NE) 22 Window Back (E) 23 Door Back (NE) 24 Window Back (NE) 25 Window Back (NE) 26 Door Back (NE) 27 Window Back (NE) 28 Window Left (N) 29 Window Back (NE) 30 Window Back (E) 35 Window Right (SE) 36 Window Right (SE) 37 Window Right (SE) 38 Window Right (SE) SLEEPING 5.0 4.0 9 Window Front (SW) 10 Window Front (SW) 11 Window Front (SW) 12 Window Front (SW) 13 Window Front (SW) 19 Window Left (NW) 31 Window Back (NE) 32 Window Back (NE) 33 Window Back (NE) 34 Window Back (NE) 39 Window Right (SE) 40 Window Right (SE) FENESTRATION SURFACES --------------------- Area U- Act (sf) Value SHGC Azm Tilt 8.0 0.520 0.650 0 90 20.0 0.520 0.650 45 90 8.0 0.520 0.650 90 90 40.0 0.600 0.670 45 90 15.0 0.520 0.650 45 90 12.0 0.520 0.670 45 90 40.0 0.600 0.670 45 90 12.0 0.520 0.670 45 90 6.0 0.520 0.670' 0 90 16.0 0.520 0.650 45 90 6.0 0.520 0.670 90 90 20.0 0.520 0.650 135 90 4.0 0.520 0.650 135 90 4.0 0.520 0.650 135 90 6.0 0.520 0.650 135 90 6.0 0.520 12.0 0.520 4.5 0.520 6.0 0.520 20.0 0.520 10.0 0.520 6.0 0.520 12.0 0.520 6.0 0.520 4.5 0.520 10.0'0.520 4.0 0.520 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 0.670 225 90 Standard/0.76 0.670 225 90 Standard/0.76 0.670 225 90 Standard/0.76 0.670 225 90 Standard/0.76 0.670 225 90 Standard/0.76 0.670 315 90 Standard/0.76 0.670 45 90 Standard/0.76 0.670 45 90 Standard/0.76 0.670 45 90 Standard/0.76 0.670 45 90 Standard/0.76 0.650 135 90 Standard/0.76 0.650 135 90 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 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 -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- LIVING ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 4.0 2.0 2.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 5.0 4.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 5.0 4.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window .9.0 1.5 6.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 20.0 3.0 6.8, 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 9.0 1.5 6.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 20.0 5.0 4.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 20.0 5.0 4.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 8.0 2.0 4.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 15 Window 12.0 3.0 4.0 6.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 8.0 2.0 4.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 17.5 5.0 3.5 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 17.0`2.8 6.8 6.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a • a ' 4 r F 4 4 � r F COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Gage Date..03 06 00 08:25:08 ------------------------------------------------------------------------------- MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run -Gage ----------------------------------------- 7 ---------------------------------- OVERHANGS -------------------------------------------------------------------------- OVERHANGS AND SIDE FINS - ---------------------- --=Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Mass Type . --------------- LIVING 1 SlabOnGrade 2 S1abOnGrade System Type ---------------- LIVING Furnace ACSplit SLEEPING Furnace .ACSplit Area Left Surface, (sf) Wdth 20 Window 8.0 2.0 21 Window 20.0 5.0 22 Window 8.0 2.0 23 Door 40.0 6.0 24 Window 15.0.3.0 n/a 25 Window 12.0 2.0 26 Door 40.0 6.0 27 Window 12.0 2.0- 28 Window 6.0 1.5 29 Window 16.0 4.0 30 Window 6.0 1.5 35 Window 20.0 5.0 36 Window 4.0 4.0 37 Window 4.0 2.0 38 Window 6.0 3.0 SLEEPING 1.5 n/a 13 Window 20.0 5.0 Mass Type . --------------- LIVING 1 SlabOnGrade 2 S1abOnGrade System Type ---------------- LIVING Furnace ACSplit SLEEPING Furnace .ACSplit 4'.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL Left Rght Area Thick ------------- Heat Conduct- ' Surface (sf) Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 4.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 6.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 8.0 1.5 n/a n/a n/a. n/a n/a n/a n/a n/a 6.8 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6.8 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 6.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 5.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 6.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 1.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2.0 8.0� 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4'.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick ------------- Heat Conduct- ' Surface (sf) (in) Cap ivity UIMC R -value Location/Comments 740 - 3.5 28.0 0.98 1.80 R-2.0 Covered 1327 '3.5 28.0 0.98 4.60 R-0.0 HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Duct Efficiency ------------ Location ------------- ,R -value Leakage ---------------- Manual D --------- Eff ------- 0.800 AFUE Attic R-4.2 No No 0.767 12.00 SEER Attic R-4.2 No No 0.669 0.800 AFUE Attic R-4.2 No No 0.767 12.00 SEER Attic R-4.2 No No 0.669 COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.........Y. Gage Date..03/06/00 08:25:08 -MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run-Gage ------------------------------------------------------------------------------- WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 2 0.61 50 R- n/a . SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- ***Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC,specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates'a High Mass Design. REMARKS HVAC SIZING Page 1 HVAC Project Title.......... Gage Date..03/06/00 08:25:08 Project Address........ ******* --------------------- *v5.00* Documentation Author.... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 .530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -HVAC SIZING I User#-MP2089 User-Northstar Engineering Run -Gage I ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. Volume ...................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside.Design....... Summer Inside Design....... Summer Range............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2667 sf 22236 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Description (Btuh) --------------------------------- Opaque Conduction and Solar...... ----------- 12028 Glazing Conduction............ 11638 Glazing Solar .................... n/a Infiltration....... ............ 14061 Internal Gain.................... n/a Ducts ............................ 3773 Sensible Load .................... 41501 Latent Load......, ................ n/a 225 deg (SW) Cooling (Btuh) 7665 6496 21254 4620 2100 4214 46349 9270 'Minimum Total Load 41501 55619 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, 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 factors when selecting � .' .. ' � `, t HVAC SIZING Page 2 HVAC Project Title Gage Date 03/06/00 08.25.08 ---------------------------------------------------------------------- MICROPAS5 v5.00 File -GAGE Wth-CTZ11S92 Program -HVAC SIZING I User#-MP2089 User-Northstar'Engineering Run -Gage I --------------------------------------------------------------------------- HEATING AND COOLING LOAD SUMMARY BY ZONE ---------------------------------------- ZONE 'LIVING' Floor Area ....................... 2067 sf Volume ........................... 17136 cf ZONE 'SLEEPING' Floor Area ......................... Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 7088 4766 Glazing Conduction ............... 9380 5235 Glazing Solar .................... n/a 16702 Infiltration ....................... 1.0836 3561 Internal Gain .................... n/a 2100 Ducts....... .................. 2730 3236 Sensible Load.. ............. 30035 35601 Latent Load ...................... n/a 7120 Minimum Zone Load ----------- 30035 ----------- 42722 ZONE 'SLEEPING' Floor Area ......................... 600 sf Volume ........................... 5100 cf Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) ----------- Opaque Conduction and Solar...... 4940 2898 Glazing Conduction ............... 2258 1260 Glazing Solar .................... n/a 4552 Infiltration ..................... • 3225 1060 Internal Gain .................... n/a 0 Ducts .......................... 1042 977 Sensible,Load.................... 11466 10748 Latent Load......... ........... n/a 2150 Minimum Zone Load ----------- 11466 ----------- 12897 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... GAGE Date........ 06/22/98 Project Address........******* -- --------2 *v4.50* i 4 � 3/ Documentation Author... JIM PETERSON ******* Building Permit # Plate heck / Date Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. ------- ______________________________________________ MICROPAS4 v4.50 File -GAGE Wth-CTZ11S92 Program -FORM CF -1R I Run -GAGE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned 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.... 2667 sf Single Family Detached New Front Facing 225 deg (SW) 1 2 Raised Floor 18.2 % of floor area 0.52 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame ------------------------- Cavity Sheathing Assembly Type ------------ Type ------- R -value R -value U -Value Location/Comments Wall Wood -------- R-15 -------- R-0 ------- -------------------------------- 0.081 Roof Wood R-11 R-27 0.025 Floor Wood R-19 R-0 0.037 FENESTRATION ------------ of Interior Over n- Shading/ Exterior hang s Description Area U- Pa Orientation (sf) Value e ------------------- Window Front ----- (SW)V"" 20.0 ----- 0.500 -- 2 Window Front (SW)t/20.0 0.500 2 Window Front (SW) ✓9'.0 0.500 2 Window Front (SW) -5-.0 0.500 2 Door Front (SW) •�.0 0.600 2 Window Front (SW)-*�'20.0 0.500 2 Window Front (SW) r/20-0 0.500 2 Window Front (SW) -6.0 0.500 2 Window Front (SW) `16',.0 0.500 2 Window Front (SW), --12.0 0.500 2 Window Front (SW)i;-0.0 0.5b02 Window Front ( SW) 1/4 .0 0-5&.Q 2 Window Front (SW) 6.0 0_56'0-> FENESTRATION ------------ of Interior Over n- Shading/ Exterior hang s Description Shading Fins ----------------- Blinds.Lt ----------- None ---- None Blinds.Lt Blinds Lt None ^ Norg<��� drone IJone . ` a Blinds.Lt Aa1ie�`� ' one Blinds.Lt CJ' a' None Blinds.Lt -bQne None Blinds. Lt-`'���j o Blinds.Iov one None None Blinds.Lt � one None ®� Q Blind N� None None Blind t 'q None None Blinds.I None None Blinds.Lt None None / Framing Type Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl ,I i i,.,d o w Front (W) '�.0 0.500 2 Blinds.Lt None None Vinyl window Left (NW) 2.0 t� 0.500 2 Blinds.Lt None None Vinyl lindow Left (N) x8.0 0.500 2 Blinds.Lt None None Vinyl window Left (NW)•i/17.5 0.500 2 Blinds.Lt None None Vinyl I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... GAGE Date........ 06/22/98 I MICROPAS4 v4.50 File -GAGE Wth-CTZ11S92 Program -FORM CF -1R Run -GAGE FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Door Left (NW) ----- 6.0 ---------- 0.600 2 --------------- Blinds.Lt ----------- None ---- None --------- Vinyl Window Left (NW) V110.0 0.500 2 Blinds.Lt None None Vinyl Window Left (NW) J4.0 0.500 2 Blinds.Lt None None Vinyl Window Left (N) �/ 8.0 0.500 2 Blinds.Lt None None Vinyl Window Back (NE) '/20.0 0.500 2 Blinds.Lt None None Vinyl Window Back (E) X8.0 0.500 2 Blinds.Lt None None Vinyl Door Back (NE) -40.0 0.600 2 Blinds.Lt None None Vinyl Window Back (NE) ,15.0 0.500 2 Blinds.Lt None None Vinyl Window Back (NE) 112.0 0.500 2 Blinds.Lt None None Vinyl Door Back (NE) -40.0 0.600 2 Blinds.Lt None None Vinyl Window Back (NE) 12.0 0.500 2 Blinds.Lt None None Vinyl Window Left (N) X6.0 0.500 2 Blinds.Lt None None Vinyl Window Back (NE) /16.0 0.500 2 Blinds.Lt None None Vinyl Window Back (E) X6.0 0.500 2 Blinds.Lt None None Vinyl Window Back (NE) 6.0 0.500 2 Blinds.Lt None None Vinyl Window Back (NE) 6.0 0.500 2 Blinds.Lt None None Vinyl Window Back (NE) 12.0 0.500 2 Blinds.Lt None None Vinyl Window Back (NE) 6.0 0.500 2 Blinds.Lt None None Vinyl Window Right (SE) 20.0 0.500 2 Blinds.Lt None None Vinyl Window Right (SE) 4.0 0.500 2 Blinds.Lt None None Vinyl Window Right (SE) 6.0 0.500 2 Blinds.Lt None None Vinyl Window Right (SE) 10.0 0.500 2 Blinds.Lt None None Vinyl Window Right (SE) 10.0 0.500 2 Blinds.Lt None None Vinyl HVAC SYSTEMS ------------ Minimum Duct Duct Thermostat Equipment Type --------------- Efficiency ------------ Location ------------- R -value ------- Type ------------ Furnace 0.850 AFUE Attic R-4.2 Setback ACPackage 12.00 SEER Attic R-4.2 Setback Furnace 0.850 AFUE Attic R-4.2 Setback ACPackage 12.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater ------------------------ Type Distribution Type System ------------------- ------ Factor (gal) -------- ------ R -value ---------- Storage Gas Standard 2 0.61 EF 50 R-12 :ERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ?roject Title.......... GAGE Date........ 06/22/98 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.50 File -GAGE Wth-CTZllS92 Program -FORM CF -1R Run-GAGE ------------------------------------------------------------------------------- SPECIAL FEATURES/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/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JIM PETERSON Name.... JIM PETERSON Company. Company. Address. Address. Phone... (916) 343-7250 Phone... License. Signed..ned.. (date)- (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) 6 M COMPUTER METHOD SUMMARY ---------------------------- ---------------------------- Project Title.......... GAGE Project Address........ Documentation Author... JIM PETERSON ******* *v4.50* ******* Page 1 C -2R Date........ 06/22/98 --------------------- Building Permit # Plan Check / Date - . -.- - I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MI'CROPAS4 v4.50 File -GAGE Wth-CTZ11S92 Program -FORM C -2R Run-GAGE ------------------------------------------------------------------------------- ----------------------------------------------------------------- ----------------------------------------------------------------- MICROPAS4 ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ---------- Design Design ---------- Margin = ---------- _ _----------------------- = Space Heating.......... 15.84 13.81 2.03 = = Space Cooling.......... 12.59 13.90 -1.31 = = Water Heating.......... 9.80 9.94 -0.14 = = Total 38.23 37.65 0.58 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2667 sf Building Type.. ............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 225 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area........ Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... k x Raised Floor 2 22236 cf 2243 sf 2243 sf 0 sf 18.2 % of floor area 0.52 Btu/hr-sf-F 8.3 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... GAGE Date........ 06/22/98 MICROPAS4 v4.50 File -GAGE Wth-CTZ11S92 Program -FORM C -2R Run-GAGE ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION OPAQUE SURFACES Floor Area # of Insul Act Vent Special Form 3 Location/ Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type -------------- (sf) --------- (cf) --------- Units ----- itioned ------- Type ------------ (ft)_.. ------ (sf) --------- LIVING 1 Wall 400 0.081 15 225 90 Residence 2067 17136 1.00 Yes Setback 2.0 n/a, SLEEPING Yes W.15.2X4.16 5 Wall 10 0.081 15 Residence 600 5100 0.00 Yes Setback 2.0 n/a OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R -vat Azm Tilt Gains Reference Comments ------------ ---------------- -------------- LIVING ------ ----- ---`-- --- ---- ----- Surface ----------- 1 Wall 400 0.081 15 225 90 Yes W.15.2X4.16 3 Wall 269 0.081 15 315 90 Yes W.15.2X4.16 5 Wall 10 0.081 15 270 90 Yes W.15.2X4.16 6 Wall 10 0.081 15 0 90 Yes W.15.2X4.16 7 Wall 333 0.081 15 45 90 Yes W.15.2X4.16 9 Wall 10 0.081 15 0 90 Yes W.15.2X4.16 10 Wall 10 0.081 15 90 90 Yes W.15.2X4.16 11 Wall 10 0.081 15 0 90 Yes W.15.2X4.16 12 Wall 10 0.081 15 90 90 Yes W.15.2X4.16 13 Wall 274 0.081 15 135 90 Yes W.15.2X4.16 15 Roof 2067 0.025 38 n/a 0 Yes R.38.2X4.24 17 Floor 2243 0.037 19 n/a 0 Yes FC.19.2X8.16 SLEEPING 2 Wall 242 0.081 15 225 90 Yes W.15.2X4.16 4 Wall 290 0.081 15 315 90 Yes W.15.2X4.16 8 Wall 282 0.081 15 45 90 Yes W.15.2X4.16 14 Wall 284 0.081 15 135 90 Yes W.15.2X4.16 16 Roof 600 0.025 38 n/a 0 Yes R.38.2X4.24 FENESTRATION SURFACES # of Vent SC SC X.;nterior Area Pan- Frame Open U- Act Glass Int `Shading/ Surface ----------- (sf) ----- es Type Type value Azm Tlt Only Shade Description LIVING ---- --------- ------ ----- --- --- ---- ---- --------------- 1 Window 20.0 2 Vinyl Slider 0.500 225 90 0.88 0.58 Blinds.Lt 2 Window .-20.0 2 Vinyl Slider 0.500 225 90 0.88 0.58 Blinds.Lt 3 Window 9.0 2 Vinyl Slider 0.500 225 90 0.88 0.58 Blinds.Lt 4 Window 9.0 2 Vinyl Slider 0.500 225 90 0.88 0.58 Blinds.Lt 5 Door 6.0 2 Vinyl k Slider 0.600 225 90 0.88 0.58 Blinds.Lt 6 Window 20.0 2: Vinyl L" Slider 0.500 225 90 0.88 0.58 Blinds.Lt 12 Window 4.0 2 Vinyl Slider 0.500 225 90 0.88 0.58 Blinds.Lt 14.' Window 15 Window 16 Window 17'Window 8.0 2 Vinyl Slider 0.500 270 90 0.88 0.58 Blinds.Lt 12.0 2 Vinyl Slider 0.500 315 90 0.88 0.58 Blinds.Lt 8.0 .2 Vinyl Slider 0.500 0 90 0.88 0.58 Blinds.Lt 17.5 2 Vinyl Slider 0.500 315 90 0.88 0.58 Blinds.Lt �x Robert Stanley Gage 6 Moraga Drive Chico, California 95926 530-895-1552 Sag +3 530-891-5712 Fax rggge@dcsi.net 2/28/2000 Department of Development Services Building Division 7 County Center Drive Oroville, California 95965 Attn: Linda Sexton, Building Inspector III Re: Building Permit Number 98-2318 Assessor's Parcel Number 041-540-015 Dear Linda, This letter is in reply to your correspondence dated February 23, 2000. To answer your questions or provide information on items 1 & 2 of your letter. #1. Attached is a letter from Jeff Richelieu, PE, NorthStar Engineering, stating he has reviewed the revised truss calcs/plans from Longfellow Lumber for my home at 4435 Woodrose Drive, permit # 98-2318, and approves the submitted information. #2 The plan revision submitted in July of last year re: the raised concrete porch, constructed with corrugated steel requiring welding, the revision was abandoned. and was superceded by the concrete slab foundation and porch plan submitted and approved by your office prior to start of construction. There are no welds to be inspected. This should be a moot point.. If you need further information please contact me. Thank you for your prompt action on this revision.. Sincerely, Robert S. Gage NorthStar ENGINEERING Civil Engineers • Planners • Surveyors TRUSS DESIGN STATEMENT I have reviewed the revised truss submittal dated 12-7-99 for the Bob Gage Residence located on 4435 Wood Rose. Drive in Butte Valley, California. as provided by Longfellow Lumber Co. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 QRpFESS/pPq M. R��,yF! C-0 s�0q\c►viti '�\OF C February 23, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Robert Gage 6 Moraga Dr. Chico, CA 95926 Building Permit Number: 98-2318 Assessor's Parcel Number: 041-540-015 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. 'Please provide a letter from the project engineer that he has reviewed the new truss engineering and that it still complies with his original design and calculations. 2. You submitted a revision to your plans last July. This revision was not approved because it involves welds and we need a copy of a certificate from a certified welder or a special inspection at the job site. Please let me know how you will take care of this item. A Plan -check of these two revisions will continue upon receipt of the above items. Additional items may be required when plan check is resumed. Sincerely, Linda Sexton Building Inspector III. 1 I Ci�1 ce 017 hdw . �Yl Gc r �S ccs-e�- OK— a ids er �O r t art l�r� 1 70� t k NORTHSTAR ENGINEERING 20°Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT JOB NO. �Z 2 LOCATION G 14 1G-0 S G A DATE 2--Z3,- `�(5 CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ,ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: t ES S IGNr, V1. RIC C 053390 , CIVIL \Or CP..L1c0> GENERAL: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A -36 - Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B ` Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/RITC A190.1-1992 Simple Spans: 24F -V4 Combination CAanntilevers: 24F -V8 Combination Roof Live Load:/" psf Floor Live Load: psf Wind Speed: 71:5?. ✓ mph Seismic Zone 3 Method 2 used unless otherwise noted. Exposure: G Allowable Soil Bearing : 1!25). psf ARE SPECIAL INSPECTIONS REQUIRED ? N 0 Any structural or non-structural items that' -are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. N Page 1 of (o BY: —j" P- NwthStar 20 DECLARATION DRIVE DATE: CHICO, CALIFORNIA 95973 JOB NO: ENGINEERING 916-893.1600 PAGE 2 OF Civil Engineers* Planners o Surveyors FAX 916-893-2113 ... . ...... P -T i AV ITY A7 -FF -A NG FAM IL -Y. -7 � gAv I -"'i AD 5. ....... . 2 ooF 2-: -TLI I F I F7 -fil IE LQUER =LOO: ALAN I BY: JMIz DATE: 21 CTB JOB NO: (i2 Z PAGE '� OF NorthStar ENGINEERING Civil Engineers* Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916.893-2113 L ATt5F_AL-- L I 1,J5 4-1 , A oi'I PLY S - z.o . o 14S_� I . �� J 3. - `.. _0 2.13_ KSF �Tr✓i = .2(�.. <..�) .B 11.E - -------... (S.SZ �D= 1.7- 12 rl. S T. 3 .-..L o 4 PosT LL Ij�l� ' G �oMPArz~✓ I;J INp vS.:. S��SC'1..L� .-=------.. �/s �/ � - o ZZq" C- 3. �(2� > �_ t. •._0 2..1.3.. �....5_ �2��.:: � - 5 0 - . 3 8 ----- 13 k R- F rz-' L_I J F oTA"I o fJ ADD ITIo�JAI__ sH�AI 4AS APer::::�v To 1,INF:::: G H i BY: i m W— DATE: 2 1 la JOB NO: CoZZ PAGE OF hkwthStar ENGINEERING Civil Engineers, Planners *Surveyors L- I C, t4q T M 4 12- n 14- ----- ----- (f-A F. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 f BY: J-1 12, DATE: 21015 JOB NO: 022 I PAGE OF NwthStar ENGINEERING Civil Engineers* Planners* Surveyors . . ..... L_ATF_;jZAL_ o. rj A I IJ, ..... A F2 p- 0.,t'f I. V - --------- - - ------ -- - 0 T Z_ 'JAitu 2M 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 Hp 5A crJ 4-X 7 r, 7A 3 C,-: 1iFL. F L. c7 L_ 1(:f, 5� A- P- C) 2,0 + VZ. -7� S, - ----- . .......... BY: J M (— DATE: Z I 18 JOB NO: &22 I PAGE OF NorthStar ENGINEERING Civil Engineers* Planners Surveyors I,IN� �OONTINUD� ..31�(8.S _8= 2I L 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 rl AK ::�,-T L4- T-- (,-Z-.--7 l 2r - I dal ---o � LIG 1� P .380 (ioZ/ z ) C 2 < 014 _-�-_.:�.. (_ .�. �.._.----•-- BY: J�l b I`— Q, DATE: Z I I ,;OB NO: &Z Z PAGE 7 OF Nwtl6tar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 �I�lj� HD - Al SE-,-Jj L Ir� �-" 3 o T Z=zx SCA _ .5 BY: J H (- DATE: 2 J 10 JOB NO: Q�o22 I PAGE B OF NorthStar ENGINEERING Civil Engineers- Planners - Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 V_ -t ---- HP 19 1-'l AX, T -F- UI�- U,-5 sT 62 3lo To PL, t il-1 TO TO PL L. P. - 3.3 K 1 - ---- v = . 02 2 ¢ q : + - 13 ice)' BY: DATE: JOB N0: �ZZ NwthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 PAGE9. OF Civil Engineers • Planners • Surveyors FAX 916-893-2113 -------------- 24.x. ...... ----- - R M = X213) ,. 13 U s D 2 A o �d 2x------- SHEAR WALL SCHEDULE rn m z SHEAR WALL �( Q Q3 A 0 © 0 c ALLOWABLE = z C, G co LOAD/FOOT 260 380 490 550 6 40 76 0 960 1080 PLYWOOD 1,2 3/811 3/811 3/811 3/8" 3/8" 3/8"CDX 3/8"CDX 3/8 " STRUCT I CDX CDX CDX STRUCT I CDX BOTH 3 BOTH 3 BOTH 3 SIDES SIDES SIDES EDGE NAILING Sd(@6" Sd04" 8d 3" ad(@3" 8dt@2"� 8d 411 Sd(@3" 8d(@3" FIELD NAILING 8d ts 12" ad 0 12" ad (@ 12" 8d (a 12" ad (@ 12" ad 12" 8d 0 12" 8d (@ 1211 SILL NAILING 50 16d (a 4" 16d (a 3" I6d (@ 311 16d (@ 3" I(od (@ 2" 16d 1.5" IC d (a 1.5" N.A. CLIP, BLOCK 7 L550 1-550 L590 1-590 1-590 L590 'LS90 A35 TO PLATE 22" 14" (@ 16" (@ 16" (@ 12" (@ 12" (@ 8" (@ 4" ANCHOR BOLT 5/8" 0 5/811 0. 5/811 o 5/811 o 5/81' o 5/8" m 3/4-10 3/4'1 A.B. (SPACING) 52" 36" 1 28" 24" 2011 16'1 16" I(o11 ANCHOR BOLT A.B. (SPACING) 1/2" 0 3611. 1/2" 0 2411 1/211 1811 N.A. N.A. N.A. N.A. N.A. NOTES: I. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS 6. PREDRILL hPILL NAILS LESS THAN 3" O.C. 7. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL -P Z41I v_G. FbIZ �t�TIRi; gAL-A1JGE -F 1.�.1ALL L1N� 0 z rn m z m , co ' z �m Ii CD m c �. = z C, G co co ti N O C) m n T� C) Z v, C m (D 00 T n ii Ii O C1 ' 8 D r co co ti N O C) m n T� C) Z v, C m (D 00 T ii -STS• W .... co Ij cn co co ti N O C) m n T� C) Z v, C m It. BY: J m g DATE: Z I 18 JOB NO: 62 2. I PAGE II OF NwthStar 77 :t .. ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 �Al,cULAT10N,�-2 FNAIL,I►,JU A GHo�i F5OLT5 PE -:,2 -2HeAR4^1AL�- GAPAGITY P�-,�Z 19(--1 4- U gG Z--72-. F�oLTzf2- Pr -,'z 'c14 ! I�� �-� 2 1 I . z TAF2LE,: 22�-5 - F 1020 + 19RO 2#2 2 �r 2 _ . 12- &0 4+ I go�-T 1700 *� I BOLT PE'�,I^z LOAD/ FOOT. :5IL-L- I NAI I, 272- I�o� �1rJKE-:-P, 1q- - 1.;a 1 Z #I NA1� SH F,AR I^JALL LOAD/ FOOT. :5IL-L- I NAI I, NAIL GAPAGIT`( ANGHo(- BELT AGHOK P;-t�)t,-T C-APAG I TY AO 2,vo i(o D4 -II x(122) .23(1.210)=.7o Z 3 �" .22 3 (.84 A) _ . 280 0 a80 1(a -o 311 4(122) = 490 sib 3��� .�36 2& =:420 112 �� 24 ,�O (.84-I =. 420 0 410 IL 31' 4(122) :=410 ryIB 2��i •X3(1.210)=, s� .!04 0 �� Ilo o� ��� 4-622) = 410 z;; 24 x0(1.26) 7,x�2 X40 1&,:r? 211 6(122)= 732 &0(1.2.10) _.7&r 0 7G� IIlO I'12 8�122i= �� �l8 �� I1011 .7qT 1.2 =.9Go I'Izl' 8(I22)_19b 4 1&` .7C2(I.7o)= J.28 A 1030 N. A. N o A 1(a" .7c2- (1.70) = I.2 3 BY: JmFq DATE: 2 I I g JOBNO: (oZZ I PAGE 12- OF TYPE Z Ac e NOTES: NmthStar ENGINEERING Civil Engineers* Planners* Surveyors BRACED WALL SCHEDULE DESCRIPTION 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893.1600' FAX 916.893.2113 1/2" GYPSUM WALLBOARD ON STUDS SPACED @ 24" O.C. MAXIMUM. NAILED WITH DRYWALL SCREWS.@ 7" O.C. TO ALL STUDS, TOP PLATE, SILL, and 2x BLOCKING. ALL VERTICAL EDGES SHALL BREAK ON'A STUD. BLOCKING IS REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY = 100 #/FT. "THERMO-PLY" STRUCTURAL GRADE SHEATHING WITH 1.6 GAUGE GALVANIZED STAPLES, 1" CROWN X 1-1/4" LEG. CROWN SHALL BE IN LINE WITH FRAMING MEMBER @ 311/6" O.C. WITH BLOCKING REQUIRED @ ALL EDGES. CAPACITY = 200 #/FT. 3/8" CDX PLYWOOD ON STUDS SPACED @ 24" O.C. MAXIMUM. EDGE NAIL = 8d @ 6" O.C. FIELD NAIL = 8d @ 12" O.C. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING IS REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY = 260 #/FT. ALTERNATE BRACED PANEL: 3/8" CDX PLYWOOD ON STUDS SPACED @ 24" O.C. MAXIMUM . EDGE NAIL = 8d @ 6" O.C. FIELD NAIL = 8d @ 12" O.C. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING IS REQUIRED FOR ALL HORIZONTAL EDGES. INSTALL 1/2" DIAMETER ANCHOR BOLT WITH 7" MIN. EMBEDMENT" AT PANEL QUARTER POINTS '(2 BOLTS PER PANEL). INSTALL HOLDOWN AS SHOWN ON PLANS. ND : NAIL SILL PLATE TO WOOD FLOOR (WHERE 1. FOR AA AB A OCCURS) WITH 4-16d PER 16". ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED 7" MIN. @ 4'-0" O.C. MAX SPACING. USE A MINIMUM OF.TWO BOLTS PER PIECE WITH 1 BOLT LOCATED WITHIN 12" OF EACH END. 2. AT INTERIOR WALLS FOR AA //B\ ANDA ANCHOR BOLTS MAY BE REPLACED WITH HILTI X -DNI 72. 'USE 2 PINS @ 6", AND 2 PINS @ 10" FROM EACH END WITH 2. PINS @ 18" O.C. IN *. ETWEEN. INTERIOR FOOTINGS SHALL BE A MINIMUM OF 12" WIDE AND 10" THICK (.INCLUDING SLAB:THICKNESS) UNLESS OTHERWISE NOTED ON PLANS. :_ BY: Jt -I P— NwthStar 20 DECLARATION DRIVE (16,. 12- DATE: 41 �S CHICO, CALIFORNIA 95973 JOB NO:. �ZZ ► ENGINEERING 916-893-1600 PAGE 13 OF Civil Engineers Planners Surveyors FAX 916.893-2113 GRavITY v�slG� � rel I 2 A - 20 ��z < I.Z. _.... . < 82, US 3'l2 x 117/a VER ---5A 1, AM (16,. 12- 5 = L-� v5FZ �,4. A F -I 2 TZ�o_ I. 1. 45 (.A4.)� 1 153 < �3:z- us tF, 3' 2 x I I ,l 8 v F,iZsA L I 2 A - 20 ��z < I.Z. _.... . < 82, US 3'l2 x 117/a VER ---5A 1, AM BY: Jrl IZ DATE: + I cl5 JOB NO: (oZ Z I PAGE 14 OF NorthStar ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 E-161 TrZ 1. LOAD` :.. -_ ... _ -- I :i—z E—:, F I , FZ (�12i(3o1�� • 03. 3. �_ K. _..... - ..._ ..12.11_ hI_I b�.N I . F 3 6 P'12 3-3. - 2-0)" X 20 x I L F 4- 6 n Z + 6 3 �»,�3� i� X I Zai F 1 611 I -�- T- 2 — x 3o x 12 5 S = � 3 -_L . l-•1. + (s IS) l 1 _. I _ =18 _..__..__.....___.._._._.---._._----_. Y BY: JMR NORTHSTAR ENGINEERING 5/22/98 20 DECLARATION DRIVE JOB NO: 6221 CHICO, CA 95973 PG. 115? OF Y (530) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER'94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR STUDS COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM YOU HAVE SELECTED A RECTANGULAR COLUMN "** DEPTH = 1.5 IN (MINIMUM DIMENSION) WIDTH = 5.5 IN. AREA = 8.3 SQ.IN Ke -1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM • LENGTH (L) = 10 FT L / DEPTH 80 BALL - Fc = F c 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) ( = 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) ` Cf = 1.1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 1485 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 &'6X D.F. NO. 1) FcE = 75 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 74.2 PSI F'c'= Fc*((1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ((1 + FcE / Fc') / 2c) ((1 + FcE / Fc*) / 2c) - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 476 LBS fc = P / A = 57 PSI F:c = 74.2 PSI OKAY F'c > fc USE II 2 x D. F.2 "` k BY: JMR 5/22/98 JOB N0: 6221 PG. I , OF I �j NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530)893-1600 SIMPLE SOLID -COLUMN DESIGN PER '94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR STUDS COLUMN PROPERTIES: C, = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM YOU HAVE SELECTED A RECTANGULAR COLUMN DEPTH = 5.5 IN WIDTH = 1.5 AREA = 8.3 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 18 FT L / DEPTH = 39.27 OKAY I/d <50 Fc 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) ( = 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1.1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD &4 X4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 1485 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 311.3 FcE = KcE*E' / ( (L/d)(L/d) ) F'c = 296.5 PSI F'c = Fc*((1 + FcE / Fc*) /'2c'- SQUARE ROOT OF ( (1 + FcE / Fc*) / 2c) ((1 + FcE / Fc*) / 2c) - (FcE/Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 476 LBS fc = P / A = 57 PSI F'c = 296.5 PSI OKAY F'c > fc USE ZX CO D•T �`2 c� ��vI��G R LAND DEVELOPMENT OROVI / CHICO (:B�UILDI/ ENVIRONMENTAL HEALTH - PERMIT CLEARANCE I'3�vG-izl OWNERS —�— NAME P— elm I PRINT LAST E FIRST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: �S FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS V OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED:. YES ' NO Building Permit No. 0 — [; 31 Y A.P. NUMBER (' )`- l.' 640 ^" D I S . r COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: •YES NO COMMENTS/CONDITIONS: CJ�G 2 13 3 01Z 2TION, wPcS 41-12-4O 5PLI'r- ►31� VeNno 1-7 ©Iz 329 L I S '72 MAP INFORMATION: DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. -'rl<., t - _ 10. Automatic fire suppression sprinkler system's"shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressuriied community water system, with hydrants that meet Fire Department specifications, serves the parcel. `' -11. Pay T.D.D. (fhermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. i= —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. — 21. 22. 23. 24. 25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE AtQ 1jpq 30 AJ,NnOO 8664 Z k 134 ®3ni303a COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, CA 95965 534-4266 • January 17, 1977. Robert C. Vietti Re: AP 41-12-40 1785 Estates Way Chico, CA 95926 Enclosed please find a copy of the Certificate of Compliance issued by the Butte County Board of Supervisors , which.was. recorded on January 4, , in Book 2133 Page 219 , in the Office of the Butte County Recorder. Should you have any questions regarding this matter, please contact this office. Very truly yours, Clay Castleberry Director of Public Works McLaren Parker Assistant Director MP/db Enc. 21204 CERTIFICATE OF COMPLIANCE Issued to: Robor.t C. Vi-tti 1785 Estates Way Chico, CA 95926 OFEICIeL REC-)Roo 4 v° -42 FEE This .Certificate .of Compliance -is hereby issued by the County -- of Butte to certify that the land division which, created the parcel of c_onerty identified below- complies with anolicable nrovi.sions of the Subdivision `lap ,Act and of Chanter 20 of the Butt_ County Code. 1. Property location: south sid- of P-ntz Rd., approx. 12.mi. -ast of Clark Rd (Stat,",Hwy 191), 2. Assessor's Parcel Number: 41-1.2-40 Paradis-. Descrintion: All that certain oroperty located. in' the County of Butte, State of Cal.iforn.ia, more particularly described as follows: A portion of Lot 2, as shown on that c-rtain R -cord of..Sury-y.Map of a portion of S-ctions 26 and 35, T21N, R3�, MDB&M, which Map. was, recorded in th- offic- of th- RAcord-r of th-.County of Butte on January 25, 1971, in Book 37 ,of .Maps,.' at pag- 70, and. mor- particularly doscrib-d as foll-ows: Comm-ncing at th- NE corner of said Lot. 2. and running th-nco S 00 00"10" L along the E. line of said tot 2, a distant- of 1395.70 ft. to a point in th- c-ntorlin- of a 60.00 ft. road r-s-rv.ation• th-nc- along said c-nt-rlino N' 890 59' 301' W 451.3.1 ft.. and S 786 27' 00" W 221.26. ft. to' th- tru- point ofb-ginning for th- parcol hbrain dascribod; thonco from said tru- point of boginning N 780 27' 001' E 221.26 ft'; and S 890'59' 30" E 110.00. ft; thenc' S 00 00' 10" E to the S line of said Lot 2; thOnc- N 670 09' 07" W to a point. that boars .S 00 00'. 10" 2 from the point of. • •b -ginning; th-nc- N 0 00' 10" W to th- point of b -ginning.. .Issuarce of this c-srti.ficate is conditional upon the follow- ing conditions which have. been imposed pursuant to Butte County Cods Chapter 20-48 and Gov-rnmmnt Cod=, SAction.6.6499.35 (b)2. to protect the public health and public safety. ' o 0 County of Butte. E L cnrr �^: Sun-rzr'. S^rte B Y /r' 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 Customer: Address: AP#: Job No: y � Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPECTION Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503)254-0204 v / J li qW- (7lJ �1Q SJ.g� - NT1 TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard o.:'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3 I Ln �r W4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & 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. C= w x L-62-0-0-� w L -C -2-0-0-J 8-5-5 8-5-4 8ck -6-3 _ _. 8-4-6 w 16-10-9 Over 2 Supports J w z +8-0-0 oma. R-720 W-3.5" R-720 W-3.5• rn ®"'V PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 3 caIe —.375'/Ft. CT --WARNING •• 7101915 REQUIRE EiTREME CME IN FABRICATIOR, RANKING, SNIPPING. INSTALLING AND BRAC IR G. REFER TO 1111.11 (IANDlllr INSTALLING AND DRACII6). PUBLISHED BY TPI. (TRUSS PLATE w h T �16.Y P R 4 2 7 - - 49028 07 C" ff! IESTIT6TE. SDS O'ONOFRIO 01.. SUITE 200, MADISON, NI 61710), FOR SAFEY T PRACTICES PRIOR TO ►ERFORNING TIESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED /� TC DL I OJDP /P S 1 2 / 09 / 9 9 STRUCTURAL ►MELS. BOTTOM CBORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1/ -•1MPORTAME•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8C OL 1O.O PS CAUSR427 99343012 Qi PIODICTS. INC. $:ALL 107 1E RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN: ANY FAILURE TO N 5 611L0 TN[ TRUSSES II ConF01MAICE YITM TI1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BC LL 0.0 PSF C`A-ENG,s DU/GWH V ALPINE IIACIN6 0► TRUSSES. THIS DES16N CORFORIIS YITR APPLICABLE PROVISIONS OF 90S CRATIOHAL DESIGN w CONN[CTO STon PUBLISHED IT ME MADE OF IOOATME AMERICAN F ASTM Ad$% 624DREST 6ALVANSTEEL.11CIPAPER 1ilAS1 NOTED. TPI. ALPINE APPLY CORNICTORS TO * De 09 1999 * TOT. LO. 36.0 PSF SEON 31039 TACH FACE OF TRUSS. AND NILESS OTHERWISE LOCATED 04 THIS DESIGN. POSIT104 CONNECTORS VER OIAIINR 160 A$. THE SEAL 01 THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL EH016EER1N6 � CNIL P DUR FAC. 1.2 5 FROM KD � RITPDNSIBILITY SOLILT FOR THE TRUSS COMPONENT DESIGN.SHOWN. TRE SUITABILITY AM USE OF THIS 4 . SPACING 24.0" GF � BUILDING IS TMI RESPONSIBILITY OF TdE BUILDING OLSIGMER, PER A /TIITIfI9/6 SECTIOIt[LM -GAGE - NT2 GI (TOP CHORD 2x4 DF -L #1 BOt CHORD 2x6 DF -L SS 0o WEBS 2x4 DF -L Standard :W3 2x4 DF -L $1: c�- Rt Wedge 2x4 OF -L Standard: c..: LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. (ADDITIONAL LOADS ."•C - From 365 PLF at 0.00 to 365 PLF at 13.00 =-C From 193 PLF at 13.00 to 193 PLF at 16.88 0 z E— V A �x W5X4(C8 w A W t� W W z z W3X10(CB) Is w THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BEARING BLOCKS: NAIL TYPE: 0.13lx3.O_g_na11s BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 12' 3 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W6X6 - 8) s HS2512(C8) a I'- ( B-5-5 1 8-5-5 J 16-10-9 Over 2.Supports '1 R-3536 W-3.5' R-3004 W-3.5" _T_ k I l 00 /H) � V�- a®. � P-`375" Ft. L' PLT TYP. High Strenth.Wave TPI -95R Design Criteria: TPISTD - a4ge tT man MG.- TRUSSES REODIRE EXTREME CAME 11 FABRICATION. HANDLING. SNIPPING, INSTALLING AND IRACIR6. 4[0,[11 TO 111.91 (HARDLINE INSTALLING AND BRACING), PUBLISHED RY TPI (TRUES PLATE O� t1 L Q W w 7 TC LL �16 SF -'k-E� +p'4; „!7 -49027 A" O7 INSTITUTE. $63 O'DIOFAID DIN.. SOITE 100, MADISON. NI 3771!). /04 SAFETY PRACTICES PRI00. TO D 1 O O P S C 9 9 CT ►[AFDIMING THESE F ICT101S. UNLESS OTBERVISE IRDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ('0,y_ TC L . STNUCTORAL PANELS. BOTTOM CHORD SMALL BATE A PROPERLY ATTACHED RIGID CEILING. ALF11E 116INEEAED BC DL 10.0 PSF DR CA W427 99343013 •*IMPORTANT ' FURNISH A COPY 01 THIS DESIGN TO TOE INSTALLATION CONTRACTOR. PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE 101 ANY DEVIATIDI FROM THIS DESIGN; AMY FAILURE TO It CONFORMANCE VIII IPI: OR FABRICATING. DANDLING, SBIPPIR6. INSTALLING AND ' RDW BUILD THE TRUSSES BRACING OF TRUSSES. THIS DESIGN Coll INS 11Ta APPLICABLE PROVISIONS OF AOS (NATIORAL DESIGN B C L L 0.0 PSF CA -ENG C -SA w L P I N E SPECIFICATION PN9U SHED BI TN[ AN[RICAI 0,0R[ST ANO PAPER ASSOCIATtOR) AND TFI. Al►INE DecD0 9 1 999 � * TOT.LD. 36.0 PSF SEON - 31033 COINECTORS ARE MADE OF [OGA ASTM AGS3 CRYO GALT. STEEL. (ICE►T AS NOTED. APPLY CON*ECTOAS TO EACH ►Act 0► 111 USS. ND OSIASS oTe[*WISE LOCATED OR THIS DESIGN, POSITION CONR[CTONS FIR DRAVIINS 160 A. TME SIAL ON THIS DRIVING INDICATES ACCEPTANCE OF PROFESSIONAL FK{NEESIIG f��PQQI��SJI]IlTY FOR TME TRUSS Q€{IW SMOY�I. Tq SUITABILITY A[0 ISE OF THIS AIS. CIyIL DUR,FAC. 1.25 FROM KD SPACING 24.0" �( ,SOlF47 SOMPOR[NT ( f.6lRb1ENT FOR AN1 PARTICULAR 1UI10111G IS TRI 4fSPlIRSIl11L TTY 0► TH 9UIl YING DESIGNER. ►f0. CA 95822 ARSI/TII 1.1995 SECTION 2. (gage -GAGE - NT4 SCISS) TOP CHORD 2x4 DF -L #1 BOT -CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard ;)LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. a z W2X4 , W2X4 (A1) -,%r z �8-0-0 N-? 6-8-2 ��� 6-9-12 13-5=14 Over `2 Supports R-484 R-487 W-3.5' q -/ •`� b! C �.i � of Ft. d' PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD - 5"a9 .375' C77 •YARNING•' TRUSSES R(OUIRE EXTREME CARS 11 FABRICATION, MARBLING. SNIPPING, INSTALLING AND B,,ACIIO. R[F[I TO B1B•11 (HANDLING 1.11`111No AMD BRACT MG), PUBl1SMED B7 TPI (TRUSS PLATE S01T[ E00, NAOISOI, NI S3T19), f00. SAFETY PRACTICES PRIOR TO �V QY•• w /� TC L L 1 P - - 49023 CT 1RSTITNTE. SOS D'O10FR10 OR.. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC D L 1 0. P E v9 / 9 9 07 �--' PERFORMING THESE FUNCTIONS. UNLESS OTUERNIS[ INDICATED. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PSOF[RLT ATTACHED RIGID CEILING. ••IMPORTANT'• Ftl11MTSH A COPT OF THIS DESIGN TO TN( TISTALLATION CONTRACTOR. ALPINE ENGINEERED O BC DL 10.0 PSF W �sI 'R427 .99343D0a CT PRODUCTS. TIC. SHALL NOT OE IESPDNSIRL! FOR ANY DEVIATION ►ROM THIS DESIGN; AIT FAILURE 70 GB 6 CA -ENG RDW ' WH GUILD THE TRUSSES 1N CONFONNANCE NISH TPI: OI FABRICATING. HANDLING, SNIPPING. INSTALLING AND B C L L 0.0 PSF BIACII6 01 TRUSSES. THIS 0[SIGN WITH AP 1lICAIIE ►tON1S10Ni Of NO2 (NATIONAL OFSIGI SEAN - 31017 ALPINE ANIRCDNFOIIMS SPECIFICATION DNADESHED FOREST AND ,REXCEPT1AS1om AND ITT. t D c 09 1999 * TOT.LD. 36.0 PSF W APPLY CONNECTORS TO CONNECTOR$ ARE Of ID&ATASIR A6S GRAD GALT. STEELNOTED APPLY D UR . FAC. 1.25 FROM KD LACI FAC[ OF TRUSS. AND ONLESS OTHERNISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER 160 A•1. TNI f[Al 01 TRif OKAYING INDICATEf ACCEPTANCE OF PROFESSIONAL [IGIBEERING CN1 . ORAYfICi 4[j�Ojj1BI�ITT jOIELY FOR Ty[ Ijq" CO"PTSFIT SIGN SNONN. THE jQ11AB1111T ANQ QSE ,Oi THIS '4 SPACING 24. 0 ......yy S, �B�. �C. CCFOREST FOR A1V PARTICULAR (GILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER. PER CCAIl IILL..::FFAA' qAI RPI 1.0,915 SECTION [. _ _ _ _ (gage -GAGE - 49026--gage--GAGE HT4A FLAT GIRD TOP,CHORD 2x4 OF -L 41 BOT CHORD 2x6 DF -L #2 3o WEBS 2x4 OF -L Standard =.:'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADS �'C - From 52 PLF at 0.00 to 52 PLF at 13.49 IC - From 203 PLF at 0.00 to 203 PLF at 13.49 z 1/12 PITCH MINIMUM FOR ALL FRAMING SUPPORTING 16psf LIVE LOAD. W5X6 - W1.5X4 IU W2.5X4 0 THIS OWB PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR` DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 P.SF BC LIVE LOAD PER UBC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W5X6 - C1 j W 1 X:zT z W1.5X4 W w we)(4 UI 4-5-8 N -T1 -IA W FIE13-5-.14.Over. 2.Supports - � 1 fes-. 1r R-1720 W-1.875" R-1720 W-3.5' 00 PLT TYP. Nave TPI -95 R Desi n Criteria: TPI STD -.k -7 �"F �tS,ch -.375' Ft. O� [T •'WARN IMG— TRUSSES REQUIRE EITREME CANE IN FABRICATION. MANGLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -sl (HANDLING INSTALLING MD ORACINO). PUBLISHED BY TTI (TRUSS PLATE BBS D'OMOfR10 DR SUITE 200. MD1SD11. ll S])LN)• fON SAfE7T PRACTI C[S PRIOR TO -� NN�� pW W. vL '�1 TC LL a 1 P`S'R"' ,�a "" 0.0 ^REF ' *,27--49026 A TE� 2/09/99STRUCTURAL CT INSTITUTE. .. PER►ORMIRG WISE FUNCTIONS. UNIISS OTNERNISE INDICATED, TOP CMOAD SHALL NATE PROPERLY ATTACHED ( TC D L 1 ok PANELS. BOTTOM CHORD SNAIL MAZE A PROPERLY ATTACHED RIGID CEILING. IMPDRTAR7*• FURNISH A COPT Of TRIS DESIGN TO SHE INSTALLATIONCONTRACTOR ALPINE ENGINEERED BC DL 10.0 PSF AJ GDS 4 7��99343011 PRODUCTS, INC. SHALL 107 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BOILD TN[ TRUSSES IN CONFORMANCE V17H TPI. OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BC LL 0.0 PSF CA - WNG ROW / GW H ALPINE BRACING Of TRUSSES. IN is OESIGI CONFORMS WITH APPLICABLE PROVISIONS OF AOS (NATIONAL DESIGN SPECIFICATION PUBLISHED By IRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Dec 09 1 999 * * TOT L D 3 6 0 PSF SEON - 11-74 Izi CONNECTORS ARE MADE OF JUGA ASTR ANSI 440 GALV. STEEL. EXCEPT AS NOTED. APPLY COINLCIO*$ TO EACH FACE OF TRUSS. AILD UNLESS OnERW[SE LOCATED ON THIS DESIGN- POSITION CONNECTORS PER 190 A -I. THE SEAL ON THIS DIANING INDICATES ACCEPTMCE OF IROiESS10AAl EMG[NEENING THIS DRAWINGSJUS1.0 ASS, Civ1_ l.�tq• qj�¢_ . . . DUR. FAC. 1.25 FROM KD SID 'A' COMPONENTANITT Y PARTICULARLELY FOR ETitsis BUILDING 15 THERESPONSIBILITYOf THE BUILDINGIDESIINERSIFEW op- C�`.�"' SPACING 24.0" 41 SSB w ANIUTfI 1-19I6 SECTION [. 0 e e -GAGE - M75A GIRD .TOP CHORD 20 DF -L #1 BOT•CHORD 2x6 OF -L #2 ,o WEBS 2x4 DF -L Standard �I ,.;ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I n z E-» v a A 0 Ili Ps, THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. GIRDER SUPPORTS: 13- 7- 8 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6� W4X4- � 6 C=3 w z z W04 (Al) to w w z W2X4 4-10-5 8-0-0 ( 10-0-0 I `y 10-11-12 Over --2 Supports R-1556 W-3.5' R-1474 W-3.5" PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD ••WRNING•• TRUSSES REQUIRE EITIEME CARE 11 FABRICATION, MAUDLIN SN IPPIR6, IHSTALLIAG AND AT IRACt1C. IEf[N TO 111.11 (HANDLING INSTALLING AND BNACING). PUBLISHED BY TPI (TRUSS PLATE QW W. H, C" INSTITUTE. $03 O'OIOFRIO OR.. SUITE 200, HAOIf01, YI 57119). FOR SAFETY PRACTICE 3 RACTICEf PRIOR TO PERrOAMING THESE FUNCTIONS. UNLESS OTMEIYIft INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ---. STRUCTURAL PANELS. BOTTOM CHO" SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• ruts ISO A OF TNtS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGINCIREO C " PRODUCTS, INC. SHALL NOT Co"BE RESPONSIBLE FOR TO DEVIATION FROM THIS DESIGN; ANY FAILURE TO IOTLO TII TRUSSES II CONFORMANCE 9I11 TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALL... AND Y ALPINE NRACING 0► TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN c-> srcetnunoN PUOuflco AT rxE AN[Ilnu roncsT ARD PAPER ASSOCIATION) AND TPI. ALPINE Dec 09 1999 C-3 CollECTONS ARE MADE OF 20611 ASTM AAS7 GRAD .ALV. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO i EACs FACE OF TRUSS. AND UNLESS OTHERWISE tOCATIO ON THIS DESIGN. POSITION CONNECTOSS in ORAWIHSS 160 A-2. TIE SEAL O1 THIS MAYUIG INDICATES ACCEPTANCE 0► PROFESSIORAI GIIAFER IIS yA (.J�(f IISPONSIBILTTY SOLELY ran THE TRUSS COMPONENT DESIGN $NOUN. THE SUITABILITY AID YS f OF THIS CA 9x$28 2i1MPDHEAY'Fait I1V PARTIefta T10ILOfliG IS f.E RESPOIISIBILITQ Of THE 1)UILOIRG DESIGNER; PER- ANSI/TPI 1.1995 SECTION I. N -T 5A PO CA - 1 - - F tale .375 Ft. TC LL 16.0 PS lRdE4Kf,? , -.-49022 TC DL 10.0 PSF 96ATF'11109199 BC DL 10.0 PSF DO, CAUSRY27 99343007 BC LL 0.0 PSF CA -ENG %/GWH * TOT.LD. 36.0 PSF SEON - 31011 OUR.FAC. 1.25 FROM KD SPACING 24.0' 0 4 D (gage-GAE - TSM MONO) TOP. CHORD 2x4 DF -L 41 BOT CHORD 2x4 DF -L #1 >o WEBS 2x4 OF -L Standard d'PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. n <r E- V A A O od Y3r A W W W z Irl 5YA III x W2X4(A1) a w K=3 z Q ( � l I—----9-0.4 Over .2 Supports. R-333 W-3.5' R-364 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. t�. Ll -A -� PLT TVP. Wave TPI -95 R Design Criteria: TPI S1 01 ••YARNING'• SIUSSES ![QUIRE EXTREME CARE IA FABRICATION. MAROLIl6. SHIPPING. INSTALLING AND CT BRACING. REFER TO It 91 (NANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE � INSTITUTE, $B3 O'OIOFRIO DR.. SUITE X00, MADISON. R1 S3719), FOR SAFETY PRACTICES PRIOR TO I[RIORMING TR[SE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SMALL MAY, PROPERLY ATTACMED '"-' STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIG 10 CEILING. [T 'IMPORTANT" FURNISA A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. INC. SMALL HOT NI RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN; AWT FAILURE TO BUILD TRE TRUSSES IR CONFORMANCE WITH TPI. OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND ALPINE BRACINR OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN w SPECIFICATION PUBLISMEO BV THE ANIRICAN F00.E51 AND PAPER ASSOCIATION) AND TPI. ALPINE A CalIECTOI AHE WADE 0f IOSA ASTM A6S3 GR�0 GALT. STEEL. EXCEPT AS NOTED. APPLY COMNECTORS TO EACR FACE Of TRUSS. AVD USIESS OTMEAYISE LOCATED OA THIS tf DESIGN. POSITION CONNECTORS PER ORAVIRGS 160 A -I. TME SEAL ON THIS DRAWING INDICATES ACCEPTARCE OF PROFESSIONAL ENGINEER IYG �,,�.�,,,.,f R1I t•199S SEEStuubtILTY SOULY FOR.THE IRUSS 10HPONER"LUGS SHOWN• THE SULTABIIIMAID.USE Of TMLS ^•Y� ++`6"�•"' - CONFDRfAT /OR ANY PARTICULAR BUILDING IS THE RESPORSIBILITY OF THE OVILO(NG 0E5I6NEN. PER I!awm llo, CA 95828 A.1111CTION I. :, W.p, TC 1 t -IqpAl T C D L 0 pt o BC OL 10.0�PSF BC LL 0.0 PSF # Dec 09 1999 * TOT.LD. 36.0 PSF cm%1 OUR.FAC. 1.25 amrA- I SPACING 24.0' - J M Scale -.375' Ft. EF R427--49024 1 12/09/99 D tCAUSR427 99343009 CA -ENG RDW/GWH SEAN - 31023 FROM KD (gage -GAGE - TSS MONO) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 co WEBS 2x4 DF -L Standard 1-1 Ln P:7LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I Ln o ' z H v A 0 W 0L. A W 6WzT 0-5-0 z W2X4(A1) SEE W1.5X4 11 z w If. U1 GYA In 1�. W2.SX4 = �--8-10-10 Over 2 Supports�� R-327 ` R-361 Ci. L1" l PLT TYP. Wave TPI-95IR Desis THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 4-10-5 -D-O CT -WARMING-- TRUSSES REQUIRE EXTREME CARE 11 fABRICATIONg HANDLING, SHIPPING, INSTALLING AND CT BMACIIG. MIR TD 016-91 (HANDLING INSTALLING AND BtAC1Y6I. PUBLISHED BY TPI (TRUSS PLATE CT INSII TIT[. SBS D?ON0FNT0 DR.. SUITE 100. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR TO IEA FOAMING THESE FUNCTIONS. UNLESS OTNERNISE INDICATED. TOP CHORD SMALL MA AL PROPERLY ATTACHED Sl:GCTUlAt PANELS, BOTTOM CHORD St LLL HAVE A PROPERLY ATTACHED RIGID CE IL IN6. C7; "IMPORTAWT-- FUNRISIS A COPT Of TRIS DESIGN TO THE INSTALLATION CONTRA[IOR. AIPI RE ERGIMEEREO PRODUCTS. INC. SMALL NOT OE A(S/0R$1BIt FOR ANT DEVIATION FRC" THIS DESIGN: ANY FAILURE TO ROI LO TtE TRUSSES IN CONFORMANCE W1TN TPI: OR fABAICATING. HANDLING, SNIPPING, INSTALLING AND ALPINE BRACItG Of TRUSSES. THIS DESIGN CONFORMS W171 APPLICAILE PROVISIONS OF NDS (NATIONAL DESIGN W SPECIFICATION PUBLISHED IT TM( AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPiNI A COttECTONS ARE MADE OF ROSA ASTM A,653 01140 OALV. STEEL. INCEPT AS NOTED. APPLY CORNECTORS TO EACM FACE Of TRUSS, ARD UNLESS OTMERWISE LOCATED OI 7116 DESIGN, POSITION CONIECTO IS PER Dl►1 ENCS 160 A-1. THE S(At 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP01SIA1LIR-SOLMI IDA TEL TROLS COMPONENT DESIGN SMQWN. THE S111TAB11ITT AND 175E OF THIS CUP 9S8Z8 COMPOREIT FOl AIRY PARTICULAR IIILDING IS THE RESPOISIBILITT Of THE BUILDIAO DESIGNER. PER ARSUTPI 1.1916 S[CTIOI 1. W. Dec 09 1999 X55 94/jZ�?/ CA - 1 - - F Scale•,o-?-.3750Ft. TC LL 16.0 PSF REF R427--49025 TC DL 10.0 PSF DATE 12/09/99 BC OL 10.0 PSF DRW CAUSR427 99343010 BC LL 0.0 PSF CA -ENG ROW/GWH IN TOT.LD. 36.0 PSF SEAN - 31026 DUR.FAC. 1.25 FROM KD SPACING 24.0" JW: GABLE ENA DETAIL MAX. WEB LENGTH MAX. N W/ SIP.OIIGBACK BP.ACE ( S ) SIELNIGBACK 2X4+ (:IAII` iO T:EDGER 12;; O.C. ► (BRACED AT 55' O.C.► 3X4• 13-6-0 BRa[E p A35 LEDGER, (NAIL 113( K 10 VERTICAL V2- 10d NAILS) GABLIy� (K) SPACING FOR 113 = 56.0' O.C. REFER TO SIFPSDN CATALOG C-9414-1 FOR PRODUCT ATTAC1i11ENT SPECIFICAIION (ATTACH A35 IN FI DIRECTION (PI: (G) SI) /(N) OR F� BTR STP.ONGBACKBRACE �I Ilan / \SI �•.\ \ . (PI) PEAK PLATE 10 `(RICH CDlW0I TRUSSES. (SII SPLICE PLATE TO HAICH COMMON TRUSSES (HI ► FEEL PLATE 10 MATCH COMMON TRUSSES. (0) OPT10I 10 WEB PLATING: USE (31-2' WIRE STAPLES (0.072 DIA./15 GA.) IOENAILEO IIIRU CHURO IN10 WEB 6 IHRU WEB INTO CHORD 01 WE FACE FOR A TOTAL OF 6 STAPLES. (PI I. ( SI) L (HI ) MUST BE PLATED. (G) GABLE ENO OESICIN BASED ON 751IPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HE 1011, i ROOF MATERIAL / (C) OUTLOOKER GAELE END "ITS 76 - 10d COFIhUN BLOCK IIAILS I AGONAL µ 000 3-10d \� 13P.ACE, NAILS EACH ENO 2X LEDGER rf II\CE11MON /II TRUSSES STRONGBACK (M) BRACED AT 55' D.C. (C) 1X4 CONTINUOUS LATERAL BRACING FOR BRACE (STP.ONGBACK) MEMBER. LONGER THAN 72'. ATTACH AT MIDPOINT 01' EACH BRACE W/2 -8d CCOMMON NAILS. GABLE END 24' MAX ,�� / NOTE: CIUIP.OS TO BE 2X4 FIR -LARCH 92 HIN. NUPE: IIIIS DETAIL MAY BE USED FOR TRUSSES Willi PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH MAX. N W/ SIP.OIIGBACK BP.ACE ( S ) STANDARD 2X4+ 0-1-0 3X4• 13-6-0 OIIILOOKER OUTLOOKEP, C:1HTERIA 3.5' MAX. TV. 110TCH a 24' O.C. 1.5' MAX, 12' MIN 24' FLAX 2x4 F.L. LUMBER GRADES HAX. LENGTH WITIILUT BRACING (N) MAX. N W/ SIP.OIIGBACK BP.ACE ( S ) STANDARD 5-11-0 II -t0-0 pl 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 O O O O O [� O C=3 O C=3 l� O O O I= p O C� o �ALPINE� � O O O TRUSS c=3 O l= L'.7 l� Cl C) O C1 Mli IMPURTANT)(WLPIIE ENGINEERED PRODUCTS. INC. $HALL NOT BE RESPO/p ISLE FOR ANY DEVIATION ►PON THIS DESIGN OR HESE SPECIFICATIONS. OR ANY FAILURE 10 BUILD 119E IRuSS IN CONFORMANCE 111111 OSIBB BY IPI. ALPINE CONNECTORS ARE KAM Of ZOGA QALY. STEEL HEEIIID ASIN A446 GR B EXCEPT AS IIOTEO. APPLY COIAECIOns 10 EACH FACE Of InUSS Alp UNLESS OIHERwISE LOCATED ON 11119 DESIGN, POST ITOM COIUECIOns PER ONAYImS 170. ISO G HBOA.F. DESIGN SIANOAPOS CONFOPN N/APMICABLE PROVISIONS OF MM G IPI. AN EIWIIIEER'S SEAL ON THIS OAAMIIIG APPLIES 10 IIE COMPONENT DEPICTED HERE H1H ONL/. AND SHALL 1101 0E PELTED WON IN ANY OIIEn uf. •..IPI - II\HSS 1ryAl! 1lrllllllE. DAIS - 1!191 11Allnmi, UESIGH WARNING1RImE9IEOUIRE EXTREME VNE ESSI IN NANDLING. ERECTION ANO BRAC111G. SEE NIB -91 B! IPI. SEE THIS DESIG FOR ADOIIIONAL SPECIAL PEPNAIENT BnACIHG ,p Gy BE LAI eSS OIIEPMUSE INDICA LEO, [IDPO SIIAII BE LATERALLY BRACED WIIN PR i f^ CHOAG,QUIAESHALL LT ATIACIED RrHaoO SIEA11111c, BOtiW CI 11% V N�,C/3045 I MIIN PNNDP[PlY AIIACIEO RIGID CEILING -- E ALPINE TECHNICAL UAMDAIE 11/1/911 FOR ETT. DRYWALL APPLICATION. fUISHSH A COPY Of III OESICN IO UIC IRUSs Erccnml CMIINf.IOR, f 1'IY1� ��' SPECIFICA11011 FOR WIMII CNIISInILIION r'�I FGA� / b "—y B�(T��yDL I 6 8C L TOT .`LU. OUR.FAC. SPACING 5LALt U.[z)1 30.0 PSF REF PSF DATE 1.0/31/94. �5PSF ORH CD 112 @/1/ f�CllskM —ENG PBC: III a:z a OEIAII,.-02 ALIEIUTAIE ORACIIIG NOTE: SATADIIOTl:1'IIONNl11El1EL FOR LUIIgER. PLATES. AND OTHER TRUSSES REQUIRE EXT[IEIIE CARE IN 11AND1_]NG ERECTION ANO BBAC1NG. REFEII TO 11$1 II1D-111. SLE 1II1S iIESIGN 17011 ADDIIIONAL SPECIAL PERMANENT BRACING OEOIIIREMENIS. f(IMESS NTHERHISE 111DIVATEO, TOP C ann SHALL IIF I.ATEOAI_LY I 1111AM NG. SIIL'ATIITIIG, (IOTTOI4 CIIOIIONTi NPEDLYATIAC NE or, . WHM JA) OEXL-•OIIAI_I.Y11—FIR Oil SPAUED. DAT1'Al:I1C111111111I?.IISOdANATI S.Dt11111AU111,0 UHUAMITAL 1'O DE SUPPLIGO ANO AITACIIED AT IIQTII ENDS TO A TAOLE SUPPORT DY EOECTION C011111ACTOR. MANY OF ME BELOH HENT IDUED BRACING TYPES MAY Of GIMST 1 TIITEIIII PX4 'T" MIKE. SAIN GRADE AS IWO IIEHOER. ATTACH W1111 IFill NAILS 0 4" O.C. DIMING MATERIAL TO BE SUPPLIED DY EIIECIION CONMACTON. HAILS 0 6" D.C. SBRACINGOI ATERIAL TQIIOERSUPP IED IBYITII I6A EIIECTION CONTRACTOII. 2X4 '1_' DRACE. SAME GRADE AS WEB HEI.1DER. ATTAC.II WITH IGII NAILS a 4' OC DRACING MATERIAL TQ DE SIIPPLIFO OY EIIECTION C01011ACTON. SCAB BRACE SANE SIZE, GRADE AFIO LEIIGTII AS UEO 11ENOFR. BETS PPLIED BYt1HAILS EIIECTIOPHI CONTRACTOHTACIIIG FIATERIAI_ TO SEE 001GIt1AL OEUIGl1 Fon FROM 0EI(VISI0117 P1 T vP . _ ALPI Hail Iflu u L- m erne ul:neuu 3talucro fie. MM :c-- Uo0o1 99 -o"99 -o" .t o 0 o q o cmIIIP0f1TAl1T�HfrotL .10) P: ntraltlKu la1 qv P1AT11'IING1! wlclrc. IAccnwl Me 0AAC3 01[11110! font 1103 017101 EA 11[it vt[Ifl[IIIIgI, at lot/ plel'n. XL IIId 11 t1 let. fit fill$ 1111150 = fill SAL IE PAID 11{ IP'1I[ III WIf0111U[E'111110$111 11 lel. Id1 N7111t11tL ItlCllt MIA101111 11PACIA:. P[ wlot Iv.[Crw; lA! wat or 7X.1 N[r. $ILL N([111a Alin M/II[A111113. 01111$ 011[INI1E 110141[0. lo► o AA1t ul 1 [Ac1L aloud.nl l calccIIt1roc ct 0.410 11,01► EE wuuu't Ertcm !1111 Hour IIo.:oN1Q15 r1Ylf 4J 1+4111 OUltt11111W11td 41'1 t0►Wl r/lllllulY UllalO f►WttO 0[11110[17 uunal t1t1A► 6501C� Oda ta1011 t11 0040,11 11L M E Iwbl. oil Ul IlhulrM r11U fraltlt.l A111D(0 PAID Ultllll -- tif wl. m 1616119/••$ 11,1`11{ Katll[x tt0u1 ulllel rat ffutdKIl 01 I•li 011014 +"31111 10 lug W!'4VIl 1[01[1111 1'M 0111111 1/1L1411a1. ILY111Yt 1 a1`'/ OI 1111$ ���. (I 1�1 alt. 110 1[111 IUI 11 1{1110 Y►al 111 4+11 111614 tl/. Iatlll I! 11{ IP01f 1°([(101 t1t 1110[1061. '•�Ui�t.rl11� A Q o o Ca . i►I�fi�,!,Ilt.►I Iii_I�a 11191Liia -•1191 111110114 K71N1 iticliltiilmi fm -rood V01111�:11a0 TC Ll_ 30.0 PSF P1;F ng92-=82293_ TC DL 15.0 PSF 11C DI. 6.0 PSF wit C0103 OC LI_ __0.0 PSF =fllr FIM,,/ IDT.1.11, 50-0 I1SF �LL1t!t; IUQ ___?4..0" TRUSS BRACING/BLOCKING DETAIL TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. • �: i TRUSS BRACING/DLOCKING RETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE 1RUSSESA AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS, (A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT DY ERECTION CONTRACTOR. (N) HEIGHT OF TRUSS AT SUPPORT. I Wk (D) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. BRACE IUIY BE LOCATED ON EITIIER FACE OF VERTICAL. �_1 TRUSS (A (D) V VERTICAL WEB (BD) TING SECTION S -S (T) - TRUSSES (P) SHEATHING APPLIED TO TOP CHORD. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGIIT AT SUPPORT IS IU.� R LESS, DIAGONALS NOT REQUIRED. 4 (BB) BLOCKING TO BOTTOM CHORD OVER PPt 1�/� 3 OR BETTER 2X SIZE 8 APP X RO 5 OF BOTTOM CHORD. PLT TYP. Wave TPI -95 Design Criteria: TPI -95 STD 18.,2c3 CA - 1 I - 1A I O ••WARNING-- TRUSS($ REOUIRE EITREME CAA[ IY fABR ICAIIO:, HANDLING. SNIPPING, INSIAIIING AND BRAu :G. 11111 to xIB•f1 (MANOII G IRSIAt AND BRACING[, PUBLISM[0 BY TPI (IIUSf PLAT[ �rlESS10 TC L L p 0. 4 2 7 1:ffllUi[. SB7 O'O:Of IO OR., SUITE 100. MAOISO:, YI S]71YI. FOR SAF... VRACIICIS 1.100. 10 R O ,[:FORMING 1H[S( FUNCIIORS. UNLESS OTHERWISE INDICATED. TOP CXORD SHALL HAYI PNOP[RlY AIIACHED AyO • '(rtp C T C D L A •� 1 / 12/94 Q Q STRUCIURAt PAILS. Notion CMORO ALL HAVE A PRO►[ALT ATTACKED RIGID CI[L1NG. B C D L '•IMPORTANT•• FVNIISM A COPY DI INIS DESIGN 10 THE IRSIAtLAIIOI CONTRACTOR. ALPINE ENGINEERED N may" A T T T N-�--. IROOUCIf. I:C. SNAIL NOI B( RIIPO:fIBL[ FOR ANY OEVIAIION FROM THIS DESIGN: ANY FAILURE l0 t� F OZ�TRUSS� 1 Y1 1� O IYIIO TNI IRUSSIS I: CO.FOAMAICI YIIN 111: OR FABRICAII:G, HANDLING. SNIPPING, INSTALLATION OR pWC I * L L LL 111 BAAC[RG of INUSSES. INIS DESIGNCONFORMS YIIN At P(ICAB I PROVISIONS OF NDS (NATIONAL DESIGN TOT LD. DRW 3 4 ,634 SPECIFICATION PUBt (SHED BV THE AMERICAN FORE Sf AID PAPER ASSOCIATION) AMD 1P 1. AI PI N[ CONRCION AR(MAO( of TOGAASTM AEf7 GRVIS(]/ GAIV. SI[[l.TIC1 AS:01[0SI . AP/LY CONS[CIORS 10 * CIVN� '��� DUR .FAC. CA- E NG M CWC DRAWINGSAC I [ 170. TRUSS. IED AIDN III A`F. OA: E(NOIR[(!`S IS[AINONKIHISID:A%IG0A1►IIISCOILYNNIC To INE[ OISION �llrf OF C�L�EO /` O O O O OF IN( "0 A VSS 'I. CT H(:E AND SNAIL N01 BI :(I IED UIOR i1 A:Y OINIR WAY. SPACING SEE ABOVE A"'p JDA:' TFIIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 OINENSIONS) SUBMITTED BY TRUSS ('I . [ r . O D.C.RUSS PROFILE A/ 24" FORMING TRUSS PROFILE WITH 40" O.C. FURRING 11ID. CRIPPLES PLANE BUILT-IN CRIPPLES Bo (REMAINS IN PLANE 'I r (REMAINS S) --I pp WITH TRUSS)I NITIT TRUSS) N6 HIP CHORD EXTENSION I -PLY U6 HIP WITH FUR I -PLY (0) TYP. �[� 115 IIID WITH FDP. I -PLY (0) TYP. ��� N5 HIP WITH FUR. I -PLY /N4 IIIP WITH FUR I -PLY �= /N4 IIIP CIIHP.0 EXTENSION -PLY #3 HIP WITII FUR I -PLY SETBACK,- H3 fI1P WITH FDP, I -PLY SETBACK �1 —� /N2 ((IP WITH FUR I PLY � /q2 IIIP CIIDCD EXTENSION I -PLY —C 111 IIIP GIRDER' 1(D) (D) (B) (B� (D) (B)� ql HIP GIRDER MAY 1L1 BE MIJLTIPIEMEMBER ,T it C( BOE MULTIPLEMEMBER ���—�r % ��Z PERMANENT DIAGONAL BRACING (B) PURLINS SPACED @ 24'O.C. TYP. APPLIED TO TOPSIDE OF FIAT TOP (CONTINUOUS 2X4) CIIIP.D BY ERECIION CUNT RAC IOR (0) CRIPPLES SPACED 24' D.C. TYP. (SEE BRACING OLIAIL) (D) FURRING & FLAT IC' SAVE SIZE AND SPECIES AS DESIGN • NOTE: SEE OPIG114AL DESIGN FOR LUMBER„ PLATING AND OTHER CRITERIA NOT SHOWN HERE NI HIP ( MAY BE 1 ,JACK RAFTER RIGID CONNECTION DETAIL, SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS, p E= O O O O O T= c= C=:) O O O O O O p E_ C=ALPINE � o TRUSS o JACK PAI -IEP. \ \ PERMANENT DIAGONAL BRACING (B) PURLINS SPACED @ 24-O.C. TYP. V APPLIED TD TOPSIDE DF FLAT TOP (CONIINUOUS 2X4> CHORD BY ERECTION CIINTRACTOP. (I1) CRIPPLES SPACED 40' D.C. TYP. (SLE BRACING DETAIL) (U) I-IIRRING to FLAT TC SAME SIZE ANU SPECIES AS DESIGN, *,NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN MERE. PED[ANENT BRACING START OF TOP CHORD FLAT TOP CHORD EXTENSION (TYPICAL) (SLOPING 1 AT NI HIP, REFER 10 ORIGINAL DRAWING FUR MUPE INFORMATITI * SEIBAC L DETAIL - SECTION A -A START OF THE TOP CHORD PURLINS EXTENSION (CONTINUOUS) (SLOPING TO FLAT) \ Rour- SI IL•ATI I I NG %—Z PEPMANI:t U A T AT ALL HIP ENDS AND JACK RAFTER AT APPPUXTMAIEI_Y 20' INTERNALS OR LESS THEREAFTER AND AT END BAY. (I)t NEVE: PERMANENT DIAGONAL BRACING NAILEO IU IINDEPSIDE OF FLAT TOP CHORD PREVENTS LATERAL MOVEMENT Or lUP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON END•JACKS, AND JACKS ARE PROPLRI-Y ATTACHED (SEE DETAIL] 10 NI HIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT HI IIIP, III]WEVER, PLACEMENT @ 20' INTERVALS IS STILL P.EOUIREO. ) Aev 17.3x3 AT EnTS- INC xxIMPORTANTSMLLNOBRESPOBL FOR ANY DEVIATION FROM 1111S DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIUS BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM &046 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER DRAWINGS 170. 150 C 100A -F. DESIGN STANDARDS COLIFORM W/APPLICABLE PROVISIONS OF JUS C IPI. AN ENGIHEER'S SEAL ON IVIS ORAWIIU APPLIES f0 THE COMMNENT DEPICTED HERE IN OKAY. AND SHALL NOT BE RELIED UPUH IN ANY OVER MAY. IPI - IIn ISS t'I All IV_II IIIIE. MGI: - 1971 IIAI IDIIAI Of N5HADLIGEXTREME CARE WARNINGT1NN.ERECTION AND BRACING. SEE HIB -91 BY IPI. SEE 'HIS DESIGN h FOR ADDITIONAL SPECIAL PERMANENT BRAC114Gnt `` cj_c OUIPEMENIS. UNLESS OTHERWISE INOICAIEO, TOP OC CHORD SMALL BE LAIEPALLY BRACED WITH PROPER OCI LY ATTACHED PLYWOOD SHEATHING. Bat IUN CHORD Willi PROPEPLY ATIACHEO RIGID CEIII "G;_ SEE ALPINE TECINOP ICAL UPDATE 17/1/911 FOR PRER DRYWALL APPLICATION. FURNISH A COPY OF 11115 DESIGN 10 TIE TRUSS ETEC110H CDIN MC10R. .II Sf+EC If If.411011 FOR WE OOD Call`iIRNCTION ��Slp/y TC LL * PSF w• C �� TC DL * PSF REF R427 -- DATE 04/ �O BC DL * ■ ORW 01108 ■ � ■ ■■ •"tee BC LL * PSF CA -ENG PBC 69 LD. * TIDT=AC PSF OUR. FAC. ' a„a \ Rour- SI IL•ATI I I NG %—Z PEPMANI:t U A T AT ALL HIP ENDS AND JACK RAFTER AT APPPUXTMAIEI_Y 20' INTERNALS OR LESS THEREAFTER AND AT END BAY. (I)t NEVE: PERMANENT DIAGONAL BRACING NAILEO IU IINDEPSIDE OF FLAT TOP CHORD PREVENTS LATERAL MOVEMENT Or lUP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON END•JACKS, AND JACKS ARE PROPLRI-Y ATTACHED (SEE DETAIL] 10 NI HIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT HI IIIP, III]WEVER, PLACEMENT @ 20' INTERVALS IS STILL P.EOUIREO. ) Aev 17.3x3 AT EnTS- INC xxIMPORTANTSMLLNOBRESPOBL FOR ANY DEVIATION FROM 1111S DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIUS BY TPI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM &046 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER DRAWINGS 170. 150 C 100A -F. DESIGN STANDARDS COLIFORM W/APPLICABLE PROVISIONS OF JUS C IPI. AN ENGIHEER'S SEAL ON IVIS ORAWIIU APPLIES f0 THE COMMNENT DEPICTED HERE IN OKAY. AND SHALL NOT BE RELIED UPUH IN ANY OVER MAY. IPI - IIn ISS t'I All IV_II IIIIE. MGI: - 1971 IIAI IDIIAI Of N5HADLIGEXTREME CARE WARNINGT1NN.ERECTION AND BRACING. SEE HIB -91 BY IPI. SEE 'HIS DESIGN h FOR ADDITIONAL SPECIAL PERMANENT BRAC114Gnt `` cj_c OUIPEMENIS. UNLESS OTHERWISE INOICAIEO, TOP OC CHORD SMALL BE LAIEPALLY BRACED WITH PROPER OCI LY ATTACHED PLYWOOD SHEATHING. Bat IUN CHORD Willi PROPEPLY ATIACHEO RIGID CEIII "G;_ SEE ALPINE TECINOP ICAL UPDATE 17/1/911 FOR PRER DRYWALL APPLICATION. FURNISH A COPY OF 11115 DESIGN 10 TIE TRUSS ETEC110H CDIN MC10R. .II Sf+EC If If.411011 FOR WE OOD Call`iIRNCTION ��Slp/y TC LL * PSF w• C �� TC DL * PSF REF R427 -- DATE 04/ �O BC DL * PSF ORW 01108 BC LL * PSF CA -ENG PBC LD. * TIDT=AC PSF OUR. FAC. ' 29 Rli::re-i= PJLOCi� 1 Lo►Yo1r• - -�� � —�� FLS N .I J?•c �c . 2-4- as r1•Acv. G'NII, —� ...HIP TO RIDGE- - A �L�lf�b =�I• �II . NIP MA•GsiIC� ��'� I _ T� op NIP K4*W w1 NIP oA-4wT : R -1.1. ,.. - 4 *-b HIP TO HIP MASTER B G�t�4�sIIL�I.ou STANDARD' HIP DETAIL LONGFEL.LOW LUM13EFI CO. CHICO, C'A. (916) 893-0112 1.5X3 RAFTER \ n "' CEILING .JOIST LIVE LOAD IPSF) DEAD LOAD IPSF) DURATION FACTOR SIZE GRADE MAXIMUM CLEAR SPAN RAFTER SLOPE <, 4:12 16 16 30 30 LDWI n STANDARD JACK DETAIL n c SPACING o 24" O.C. 1A DEFLECTION CRITEIIIA: to to (LIVE" LOAD) RAFTER SI.013ES < 4: 12 - L/240 1u ry RAFTER SLOPES > 4: 12 < 12: 12 ^ L/100 CEILING JOIST - L/240 IT IS TIME RESP014SIBILITY OF 111E BUILDING DESIGNER AND --,TnUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING I LUMBEII TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO T11E AIICIIITECTUnAL SPECIFICATIONS I AND FABnICATOn'S TRUSS LAYOUT. I 1 yJ 2X4 DIEM -Fin STANDARD -ni-oMinim IF RAFTER ido"r SUPPORTED AT END 10 15 10 15 25x 25% 15% 15% 2X4 11 FL _ 9-2-0 .• 8-7-0 -' ' _0-11-0 12-6-0 13-1-0 7-11-0_ 0-5-0_ 10-9-0- 11-10-0 2X4 SS FL —9-6-0 2X6 11 FL 13-4-0 2X6 SS FL 13-11-0 RAFTER SLOPE > 4:12 ©U1 ,7_'12 16 16 30 30 10 15 10 15 25% 25X 15% 15% CEILING -JOIST 9 1.00 -41AXIMU4 CLEAR SPAN -- 7-5-0 -- - 0-11-0 0-4-0_— 7-10_0 _ 7_5_.0.__.. .0-0-0 9-3-0--- 0-7=0 -- -0=2=0-- . =IU=�. -- - - -- .9=0=O 10-2-0 12-3-0 11-6-0 10-9-0 10-3-0 13-11-0 I1-4-0 — --- 12-8-0 — I1 -I1-0 11-4-0 10-10-0 13-11-0 HHIMPORTANTHHA1r11FwG11r1IEu rl.lmt:ls. tlr.. WARN INGI:'ns"s n[OulllE[[IIIEIEc `` '% REF 8992--90913 DATE 02/17/93-. [= o 0 o C= I� SI LAI$ 1101 Dr IESI.01MIME ral Atlr 111 IIAISII.UO', [IUCIItNI ��P [= l= 0[r1AI1011 rrm" 1111s I)tSlrll On IIES[ SIY:r.1r11:A11UrS. ISO Allt rMAC1110. SEE 11111.01 Dr IPI. 511 1111f Il 0 0 0 o r►IttulE 10 1101[11 IIE MISS 111 Car 01WA1113 M1111 OSIIOI Or 11'1. 1011 A001111.Ut SPECIAL "C"PIA'It111 Oil IIAIIGA11 ORW CD101 .O rJ r_I Atrul[ C011ECI0n' ARE NAD[ Or 70GA GAIV, SIM Kt1In0 ASTM N Ilolt0. AMI CaE11GID111 10 (AC11 rACE Or a1uE1E111s. U14ASS n11rIM1SE W nn'V SIIAtI OE ME11AI.I I ASIA f.E11 MIM I IK -*Volo Pe 6 JACK DETAIL _ 0 0 o t= AA's Gn u toctrl CA-ENG JS C ALPINE o Onus' Ale O14Es/ o..*nw ,; tOcA UD 011 Ill's D1f IG1t/1011/1011 11 AIIACIEO rtrMOt01 NG11u01G. 0011 ID 0 1= ColrEctons rin on IM III'S q0. ISO t IGeA•r. OESIWI S171uAlus it 01111 rlvlrult AIIA1:1E11 n1G111 U11.11 -• IA/V011 rim Pilot CIV��. 6 ems+ TRUSS colron/'/AIYJICAnI[ IY'als'mis of pus A IM. A0 1'n11cIO.1 "ll"'u111Et 10 114 f.1ltPa rul OLr 11:aO IUE a.ruE t1.t1u11:11 IA•11A1[ m11NAlt AI'11.ICAIIISI. IUI,II:JI A cast or Sell t C C��\` Q [= 1OJ" 611E 011 IIIA OnA IN 01EY. Ale 11uLL Inl 0E n1Uto 111,.1 (11 AIII Oltrn MAI.• l CI11tAr.1m1. IESIGII 10 IIE AMISS [Dl CllaU C Of .. t1 = t E7 Gr --11 O --- ------ ---- •••u•1 - .lss rlut unnunl, u1; -rant 11411111841Irslcn �1•rl:n 1r.luml nvl .unn rnr.u,lr.luln u .. r— C) —4 00 rn rn (GAGE -}ALK IN 806 GAGE - 71 SCISS TOP CHORD 20 DF -L #1 BOT.CHORD 20 DF -L #1 WEBS 20 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. w4X4 - THIS DM6 PREPARED FROH COMPUTER iNVOT (LOADS R OIHERSSOHS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.6.0. RESEARCH REPORT 12949 AND ER -5352. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00" O.c. RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2.5X4(A1) m 4Fz•o•o;.J t�z-o-owl -6-0• {� - 8-6-0 94 17=0-0 Over 2 Supports 31 "I R-716 N-3.5• R-716 W-3.5° ve irL- +17-4-12 5 R Desi n ergong: iri-y5 aIU .x)H8`' fRDSSEi RCONRE RONEHE CARL m FI�AitICAT10N. NAROuNo. SHWPttlf. INSTALLING AID TPI PLATR W. PAC1Na. SAFER To 506.91 61AMLEAS INSTALl196 AND 9"91 ll), MtIsHEo By (TiM rOl SAFETY PRACTICES PRIOR TO I1IaTITDTL, BBT 0.Omri0 DR., sum too. MIS"- H[ 6]n9). SHhLL RATE PROPERLY ATTALNED SA l 6)6 '9E STRUCTURAL IMM. OTTO CH AD SHAtLL�HAVE PROPIAl1 ATTACHED CEILTNO A CIPT•OF THIS OLSE61 TO THE 1MMUT[® CONIHACTON. ALPINE iNS]NUM r&Gm .10aLNIp. TaMil PRamm. in. SNAIL OOT Of RESMSIBLE FOR ANT MYIATIGN 8011 THIS DESIGN: ANY TLONR 10 6 It LWITH IFT; 04 LSI CGH CCHF41HS OUR APFIU6Li PW SIOSOF NO (MEDIAL DESIGN gWof,OP sMtf[CATEOR PIOUmw 1R THE AHEHICAN FOREST Al* PAPER ASSOCIATION) AND M. WINE A653 0240 TO 9NOTED. APPLY RS TO CORRECTORS PER FTp=, Kmt � IDEA AM OTHERN OHETfl It DESS GN.PI E�ACfl"fKE1 qE LOCATIPOSITION OF IONAL IOfETHIS OAARU o40IYAY-SMETHE LT, FOOQ. SEALITY AND USE UUSSICowaxtRIr OfS16NTSH0NHES UPUTHE SUITABIL COMINTLR 6U1101N0 IS THE RESPONSIBILITY OF THE BO[L0[R4 DESIGNER. PER HfPA R[W T CAI -/11 -1 -I -1r TC LL 16.0 PSF TC OL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" REV R 27'- 6 DATE 03 ORW ciUSR42on CA -ENG SAM/CMC SEAN - 27045" FROM MC N CV 1i M-[ .4 i a IN 808 GAGE - ISGE1 T2 TOP CHORD 2X4 DF -L #1 DOT -CHORD 20 DF -L SS WEBS 20 DF -L Standard :Y2. 143. V4 20 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. THIS GIRDER DESIGNED TO CARRY 10-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. GABLE STUDS HAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ELEMENTS TO TRANSFER HIND LOADS TO CEILING AND ROOF OIAPHRAMS. SEE DRAPINGS C0122. CD123. AND 3.027.999 FOR GABLE END DETAILS. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" o.c. IN AODITION, A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X6 m W4X6 (C5) r. nun e"rOAOrn rOnN rANO1111`2 INPUT (LOADS b D1NENS108S) SUBMITTED BY TRUSS MFR. BEARING BLOCKS: HAIL TYPE: lod_box...nalis BRG X -LOC #BLOCKS LENGTH/BLK JNAILS/BLK 0 O.DOO' 1 12" 2 1 16.708' 1 12" 2 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES, SI2£ & GRADE AS CHORD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT ¢2949 AND ER -5352. STRUCTURAL GABLE TRUSS FOR AN ENCLOSED BUILDING. GABLE FACE FILL LOAD NOT TO EXCEED 3 PSF AND 12' MAXIMUM GABLE ENO EAVE. TOP CHORD MAY NOT BE NOTCHED FOR OUTLOOKERS. 2x4 LET -III VERTICAL WEBS WITH W1.5X4 PLATES. TYP. RECVHgB-CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-PT95H-1' FOR MAILING SPEC IfICATIONS. SUNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. T 0) ANN 'A4X6 (0) = +17-4-12 B-6-0 8-6-0 _— 1 J 17-0-0 Over 2 Support 51-i R-3321 14-3.5' R-3321 1-3. Note: All Plates Are W1.5X4 Except As Shown. — U...... TUT - OGL G ria: TPI- ••t1ARRUU^ 1R — �"^� "� -- PRBl1SNE0 0T TPI (TRO SS PLATE BNAt1A0. FA " TO Nll-Ss (OA j73 INSTALL]NG AAD BRAG]NGI. IASTITUTF, NA3 0.ONO/10 OA.. SUITE SBO. MAXIM. III 13711), FOR SAFETF PRACTICES FRtOI TO Top ITAUCTIK11 TE THESE TAM3 FUNCTIONS. UNLESS RD SSALLHENAYEBA PIOOPLNLTOATTA;LM DOED EIO[OµCE(U14,PEOP[ALT ATAW70 ••IIIPORIART" FIANISN A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE [AG[REER[0 iAOOUCTS, INC. SMALL BUT BE EESPONSIBLI FOR ANT O[/IATION FROM TMIS HS14N1 ART FA IULI ID IG]LO THE WAS[$ IN CONYORIW" AITN 'Pt: OA FABRICATING, NANALLIG. SKIPPING. IIISFARIAOs AM MAC 'In 0/ ULOt3. 1013 OESICN CORIOTGm WITH APP1tCA1LE PEOYISKM Of NOS (NATIONAL 013114 SPECIFICATION PUBLISHED By TRA. AMERICAS FOREST AND PAF[A ASSGtIATIGI) Atm TPI. ALP IME CORRLCTOts ARERIA[ Of LOCA ASTM As" U40 DALLY. STEII. IECEPT AS YITIO. APPLY COI[[rdOAS TO [ACM PAIL 0/ TttlSS, AND URLES3 OTHIRNIM LOCATED 0.! TMIS 0[SIGR. POSITION CONNECTORS PLA. ORAVINGS 160 A-E. THN SM 01 THIS ORAYIRA IAOICATIS ACC[PTAMC OF FAOFLSSIONAL 1AMNIVER1NG PT0dUC%l[1 R13101SIRILI TY FOLIST FCA TTR013 COR[ NIOJLNT OISIGI $Iwo. IWITABILITY ARO USE OF THIS A956EB CONMEIT FOR AMTN. T PAAI[CUTAI $910116 IS TNA RESJOISISIU7T OF TME WILDING OESIUEA4 PER AAS1fIP1 1-399F SECTIpT 1. TC LL W.P-13W, TC DL 10.0O SC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE CSt,ale -.375"L "— 27--40693 03/19/98 �JSIS 427 98076010 CA J/CWC SEON - `27300 FROt9 `MC' • r-1 OD rn a .a (GAGE -WALK IN 540 GAUL - Ts TOP CHORD 2x4 DF -L #1 BOT' CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. TUITC nup- movpAcrn VOW tnt1POTER INPUT ELOADS b DIMENSIONS) SUDHITTED BY TRUSS HER. CONNECTOR PLATES HOST BE INSTALLED IN ACCORDANCE WITH THE REQUIREHEHTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE KITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). IH LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0.24.00' o.c. IH ADDITION. A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00" 0.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 X4(Al) - W2.5%4 0 L*2-o-o.l 10-0-0 ! 10-0-0 J -20-0-0 Over 2 Supports 1 R-824 H-3.5' R-824 W-3.5° -9518 Design Criteria: TPI-95(si% opm ---�_____..-..-__ e.m�rC tut l2 FUBIICATTGR. HARDLINE. IR[PPEMH. IMSTAULMO AND -RARRma-- BIACnd. Bum ER 111.91 ERAMELENG Il2TAtlIlO AND RRACINO), Pu ISM DY TPI (TRUSS PLATE � last [Tm. TRS B'OlIF1E 01.. SUITE 100. MADISON. V] 5371911, FOR, SAFETY PRACTICES PRIOR 10 TRES[ 10RCTI0IS. EEL[SS OIRENVISE INDICATED. TOP CHORD SMALL HAVE PROPDILT ATTACKED PERFCMO STROCTIRM CAUSES. BUYEIN CHAIN SWIL HRT[ A PAOPERLY ATTACHED RIGID COUNT1. IN63HUXED `IMPORTANT" IlRIO SH A Coy OF TRES DESIM TO VH[ INSULLATIOM CONTRACTOR. AIPFNE TO N� ►ROOT+CTS. IRC. SIALL NOT FI RIV0119tE 101 ANY DEVIATION /NOM TMS DESIGN: ART FAILURE BUILD TTIE (MOSSES U CNlFOWitE PITH TPIL 01 FADRICATIRS. 12UD1IM SHIPPING, ERSTALLINO AAD TRES BESIGV COM►OIHS VETO APPLICABLE SMtDE $lou OF NDS 1NATIONAL DESI(1E UACIU OF TRUSSES. SPECIFICATION PORLISNEO BY Tot AMERICAN FOREST AND PAPER ASSACIAFIOR) AND TPE. ALPINE con To s ARE RADE OF 2004 ASTM ASSR 8540 BALM. STEEL. ElC[PT AS NOTED- APP1T COHNECTURS TO FAAH F►C[ OF TROSS, AND URIESS OTHEAVISE tDCATED ON TRES DISIRM. POSITION CONNECTORS PER 7 SIONAL OF TABEL2EIY TFOR SIRE rAX S DIAVIND INDICATES A HE IS YF1 POMAN]ASVOISI RILITT SOLELY T� SSS COMPONENT DESIGN SH(MM. SNAE AND USEOF TM COOUDNEMT ►OR All PARTICULAR 1010122 16 THE RESPONSIOILITT 0► THE BUILDING OESIBNER. Pig A131ITF1 1.199- SECTI02 Z. .17-4-12 `z 1 CAI -1-- TC LL 16.0 SF TC OL 10.D P BC OL 10.0 PSF BC LL O.0 PSF TOT.LD. 36.0 PSF OUR.FAC. 1.25 SPACING 24.0" -.25-/F t. t 40689 3/19/98 �4g1 98018006 CA-,V(Cr SAfVC SEQN - 29057 FROM ME'- CV r-1 iA, (GAGE -WALK 1N•006 GAGE - T4 rTOP CHORD 2x4 DF -L #1 BOT• CHORD 2•x4 DF -L #1 WEBS 2x4• DF -L Standard THIS DUG PREPAREU FRUN WMPUFLK SflPUI TLVAva a Umc"awiw/ ........w ..- -_ ••• •-• CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IH LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00° O.C. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 120.00' D.C. MUST BE PROPERLY ATTACHED TO THE 807TON CHORD. W4x4- w-9.099 X4(Al) o 142.5X4 - N2.5X4(A1) - 0-5-0 10-0-0 I 9-10-6 _I —19-10-6 Over 2 Supports j R-631 W-3.5' R-703 W-1.875" W'i 1 PUBLISHED BY TPI (TRUSS !'TATE (RACING. REFER t0 RtB•!I IRANDLINO ENSTALURa AND GRACING). PRACTICES FOR ► A OI11[W THIS[ of%TlOr�S.I OlL[SSEaTRtRM1S[IIRUCATEO. TOP CHORD fHAll Y( PROPERLY ATTACHED STROCJUNL PAMILS. AOTTT.r CIIRI SIALL ALT[ A PROTERLY ATTACHED RIGFO CEILING. •IHMTAHT— FORRESA A CO►t 0► TNts USICN TO THE INSTALLATION MINIVAN. ALPIAE L11111COttD PBODUCTS. 129. SHALL AOT It RESPFRSEILS FOt ARV 001ALILOR FROM TIOS DESIGN' ANY FAILURE TO :alto vat Tal'sis is ist►agAKt rtu T►tl of FFBNICATENO. MARDIAN. SHIPPIRS. INSTALLING AND aHACINN IF TRIISEI. THIS /Eitir COR►ORNS InIm APPLECABLE PROVISIONS OF 003 (RATIONAL DESIGN SPRIFICATION PDILISB[OE WE or _IT TIE ANERICAN FOREST ADD PAPER ASSOCIATEOM ARD TPI. ALPINE CAVA FACECOMECTOkSDFRTIOSI. AND UHL[$ost $ OTVARVIS<FLaGlTED 02 <THISDESIGN. WSITION CONNECTOR. APPLY S PER ECIORS TO Rts9aNf1 / IL, TY SOLLIT FOISTNE T1wSICONP'0NI TWI. "SIInDIAN $"PIT. TN< SU[iAV0.FTTDAND USE NAL ENGINEERING, CONTONENT FOR ANY PARTICULAR 901101*4 IR THE RESPONLi1tLITT OF THE OUELDU[a O[SION[R. PER "S1/T►I 1.1915 SECTION 2. *17-4-12 �G) fCi TC LL 16.0 PSF ` REF TC DL 10.0 PSF D& BC DL 10.0 PSF DRi jq BC LL 0.0 PSF CA -ENG S TOT.LD. 36.0 PSF SEAN - 2 DUR.FAC. 1.25 FROM MC SPACING 24.0" 14 .–N c: (GAGE-,WALK IN`BOB GAGE - T5 CUMN TOP CHORD 2x4 DF -L #1 BOT.CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 - W1.5X4 �+ 6 r� ' , niecn cony �nuDnrro FunuT YIAAAC t ATHFNCTINim SuRNETTED BY TROSS NFR- W1.5X4 er 0-5-0`- .. W2.5X4 (Al) m W2.5X4 ® W3X4 112.5X4 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I,C.B.O. RESEARCH REPORT 42949 AND ER -S352 - NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS 11994 UBC). W2.5X4(Al) a w -a-o31 1 9-10-6 1 10-0-0 �l I'-- r 19-10-6 Over 2 Supports _1 R-702 l - --• i R-832 64-3.5' Wave TPI -9518 Design Criteria: TPI {)No-- Tamils BIOV1tE EIT1[INi Gil[ 11 FABRICATION. HANDLING. SHIPPING. IASTRUTIU$SINS MO IRPtAIE �STITOT[,MCI TO, , 110.011S(u303TE 200.11M 15011111 A 1[ IM RAC310 FON) 311fm PmtlCES PRIOR 10 STRremss THESE UCTURAL PARTLS�S ITTINt51[1[S16LL PATE A PROPERLY AATTACHED D 130300 CEtlltI.TOP CMD WILL 0TE PROPERLT ATTII®W -tNPOITANT— FURNISH A ODPT OF 1113 EKSINI TO THE IYStittUn05 CONTIAM. ALPIIE ENSDIEERED MIMS, [IC. SML 501 It I[SPONSIILE 7011 ANY D[TIATTOV THIN IRAs DESTRI; ART FA'IVRE TO SU IST tL1 THE TIDS IN MIRIAM IITN TPI[ 01 FA1a1CATIND. RANKING. SHIPPJHS. tFISTAILINS AID RRACESL IF TIUS4[S. IS[$ OESICI COOFORNS )ETH APPUME PROTISMS OF RDS ENATIORAL OEtlit SPEC[FICATION POILISK/ OF TUE ARERIGI FOREST AND tA►E1 ASSOCIATION) AND IPU. WIN[ cONAECIOIS IAL MADE OF EOQA ASTM AASS OtTO GALT. StM, EXCEPT AS ROTTO. APPLY COOEt6T0&S TO EACAi FAq 01 UUSS. ATO tOLESS OTIEAVISE LOCATED ON THIS DESIGN. POSITION MUMS PER DIAYIAIGS 10 A -R. TW SEA& Oa IRIS CRAVEN& INDICATES ACCEPTANCE OF PROFEIS[akt T801RI[RTND IESIONSILILITI SOLELY FOR THE TRUSS OONPONINT DESIGN SHW- THE SVITAGILITY AAO USE OF THIS cOluO1N RT FCR ANY PAITICUNAl NUO1RD IS TNA RFSPONSIBILITT OF THE DUILD[NO DESIONIR. PER AA1S1/1P1 1.1905 SECTION E. + 7-4-12 46 CA- 1 - =-F TC LL 16.0Fr TC DL 10.0 P? A BC OL 1 D. 0 PSF DR clfu BC LL 0.0 PSF CAPING 5 TOT. LD. 36.0 PSF SEON- eV. DUR.FAC. 1.25 FROM MC SPACING 24.0" --40692 9/98 (GAGE-VALK IN 800 GAGE - TSA TOP. CHORD 20 OF -L #1 BOT CHORD 2x4 OF -L 41 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED ST PROPERLY ATTACHED PURLINS SPACED 0 24.00° c.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 120.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0-5-0 W2.50(A1) - THIS DWG PREPARED FROM cUNVUILs 9RVOI tLUAw a vincnaav"41 avvnA..— .• ••.___ . CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16.0 -SPECIAL LOADS 11994 UBC). W4X4 - 03X4- 19 -8-12 3X4- 19-8-12 Over 2 Sappor 9-709 W-1.5' 'PI -95 R Design criteria: Fri- 'WAtalla•• TRUSSES PLO= U INIF CUE IW FARRICATION. MDtIHG. 31IFFIIIN, Ir31AL — AND "AtIHa. RLFM TO RtR•91 (YUNtENE IUSULLIAO AID MUM - POOItnCO RY TYS (TRUSS PLATO IRSTITIIL 511 O'R10T7H at.. SPITE E00. RADIUM. WI 57719). FOR SAifIT PIIACTtCES PRIOR TO ItIMNINS THESE IIICTLOIS. IAIUSS OTHERNISE I101CATtD. TOP CHORD S AIL WAVE PADPEPLY ATTAIRIO STRICIHIAL PAUL$. IOTTIA CIORO SHALL SATE A FAOMALT ATTACHILD 1tOS0 COlIRO. ..tWaITAII.. ri"17" A COPT to MS DESIGN TO ME INSULUTEIN CO,VFRACFat- ALPINE ENOINEERID MARICTS, INC. SHALL NOT NI RRPONSIILE FOR ANY DETEATTOs1 FROM 1HIS DR101I MY FAIttltt TO HII11 THE Tt0ISE1 to COMOURMCE WITH TFI- 91 FAUICATbO. 101011111, SNIPPINH, M TAlllm AND ItACII4 h Tll$SES. EMS; aE91NN COIFOM WITH APPLICARS TR011510NS Oi MDS (IATIOiILI IRION SFICIPECATION FOtt ISIND Of THE MINICAR SMUT AND PAM AISOCUTION) AID TPS. AVAtE MEN FACESOf TIOSSAll t AM UNLESS Or ZOOA TOTHIARTSEALOCATED ON STEEL. 01[S 6N,ISPOSITION CONNECTORSAPPLY NFEIOtS i0 DIANINGS t40 A•I. IHt SEAL OH THIS ONA111N1 INDICATES AO"MUCE OF 990FESStONAL C1H11ER110 0 IIOH[HTWONSIOIITf F07 tXTT PAttICOLAI 1UROtI0Y rot THE TRUSS 01S THE RESPOMIH ITT OF TNS ODIU & DISIGNERH- 791 609TAD'"TT AVO SEor PER i1I5 A11S11TF1 I.191S SECTION 2- 4 (A1) - 0-5-0 +17-4-12 R-711 �1�.97"56�jp �►� CA -1 - -FS�a'21® ' TC LL 16.0 PSF y qiTj- TC OL 10.0 PSF WE f BC Dt 10.0 PSF DRW 6A0R42Fj BC LL 0.0 PSF CA -ENG Ste/ TOT. LD. 36.0 PSF SE.0N - Z707 DUR.FAC. 1.25 FROM MC SPACING 24.0" M a. M —4- (GAGE-!JALK IN BUB Mbt - ID 1-111Ile TOP CHORD 2x4 DF -L 61 BOT CHORD 0x4 DF -L #1 NEBS.2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER HDS-91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHIRG: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" C.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 03 120.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYP L,2-e-o,J e WI. 5X44> 4 r T"Tt nun. DRVPARrn FRAM CnMPUTFR INPUT (LOADS E DIMENSIONS) SURNITTED 8Y TRUSS HFR. ' CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -53S2. NOTE: BC CHECKED FOR 10. PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). W4 X4 - G W1.5X4 4' —T 4 W3X4- -o-o (A2) = W2.5X4(R) (I W2.5X4(R) III W4X4(A2) (cz•o-o�1 13-0-0 I 13-0-0 ,1 26-0-0 Over 2 Supports R-10401 W-3.5" R-1040 3.5A R Design Criteria: TPI -95 STD CA - 1 - - - F S, •11ANMLI104. TRUSSES RST;011E EVRENI CARE le FABRICATION. BAWLIRB. SNIPPING. INSTALLING AND TC LL 16.0 PS RE !►ACING. t[F[R TD IlR•11 1/IeIDUAe (ASTALL110S ALD BRACING), PURISM BY TPI (THAs! PLATE Nam) IBSTITOTl. Bq ralerto RAT., $BITE 100. KIDl9101, Yl !SII!). EAII wHAV PRAC My PRtAR TDTC DL 10.0 PSF E PEuemoG THESE I'DICTIM.GNLESS GTHDtrtS! ISDICATED. TOP CHORD SMtNAYE PRDPEALY ATTALP:O STRUCTURAL PARED. n7j o1 CA0R0 SRAIE Aire A PROPERLY ATTACHED RIND COLIMR.j„ SC OL 10. 0 PSF DRiI A ••INPOATAoT•w IORAISN A COPE Or TNe3 DESEAM TO THE INSTALLATION CONTRACTOR. ALPIBE OGERTESTA PRO gas. ]Be. SULL IIGT BE AESPONSIM rOt ANY DEIUTEDH FROM THIS 01311011 ANY FARIXE TG $C LL 0.0 PSf CA -ENG BUILD THE TRUSSES IR C01101"4"CE N1TH TPI; OR matcATERG. gmumo. STIIPPIBG. INSTALLERS AND elm! S AF 10.73313. THIS DESIGN COUGARS WITH APPLICABLE PRMSIONS OF IDS (HATEONAL DESIGN St CIFICATtoI PIILISM q THE AMERICAN FOLEST AILD MEN ASSOC1ATICR) AID! TPI. ALP IBE- EiAMUiIT.c�! or iRA�ssE A�IIDIunU33 GTHEERNISE LOCATED oll TTHUS DESIGAS N. POSITION Ciao siEaG'3 TD w TOT. LD. _36. 0 PSF SEQN - DUYIRSS IID A -R. THE SEAL OR THIS IRANINB IN111"S Al"nAMCE AP PROFESS[aMu ENOIMEERINB �C DDR. FAC . 1.25 FROM CaI►ONSl TIT ra1TAlYT PAITICULARsetuy FDA EOUEtD NG ES THETRESPOWSISItl” Or THE BUILDING DIMMER- THE SUITABELTIT AND tmv!i iH1S SPACING 2 4 . 0 " AN01(TPI 1.1096 SECTION !. �250/Ft. 'Zfl 40694 19/98 t32Y7a (8�0)�8011 2708, MC i. �250/Ft. 'Zfl 40694 19/98 t32Y7a (8�0)�8011 2708, MC i. (GAGE-RALK IN 608 GAGE - 77 TOP CHORD 2x4 DF -L 01 BOT'CHORD Zx4 DF -L f1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 00 1-4 Ij: (N)THIS PORTION OF BOTTOM CHORD HAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 75 KPH. EXPOSURE B,.O To 15- ABOVE GROUND HEIGHT. (W) THIS AREA OF BOTTOM CHORD DESIGNED TO SUPPORT 8 PLF ONLY. NO ADDITIONAL LOADING ALLOWED. T W4X4 Wl . SX4 4 r— (A2) W2.5X4 (N) IEz 0 0�1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS NFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT (2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE NITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 120.00" O.C. MUST BE PROPERLY ATTACHED TO TOE BOTTOM CHORD. W1.5X4 �a �4 W3X4 d W2. 5X4 ® W4X4(A2) 1-'--2-0- 11-7-0 .E2-0-11 7 0 I 11-7-0 —� 23-2-0 Over 2 Supports i R-1031 W-3.5" �V R-1031 W-3.5" -95 n Criteria: TPI- . ARRIB6`• TNUSSES REDUTAC AAIRCM v%L A. r"""a........... 1mSTITOIN Sri IOWOFIO VA.�SUITE ¢i II .. AMSOR, 01 S71IRS1111.110) AND 1R).PD►OR Will "M'ASLISHED III TPIDSS PRIORLLTo Paro DA;D Tim FOOCfiORS. NAULES9 DTNERYISE INDICATED. Top [NDRD SHALE K41E PROM11 ATTAREEO TTTOCTUTAL PANILS. TOTTOB (=9 SHALL HATE A FROPERLT AITACRED RIGED C4TL7IG. .IMPORTANT-- rwISN A COPT Of THIS Oi1LGN TO TRE ENSTALLATTON CONTRACTOR. AL"IE EYGENEERm ►ROIS. INC. SMALL0T 1RE RESPONSIOLE TOR ANY DflIAT101 FRON THIS OISIGN; ANT FAILURE To RUIDOCTUC TRUSSES IN OONfDIRANCE ITITB TPI; OR FARRICATINO. HANDLING. S11PPT10. INSTALLING ARD /RACINo or TROSSES. THIS OISION COMMNITH ATPtAOABLE PROVISIOIS RT EDS (NAT)RRLL RESIGN SPECIFICATION PUBLISHED OT THE MILICAN FORM AND P"111 ASI MIAMI) ARD TPI. ALPIBE CONNECTORS AR[ RAO[ OF 200A A5 IN AM GRAD GALT. SIEIC. EICIPT AS ADT[D. APPLY COBBECTOIS TO EACH FACE OF TRUSS, AND UNLESS OU(MISE LOCATED ON THIS DESIGN. POSITION CONNTCTORS PER DRAWINGS l6D A-2. THE SEAL ON Iqa$ UAAMDND INDICATES ACCiPTAM OF 110FISS14YAL ENGINEERING RESPDISIEILITT SOLELY FOR TN[ TROSS C010•Omf DESIGN SNOMI. THE SUITABILITY MD OSE OF THIS CWOTINT FOR ANY PARTICULAR UWIDIND ti Tia: RT.SPONSIBIETIT W THE BUILDING KSWAER, PER )kKIfT►I 1-19/S SECTION T. I *8-0-0 CA - 1 -JN- TC LL 16. S TC. DL 10. F •[ 8C DL 10.0 PS E SC LL 0.0 PSF C TOT.LO. 36.0 PSF DUR.FAC. 1.25 E SPACING 24.0" =.25" Ft. 127--40699 03119%98 2 98078016 E NCWC A1C 00 S" ON .-I rG (GAGE -WALK IN BOO GAGE - T8 COMM) TOP.CHORD 2x4 OF -L #1 BOT CHORD 20 DF -L 01 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER ROS -91 TABLE 7.3.3. (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 75 NPH, EXPOSURE B..O TO 15- ABOVE GROUND HEIGHT. (W) THIS AREA Of BOTTOM CHORD DESIGNED TO SUPPORT 6 PLF ONLY. NO ADDITIONAL LOADING ALLOWED. W2X4(Al) m W3X4 0 4 r (w) Ln W2.SX4 W1.5X4 m THIS OWG PREPAREU FROM COMPUTER EMtUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS Of I.C.B.O. RESEARCH REPORT 12949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE 1S ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS 41994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" 0.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOT70H CHORD. W4X4= 8 W3X4Q —, 4 192X4 (Al) (W) 0X4= (w) 412.5X4= W1.5X4 M -8-0-0 IF2-0-0�-6 -0- 0------ 16 - 0 - 0--s-e ( 11-7-0 I 11-7-0 J #&,, §, 23-2-0 Over 2 Supports 'j R-1031 W-3.5" R-1031 W-3.5" c TYP. Nave TPI- iwt lw, t[i[1 TI IU f' f1 - (sAenti6 [ISTQI.In AND ONACE01R. FOSLISM BY TPI (TRUSS FkATE INITITOTE. 663 0-INOTIO 01.. SOITE 200. RADISDA. 01 5)7191. FOA IAIEfl PRACTICES PRIOR TO PIRIOSIl IO TOESt FTKTEOFS. mtSS OTNR/E1SE INDICATED. TOP CHOID SNALL HAY( OAOPERLT ATTACMD, STISVOIAI PAIELS. IOITIN CIR10 SIMM, RAT[ A PROPERLY AITACOEO 81010 CEIL010. •nl➢ORTAIT•• FUME! A COPY OY TIIES US1GH TO THE 9UTALLIJ98M CONTRACTOI. ALPINE ENGIAEERED XI INCTS. INC. SSDLL NOT U RESI001S111E FBI ANI DETIATTOR FROM EMS DESIGA: ANY FAILCRI SO qIU THE INUSSES (M CONFIRM = WIN TPI; OR FAORICATIM RA101LLIH0. SNIPPING. IRSTM(ING A10 IIACIIi OF TIMES. T11S OESIQI CONFOUS HIM AMACAME PR0179IDRS OF EDS (NATEONAI OESSON SPECIFICATION RB11SS10 NI TNt ARERICAN FOREST AAO PAPER ASSOCIAT100 ARD SP1. MDU[ CORIECTORS ARE 0101. OF TOGA ASIA A66I 'It"OUT. STEEL. 1KCIPT AS INITED. APPLI CORI[CFOIS TO IAM FACC 0► TAOSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSET90A COHNECTORS PIR MIMS160 A -C. THE SEAL ON THIS DRANIAG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING THE ESIGN CORIONUfI fORIANYLPARTICULAIM TON EBUILDINO IS TAUSS CONFORM DIASPONSIBLTY Or THE 01Ptt01IGIDISIIOyy ONIRSEPER THIS ANS11111 1-1996 SECTION S. - -111-1-1- TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" le R(R'**,$27--40700 •i DAT 3119/98 AO OR 44" SRA2T 98078017 CA -ENG SAM/CNC SEAN y 27096 FROM MC (GAGE -1,44K IN BOB GAGE - T8A COMN TOP CHORD 2x4 DF -L #1 BOT -CHORD 2x4 OF -t #1 NESS 2x4 DF -L Standard C3 PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. C14 (W) THIS AREA OF BOTTOM CHORD DESIGNED TO SUPPORT B PLF ONLY. NO ADDITIONAL LOADING ALLOWED. (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WINO PREFORS75RE. MPH.TRUSS EXPOSUREIB-0 TO 15' ABOVE WITH GROUND U GROUNDHEIGHT. W4X4 = W3X40- 4 r n w W2X4 (Al) = (W) WI AX4 N N2.5X4 = ( ) TIHJS DNG PREPARED FROH COMPUTER MEDT (LOADS d DINEMSIONS) SUBMITTED BY. TRUSS MIR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC CHECKED FOR IO PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGIO SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2.5X4 Es ---,4 n (W) = 113X48 �-W1.5X4 ii W2X4(A1) W2.5X4 e 6-0-0--') Ir 11-7-0 I 11-7-0 J 23-2-0 Over 2 Supports R-1099 W-3.5' R -B58 N-3.5° -95 tqn criteria: Ir1- .V MNING•• UU53XS ■LGVSM c+i".nc ....... ......--------- --- - NR"IND. RTFIE TO HIB -91 (HANDLIM INSTALLING AND 01"0061. MU9511EV By TPI (TROSS PLATE IRSTITOTE. S/T O'ONOFIO OR., SORE too. MADISON. 91 33169). FOR SAFETY PR"TICI3 112101 TO PLRFoxin THESE iBBCTTONS. 01606 a, SE INDICATED. TOP CM01O AutL HAVE PR011IR0 ATTACHED STRUCTURAL PANELS, BOTTWI CMORD SMALL RATE A FRCPWV ATIAORO ball CEILING. •INPOtTIHT•• FURNISH A CMT OF IN)$ q["&% IS TIE [1STAtLATION CONTRACTOR. AAP[NE ENGINEERED PRODUCTS, IBC. SHALL NOT 0E EESFON3IOLC FOR AAT OETIATION #MON TRIS DESIGN: ANT FAILURE TO OUTLD TOE TRUSSES IN 0ORIMU WITH TPI: Cl FATRICAT1Nl. NABDLTHO. SHIPP181. 1NSTALlIN1 A60 ACIOR6NF SPECCFICAT[DR PO3LISNTR PYTHE ANTRO! t �FN OF TRUSSES.. THIS CEU&N STAIM PAPERSFACIISIONS OF all �L OEfP:N ASSOCIATION) 0 TPI.ALPI C CONNECTORS ARE WX OF EWA ASTM Ag" ONO OALV. STEEL. EXCEPT AS 00110. APPLY COINLCTOAL TO NO EACH /A[! Of TRUSS. AND WIIESS OTNSIWISE LOCATED ON THIS al3CaN. POSITION CONNECTOIS /E0. DOA[/G5 110 A-2. THE SEAL OR THIS O NINA INDICATES ACC HI O/ 110.01[SfTONAI ENGI2FXRHI HIN{IFDAFANY PPARTIOM" BUIILDINSOLELY FR lut TUSSS is THETRESPONSDESIGNINOLITY OF UL OIIOINBTDESIMEN TY AND EPC; THIS AHSIfTPJ 1.1333 SEC"C" 2. _ +B-0-0 ,9Gi 6 AC®��� ��� ^ 1 � nee GA - 1 - - - r r alias n� TC LL 16.0 PSFF 4- TC OL 10.0 PSF AT BC OL 10.0 PSF OR cAa 8C LL 0.0 PSF CA -ENCS TOT.LD. 36.0 PSF SEON - 2 OUR.FAC. 1.25 FROM FTC SPACING 24.0' 0701 9198 76018 I!1C (GAGE -'WALK IN BOB GAGE - T9 TOR CHDRD 2x4 OF -L #1 BOT CHORD 20 DF -L 01 WEBS 20 DF -L Standard .PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. N (W) HIS AREA OF PLF ONLY. NOADDITIONALTOH CHORD ESIGNED TO SUPPORT BLOADING ALLOWED. t` RE ►7 0 11 r;- rnxx rd LL- L0 I�1W- FL4-1 Jcr (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WINO PRESUE.FOR575RMPH.TEXPOSUREIS.RUSS 0 TO 15. ABOVE IN EGROUND UHEIGHT. W4X4 W2. SX4 0 4 T- (A2) c (W) W1.5X4 N W2.5X4 = THIS DMG PREPARED FROM COMPUTER INPUT (LOADS IS DINENSIONS) SUBMITTED BY TRUSS HFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE W17H THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE 9I7H TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 9 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H2.5X4 a ---14 93X4= WI.SX4 H W3X4= T W4X4 (A2) 1a-0-D.'J�` v 11-7-0 � .0 11-7-0 i_ 23-2-0 Over `2 Supports i ��®� V� R-1043 1(-3.5' AN R-914 W-1.5' lave TPI -95 R Des1 n Crlterta: TPI -95 •`FIARHIREi•A TRUSSES REOOIRL EITEIRE GSE 11 FABRICATION. RANdtIN1. SAIPPIRC. 1RSULL [tlG AAD BRACIRB. REid i0 Hli•9l (MMENO ENSTAtLIRB AND NNUICFRs). PUBLISKD RT TIE (TRUSS PLATE 'IARII&S $BI D'ONOTID DA-. FAI1 200. NADISCH. RIIOSTITUITFOR 3/ilff lHAtTItC3 PBI SN TO P11FORAINB THESE FUHCTIONS. DID.es1 OlN[RIUSE INDICATED. TOP CHORD S1NAlt NATE /0.0111.1 ATTACHED SIRUCTuRAL PARLS. BUTTON CHH SHELL fYEYE A PROPEILT ATTACHED RECTO t(tU 1.U. •IRPURTAIIT•• FURNISH A COPT IF THIS OESIIR TO TBE INSLLLATIOR CONNRACTIA- AIMNR SHMINEEFIED PRODUCTS. INC: SNAIL NOT" RESP M K1 ►DR AMY DEVIATION FROM THIS OESI6N: ABT FAILURE TO FDStO TFC 1WSSES IN COFIFORNAIKE FI118 tP1: OR fASRICATIN6. HAwLi N9. SIIPPINU, ENSTALllE6 AND 11�1a 01 TRUSSEH. TRIS DE M CW CUM% FIFTH APPLICABLE PROfI SIfaS of NDS (NAT EORAt 001411 SPECIFICATION PUBL]LH10 NY TRI mmcAN MUST ADD PAPER ASSOCIATIORI AND TPT. ALPINE CURCUTM ARE RADE M MA AS" Am;l BRAO CAM STEEL. ll"PT AS 10191. APPLY CORRECTOAS f0 EACH FACT OF TRUSS. ARD UNLESS 0MMESE LOCATED 01 THIS DESIiN. POSITION COl1ECTORS Pit DTANiNG4 160 MT. THE SERI ON THIS O11NlMS 11D1 CATiT ACtPTANCE OF FROF(SSIOull ERH1 M[ERINS PmdOCLS. I RESPONSIBILITY SOLELY rUR THE TRUSS C400,9EIT CC CM STROMA. THi BUILDING ITT ASD USC PER TNIi A9SB�H CORPmIENT FOR ANY PARTICULATE FUILDEHO tS THE RCSPONSIBILITT OF THE RU[lOBYa DESECRFt. PER MSE/TP[ 1.1995 S(CT[OH 2- (I CA-1---F�Sc 41 ie om * re TC LL 16.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 36.0 PSF E DATE O DRW AUSRa CA - ENG 'Si� SEQN - 21 DUR.FAC. 1.25 FROM MC 1 SPACING 24.0" - IN DOB GAGE • 710 MONO HIP TOP CHOR0.2x4 OF -L #1 BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. STRUCTURAL GABLE TRUSS FOR AN ENCLOSED BUILDING. GABLE FACE FILL LOAD NOT TO EXCEED 3 PSF AND 12" MAXIMUM GABLE END EAVE. TOP CHORD MAY NOT BE NOTCHED FOR OUTLOOKERS. 2x4 LET -IN VERTICAL REBS WITH 11.5X4 PLATES, TYP. rT IN LIEU OF RIGID SHEATHING: `-' TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED �• ' ®24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. 00 OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00" 0-c. rn MUST BE PROPERLY ATTACHED To THE BOTTOM CHORD. 2x4 VERTICAL WEBS WITH W1.SX4 PLATES, TYP. E M2.5X4 6 THIS OM6 PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRESS MFR. CONNECTOR PLATES !OUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. GABLE STUDS MAY REQUIRE AD0I7IONAL BRACING AND STRUCTURAL ELEMENTS TO TRANSFER WIND LOADS TO CEILING AND ROOF DIAPHRANS. SEE DRAWINGS CD122, CD123, AND 3,027,999 FOR GABLE END DETAILS. #I HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. CONVENTIONAL FRAMING IS NOT TIME RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER: NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. LE2.0.031 6-0-7 k 16-3-9 _I 22-4-0 Over 2 Supports ') R-367 W-3.5' R-179 PLV W-17-10-0 Note: All Plates Are V1.5X4 Except As Shown. Design Criteria: TPI - DIT TVD_ Nave TPI-95IR -rA"nRw-- I$ACTRO. I.rJ[X TO HI1-01 UTAAOIIMO IBSTALLIIO AHD RIAC/f01. PIIOItlGlD $T TPI (THOS! PLATE (1 STITWE. 503 WONOFEO DA.. SUITE 00. NADESOH. RE sum. rOl SA(UT PRACTICES PRIOR TO PAUCNHINI TOM FUNCTIONS. uN3ESS OTHERUM INDICATED. W► CMD !HALE UVE PROPERLY ATTACIED SriUC10IAL PINtLS. IRTTOH CHWO SHALL HALM A PROPERLY ATTACNIO 1I010 "11310. *IMPORTANT— FURNISH A COPY OF TRIP BUM TO TIE INSTAt1AT1ON CONTRACEOE. ALPINE ENSMAID PRODDCTS. INC, $HALL NOT BE RESPOSUBLE FON A3Q DEYIA710I IRO) THIS SESICBI ANT FATLORE TO RDILO THE TRUSSES EH COIFORmin WITH TPI: OR fAGRICLTIBB. INS Gl tAO. SHIPPING, 0STLLLII6 ARD BRACING or TRWSEl. Tits Kum COfFam WIAI ADP mom Al09ISfO1t Or IDs (NATIONAL DiSIM SPECIFICA19011 DUOLISNAO &I LTH AMIGH EORCST ALD PAPER ASSDCIATIOR) All TPE. ALPINE EACNLFAC[OiR1RNTTSSE A�NOTLpUSSS OTNKERNtSS44 LOCAAIM STEEL. Y TeiSLSDE334H. "SAS mel CoeamICTAPPLY CORRECT= s OM 190 PCfPonORANEAi[KIITY SOLELY M THE TWRUss COMPOYINT OESIGHr3 ONMCLPIA SDI TAIII ITT or T AND WEEDS THII CORPME" FOR ANY PARTIWIAt BUILDING IS THE RESPONSIRI L7 TY Or TTG: DOT MEG 0[116711. DER mill E 1 -DDS SIMON L 7-\0 T 2-0-4 *a-0-0 VA/ -Ill -I -I-IE' TC LL 16.0 PSF( TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE '-T&1f o..25" /F t, REF$ 4n9 -40695 WE"' 0 19198 CAU 98078012 CA- U° Nfflzwc SEAN - 21111 FROM MC In v r -I -1 ON rn L3 . z {GAGEr11ALK IN V08 GAGE---- Tll MONO HIP) THIS DNS PREPAREO FROM COMPUTER IHPDT (LOADS & OIMERSIOHS) SUSHITTED BY TRUSS HFR- TOP CHORD•20 OF -L $1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE BOT CHORD 2x4 DF -L 61 REQUIREMENTS OF I,C.B.O. RESEARCH REPORT (2949 AND ER -5352. W£8S 2x4 DF -L Standard THIS TRUSS 1S DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. SPECIAL LOADS CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS ------(LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC:-1.25)' DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS TC- From 52 PLF at -2.00 to 52 PLF at 8.00 ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL TC - From 2 PLF at 8.00 to 2 PLF at 12.00 PROFESSIORAL ENGINEER REGARDING CONVENTIONAL FRAMING. TC - From 52 PLF at 12.00 to 104 PLF at 16.00 IN LIEU OF RIGID SHEATHING: TC From 104 PLF at 16.00 to 104 PLF at 22.33 70P CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED BC - From 36 PLF at 0.00 to 28 PLF at 1.00 ® 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. BC - From 20 PLF at 3.00 to 20 PLF at 22.33 TC - 104 LB Cone. Lead at 8.00 OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. TC - 291 LB Cone. Load at 12.00 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. {W)TNIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCOROANCE WITH UBC-94ed. FOR 75 MPH. EXPOSURE 8, 0 TO 15' ABOVE GROUND HEIGHT. 104 � 2916 W2.5X4o Ma- 113X6= If1.5X4 M\ \ W5 X4 1 4 r 2-8-4 W2X4(A1) -0-0 (11) 113X14 113X4® W1.5X4 M W2.5X4 a W3X6 W1.5X4 N lex 0 -0 ->J¢3 -ID -D-- .� 8-0-7 14-3-9 22-4-0 Over 2 Supports_ vo R-1290 W-3.5° - R-1074 W-1.5' ®�1_ nasion Criteria: TPI-95(STD� CA - 1 cale -.25° -Mmma w-- 1tAC1N0. tEFIR TO 1110.91 (NALOLItd! INSTIUM ANO RRAC]Np, P00LTSNED iT TR] INSTITUTE. 001 O'OROrTO 01.- S01TE 100. NADESON in 11T15I. FOB SAN PERFORMING PRACTICES FGIR TO PERFORMING TNES[ FUNCTIONS- VNIM OIIQRNIS[ ]NDICAT[D. TOP CFNM SNARL AAT[ PROPERLY ATTACK STRUCTURAL PANELS. BUTTON ' 'M SHALL NAY[ A PEFULT ATTACIO A]0ID Cl IU 15. •oweRUAT'- FORR158 A COOL OF TIIS OES)IN TO 7N[ INSTALLATION MAXTOR. ALP011 ENOINEE Um PRO INC. $HALL O RD ME TO 1"7- TI03 t R ROT SE Q 111TH TP[MILE �00. FFMCATAM TIM. NAAOLION FRON 7110% SNIPPING, FAR 111RIS 012168: AM 0 AL0 ORA6IRN OF T1tlSSIS. 7101 DESIGN CORFOitit YETN AFR ICABLE PR09I5[01S OF 10S (NATIONL OLSli1 SFICIFILRnoN PDfLRLALD 0T TNI AIUICAN FWST ATO PAM ASSOCIATION) AND TP 1. ALPINE IAOI FFACE 07RT"L mum AM UKL[ZOGA U IN A03 St OCATIO ONEEL- E10901 AS NOTED- IAIS MIGtl- 90317104 CO RECTORS PIN RS TO DIAV]NOS TSO A-1- THE SEAL ON TNR ORAIIINR UAlCATIS ACCCPTANCRE OF PROFESSIONAL [NOINERING RWONSI8CMP tLITF SOLELY FOR' IRS TFUJU rot ANY PARTICULAR BUMD[AO ITOtSIGN IlTHIS EREsPPGT31O1TT Or TNt 00ILD[NO DESIGNER. PER ANSI/TPI I.199S SECTION R. W. 98 Tr �o i�I0o1 * TC LL 16 0 -+SF? TC DL 10 .�P5 BC DL 10.0 PSF' BC LL 0.0 PSF v TOT. LO. 36.0 PSF 1' 8427--40696 ;SDA 03/19198 R4? ca05R4v 98070013 CGA=ElgG SAM/CWC SEQN - 27122 DUR.FAC. 1.25 FROM MC LOADING SEE ABOVE , (GAGE`WALK.IH BOB GAGE - T11C MOND HIP) TOP CHORD 20 DF -L #1 BOT CHORO'2x4 DF -1 11 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CV I3� FRAMING IS HOT THETRUSS DESIGNER CONVENTIONALPLATEMANUFACTURER, NORRTRUSS SFABRICATOR.THPERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 0 CV r-1 IN LIEU OF RIGID SHEATHING: -4.TOP CHORD TO BE BRACED 51 PROPERLY ATTACHED PURLINS SPACED 24.00" 0-c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. Op. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. SIN; MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS AREA OF BOTTOM CHORD DESIGNED TO SUPPORT 8 PLF ONLY. NO ADDITIONAL LOADING ALLOWED. W1.5X4 DI W1.5X4 III W2X4 (A1) - 4 W2.5X4 13X8 W4X4-0 TRIS ONG PREPARED FROM COMPUTER INPUT (LOAOS A DIMENSIONS) SUBMITTED BY TRUSS MFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND -ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). USE THIS DESIGN FOR COHMDN HIP TRUSSES 03 24.0-oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER, SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR $3 OR BETTER 0 24.00"oc. ATTACH WITH 2-16d HAILS & 2x4 DIAGONAL BRACE PER HIS -91 13.2.1 FIGURE 33, OR HI8.91 SUMMARY SHEET (FRAHE 3 78RU 6) OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES a EVERY 05-07-14 FT. oc. (N)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 75 MPH, EXPOSURE B, 0 TO 1S- ABOVE GROUND HEIGHT. W4X4 Ea {W) ii'W3X10@ 1431430-3o W1.5X4III W2.5X4- Wl.5X4 RI W1.SX4 11 W4X4 a 2-B-41*8 ; \� -0-0' L 0 0> Jl--4-3-8—j 1a-0-7 22=4-0 Over '2 Supports�� R-1365 W -3.5'----- R-969 W-1.5" �� 9 stun Criteria: TPI -95 `HARIIMG IW&i L4 AL .1i ..... BRCt"O. INF'R 10 116-P1 {MUMJ1M INSTALL(RO AHD GRACEN6), POBL[SHED 6T TPI (T1V31 7tAT[ PRIOR TO 111THfUT1. S63 DIDACTC, OR., SUITE M. HADAM. PERFCIb11RB TRISE IIMCTIIOIQ. UWASS OTH MLU MICAVE0, TOPACHORD SSHJRI HATE . FOR sullir VEO►RLT ATTACHED SFACCTORAL pAIlEl3. BUTTON CHORD SHALL HAVE A PAOPMY ATTACHED RIGID (111.161.••INPORTMT•' FaLAISI A COPY GF THIS DESIGI TO THE INSTALLATION CO]NRACFOR. WINE EN6INIENED p1UCWS. INC. SRALL 110E DE RESPOM[Ble FOR ANY DETIAT[OR FROM THIS DE91 on: ANY FAILURE 76 eD1lD INC TRIP IN CORFORNMCE ern Tfl; OR FAEPICATIKO. FA OLIND. SNllPlet. INSTALUBE AND BRACING OF MUSIC$. THIS CESEGR CONFORMS R1TR AOFLIC SLE tl*V]SIFNS 6f IDS (NATIONAL DUl1N 9PECEFICATI�1 PUBIISHID 61 IN AMERICAN FOREST AM fAP(R ASSOCIATION) ARD IPE. ALPUF GOMCTOIS ARE MASE OF ZM AIM AGS9 OND OALY. SPIEL. EICEPT AS *6110. APPLY CDRtICTONS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DES161. POSITION COeNECTORS fER, WAMIHCS 3460 A-1. THE SEAL OR THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ININCI6(ND RESPONSIIILITY SOLELY fOR TH[ TRUSS CONpaBERT 012161 ECONH• THE SUITA6(t IIT-AAp USE Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RES►ONSIOIL]TT OF TRE AOILO(Ki OESICNER, PIR ANSI 'TPI 1-1495 SECTION 1. CA TC LL 16.A ?SF TC OL 10.0 P BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" :?O, a =.25" Ft. x,27--40708 ply=. � �L;3J19J98 -. }R W BS 427 98078026 CAM jCvC SEON -*27132 FROM MC K IN BOB GAGE - 712 MONO HIP TOP CHORD' 2x4 DF -L #1 80T CHORD -2k4 OF -L #1 :81 2x4 DF -L fl&Bet.: WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS 0- DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED 'TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. LQ SPECIAL LOADS ------ (LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 52 PLF at -2.DO to 52 PLF at 16.00 TC - From 2 PLF at 16.00 to 2 PLF at 19.17 TC - From 41 PLF at 19.17 to 62 PLF at 20.75 CO' 7C - From 62 PLF at 20.75 to 62 PLF at 22.33 BC - From 28 PLF at 0.00 to 28 PLF at 6.00 BC - From 20 PLF at 6.00 to 20 PLF at 22.33 - TC - 82 L8 Cone. Load at 16.00 TC - 129 LB Cone. Load at 19.17 (H)THIS PORTION OF.BOTTOM CHORD HAY BE EXPOSED TO WIND PRESSURE. TRUSS'DESIGNED IN ACCORDANCE WITH UBC-94ed. W2.5X4 9 FOR 75 MPH, EXPOSURE B, 0 TO 15ABOVE GROUND HEIGHT. 4 r 3X4¢ W040 81 cw) j n W2X4(Al) IWSX4 - L2-o-0�.Le ---v`-0-0--� PL TRIS OVG PREPARED FROM CO?IPUffR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.t. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS AREA OF BOTTOM CHORD DESIGNED TO SUPPORT 8 PLF ONLY. ND ADDITIONAL LOADING ALLOWED. 82 1290 W6X4 �3 012.5X4 = W5X4> 3 3 �- W4X4T3 W2.5X4s 011.5X4 M \ 5-4-4 B-0-0 16-0-7 6-3-9 6-3-8 - 6-0.48-0-4 J '� 1 22-4-0 Over 2 Supports" 8 -1340 W-3.5' R-488 W-1.5" 5\R Deslgn Crlterla: TPI- �IARIngu TRUSSES REQYERE IIOOLEMI NNE IM PAUICATI01, RAROLLRG, SNIPPING. EASMUNU AMD aMIND. KIM T1 I1R-91 CNARBLt16 INSTALLTNP u0 pACIRBI. PMESHEO aT TPI [TROSS ►LATE IRSTITOTE. SO) 0,MrT1 DR.. SURE IYO. IAOISM IS 6))111. POR $OEM PRACTICES PRIOR TO mrwtn PANELSfDIETT•DH 0111 ESIALS. TEA M3,11111LAATTACHED(1101CAT19- TOP DRD RIGID "R NS.IL RM PIOPE#LT ATGCNCD ,nW aTAIT" FOAMSN A COPD OF THIS DESIGN TO IRR WSIALLATICH CONTRACICR. WERE ENGINEERED HORNCT). INC. S1AlL TOT >K RESPONSIBLE FOR AYY OEPTATION FROM ITas 9ESlCN; AMY FAILURE TO !1119 M TRPSSES t1 CORrOUME WEEN TPI: OI FAIRIIATINO. NABDLIM SQPPINO. INITATLSND ARD IIASIRR 1► TRESSES. TILS QEST RN tOMIMS Into APPUCAILE PROYIIDOus OF HOS pNnI0014 DESIGN SPECT ICATIGI FIILISHED Or THE ANEUCAN TOREST ARD PAPER ASIOCIATIOM AIC TPI. WINE COIEECTORS ARE RM DS IOU ASTR A651 RILO RALP. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACC tF TPOSS. AND UNLESS OTHEMSE LUCATED ON TN IS DESIGI. POSITION COR ICTOIS PER 1IAIE16S IPO A•2. THE SEAL ON TB[S ORAYINB INDICATES PACIPPit= Or PROFESSIONAL ERRINEERINB tgpjOO1(RT FORYAMP PARTICULARLILf OR ETRUSS BUELOING ISOTHETDESIGN RESP ABllt« W THE BURDIFOTHE ITI AND DESISNERSEOF PER THIS A53I/TPI 1-1116 SECTION N. -.25"/F 127--40697 t. '� 03/19/98 11427 98018#14 �M/CldC SEAN p,27145 FROM MC f! yD TC LL 16.0 TC OL 10.0 RIF 043846 F BC OL 10.0 PSF :30lOIl � BC LL 0.0 PSF TOT. LD. 36.0 PSF DUR.FAC. 1.25 LOADNG SEE ABOVE -.25"/F 127--40697 t. '� 03/19/98 11427 98018#14 �M/CldC SEAN p,27145 FROM MC (GAGE -WALK IH BOB'GAGE - T13 MONO TSC) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 :Bl 20 DF -L #ld8et.: WEBS 2x4 DF -L Stagdard PLATES DESIGNED F'OR GREEN LUMBER PER NOS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. In MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (II) THIS AREA OF BOTTOM CHORD DESIGNED TO SUPPORT 8 PLF ONLY. NO ADDITIONAL LOADING ALLOWED. 00. (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. r -I FOR 75 MPH, EXPOSURE 9, 0 TO 1S' ABOVE GROUND HEIGHT. rLd 143X109 W3X48 4 W1.5X4 III 3 B1 on �n _ Wl . 5X4 III W2X4(Al) s W6X4 6 lE2-E1• o �1.�—� - 0 - 0—� T THIS DWG PREPARED FROM COMPUTER IMPDT (LOADS a OEHEBSIONS) SUBMITTED BY TRUSS HFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.D. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE VITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. W1.5X4 III 143X801 141.5X4 III 7-9-4 \� 145X6 a+ 3 8-0-0 AB -0-6 W1.5X4III W2.5X4 6-3-8 8-0-4 8-0-4 "22=4-0 Over 2 Supports j R-1328 9-3.5 R-432 W-1.5" 5\R Design Criteria: TPI_ -VANNIIO'i— MUSES REODlla MUM1 CAA[ 14 FABRICATION. DA4DLiHs. IEPPIXO. INSTALLING AID SAA INS. Kra To HI1•fl (X►TaLIIO 11STAKING AND MUM. PLGU339D By TPE (TRUSS KATE INSTITUTE, 683 D'OROFIO OI., SOITE 240. WOISON. 11 ISM). EDS SAPFTT INACTECES fR10t TO PIRrOiHIN4 mill 199718011. BIL[SS OTIERYISE INDICATED. TOP CIOID SHAIL NATR PR4PfRLT ATTACHED Si4UCTUNAL PAWIS. BOTT11 9100 SNARL LUTE A PI0►EILT ATTACHID 4161D CEtIIAIL •ISHIMANT" two6N A COPT OF THIS OESICN TO THE EISTAIIA11431 CONTRUTOO. ALP INT TALiN[tt[0 PRaa0G13. LIC. Hitt NOT BE I(SPONf1I1E f0I ANY DEVIATION FERN THIS O[S16% Na TA1I1RE TO 60ILO TNN TRUSSES 11 Cilffkn= WITH TPI; ON FABRIUfIND. HANDUXO. SMFPIXO. 14STALLINB AID 11u"m Cf 1AISf[I. T1p OSSI6N OOIIFOIBS N[T4 APPLICABLE PRMS10NS Of NDS Par)=& OtStOI SP[CWICATIa POILIf1E0 or TNT AIHIIGX ►aBE3T AND EAm ASSOC1AT201D AND TPI. ALPINE To fACB ►ACE or E BASE of nGA TRUSS. AW RRISi OTHERWISE LOCA1f0 ON THIS ESI A65) 6199 "M INTELEKCEPI �POOSSITTION CONNECTOB��� RDRAVII193 160 &-1- lSP04S11111T} SOLELY SOL THE f4USfUAL ON 1S GRANtIM 110 CON HINT OESIiMTS HN. THE SSUURAHILITT AND USE IONAL OFTItlS C/R►04[IT rot AIT PARTICULAR IUILD1Xf IS THE RESPONSIBILITY OF THE WELDING US1aNER In ANSIITPI 1-1855 S(C"ON I. (;A/ -/.I I - i - I - i r U e71. a E.C.`it5-: 4a•Ar a. TC LL 16.0 PSF REF r(42) 40698 TC DL 10.0 PSF DACE 1I/98 BC DL 10.0 PSF DRW C us 42i 9847801! BC LL 0.0 PSF CA -EOG SA&CWC TOT.LD. 36.0 PSF SEOR - 27161 DUR.FAC. 1.25 FROM MC SPACING 24.0" _ (SASE -WALK, IN BOB GAGE - T14 MONO TOP CHORD 2x4, DF -L 01 BOT CHORD 2)C4 OF -L $1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7.3.3. NOTE- Be CHECKED FOR 10 FSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16.B -SPECIAL LOADS (1994 UBC). #1 Hip CESIGNED TO SUPPORT CORNER SETS ARE CONVENTIONALLY FRAMED. JACKS WITH NO WEBS. FRAMED CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE ERECTING TRUSSESANARE CTCAUTIONED TTOSSEEK BADVICE RPERSONS ALOCAL PROFESSIONAL ENGINEER REGAROING CONVENTIONAL FRAHING. 0-3-16 1(2.5X46 IBIS ONO PREPARED FROM CO)EPBTER INPOT (LOADS S DIHESSIOMS) SOBMITIED BY 1991S HFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ¢2949 AND ER -5352. USE THIS DESIGN FOR COMMON HIP TRUSSES'® 24.0"OC. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD -WITH 20 HEM -FIR #3 OR BETTER 0 24.00'oc. MAILSATTACK WITH 2-16d 4 DIAGONAL PER FIGURE 33, OR HIB-91SUMMARYSHEET (RAMEA3ETHRU 6)BI ORCA-HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 FT. oc. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACKED PURLINS SPACED ® 24.00" 0.c. IH ADDITION. A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �2.O.4y , 7 I 13-3.9 _ J 6-0-- _I Over 2 Supporu� t R-431 6}•3.5" R-200 PL.F W-13-4-0 Note. All plates Are W1.5X4 Except As Shown - DIT Typ, Wave TPI -95 �_ "•BARB II:i•• TOUSSa CURE NITURE CARE IL ............, TIOSS PATI BtARAI A[iR. Po BI1.91 LHAROLIM IISTMING Alm BRACIIG)• PUDLISIIW By IPI Rciim. R% D�DSCi10 DA_. SUITE 101, AADtSOR. BI 61119). FOR SAFETY PRACTICES PLIOR TO PEU01A1[O THIS[ FOICTIM. UREAS OTBEd1ISE IIOICA1tO. TPP CODtD BHA[[ HATS MIRLY ATTACHED SRUCTWAL PANELS. BOTTOM CHORD IBALI RATE A fROPE9SY AIGCIIO BISID CLILTIIC. •ERPSRTAMT•• FURBISH A COPY OF ITIS DELICT TO TRE 11143 /ATION CONTRACTOR. AIP1IE tROEHEIIlo IAODUCTO. SIC. SMALL BUT BE R10PWIIPLE FOR ART ot"ATHR FROA THIS OESLGN: AMT FAnoaE TO BUILD TBE TRUSSES IN CORFOARAICE WIN T►I: CR FAMCAISBO. HANDLING. iHDPIR6. IBSIALLIM IL" THUSACUO OF OTIo111 PIISN[0 By TN[SMItTCAtgo"OFOREST ATDPPAT A "S pLICASLt �OB)) ARO TPI. IGH OF 103 L ALPINE TIONAL 0[SICH COI[[CTMS All PNCE OF MGA ASIA ASS$ 0140 LALY. STEER. EXCEPT AS NOTED. APPLY COYIIECTOIS TD GCB FAC[ OF IBIS&. ACD 1711Sf OTHERWISE IMAM CA THIS BESIGR. POSITION t011tCTORS PER UORAVINGS Los &-I. TBE [SIPI310I1T1Y SOLIIY FOX HE TtOSSICONPORENT 9[SI00TES SBOMO.[PTAVA OF PROFESSIONAL THE SUIIASILIIY A00 USE OfIBIS COHPOI/111FOR Al3(CARVI ILAt OTILDTR6 IS THEANSIJT a1S/0131PIlllf OF THE IOIl0IR6 O[SI01lR. PIN AV' d- cls, IInC1 150/Ft. --46310 3/26/98 �d CAI -/l/-/- - F c TC LL 16.0 P R 90 4e TC DL 10.0 PSF . = 1� �5 Tp BC OL 10.0 PSF DR rab q 6 O1 * SC LL 0 PSF C - NG 4P;TOT.LD. IF OUR.FAC. SPACING -- A" 36.0 PSF SEAN 1.25 FROM MC 24.0° 1 1-10 150/Ft. --46310 3/26/98 ,GAGE -WALK IN BOB, GAGE - T16 HONG HIP) TOP CHORD 2x4 OF -L fl BOT CHORD 2X4 DF -L 01 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS HOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS TRUSSESERECTING ECAUTIONED ADVICE A LOCAL PROFESSIONAL ENGINEERREGARDINGCONVENTIONALFRAMING. IN LIEU OF RIGID SHEATHING: �-1 TOP CHORD TO BE BRACED BY P -1 .• ROPERLY ATTACHED PURLINS SPACED . Q 24.00" 0.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. 00 OR BETTER CONTINUOUS LATERAL BRACING SPACED D 120.00" o.C. rn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn 1,2 -o -0_>J W3X4g H2.5X4 9 4 r— (Al) = Wl.5X4 m W3X8 !�, THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIHENSI9HS) SUBMITTED BY TRUSS HFR. (A)IIX4 #3 HEM -FIR OR BETTER CDNTINUOUS LATERAL BRACING TO t,QE EQUALLY SPACED. ATTACH WITH (2) 84 NAILS. BRACING. MATERIAL. TO BE SUPPLIED AND ATTACHED Al BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE W17H THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. USE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0'ac. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD NITH 2x4 HEN -FIR #3 OR BETTER 0 24.00'oc. ATTACH NITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIO -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oC. W3X10® W1.5X4 N 8 0 7 I 11-3-9 �l ---r19-4-0.Over 2 Supports— j R-926 W-3.5" - v R-1009 W-3' TPI- slan Criteria; TPI- II&CIR0. REFER TO 191-1) [HANDLING INSTALUNN AN nXIBSLI. tubLISHEO BT TP[ [TRUSS PLATE INSIETNTE, 681 1'016F10 OR., SUITE EMD. MADISON. NI 6YTItI. FOl latlY PRALT ICES PRIOR TO /TATOII[18 itLSI FIILr101S. UeLCSS 01g= E wicATED. TOP CRDLD SHALL HATE PROPERLY ATTACTED SUUMOAL PANELS. COTTON CHORD SWILL HAVE A PtWMV )UTAC Nio KID' C[IL LIG. IMILRIO PROOD CTS. 919. swc got RE usto ell:A CC" OF TIM If aBN TO AHT THE O LU901 FISH THS DEESIGN R. uAt�THfAIWEE TV IUILo NSSCOITNTPI; CA 1AIRK91pa. St(TIOC1t AAC1H80)TIUES. ISISSDSGCONFam WN AP)LICAnt PIMISIGHSAOO �ST.RAOILL S80 PUIISHED BT TME ANmCAN F8ST AND PA[ ASSUIAii![ SPECIFICATION OF 20" ASIR AM tARN uALCSOfIiRUSi[ AND tHRESS OTHERN[SSE�tOLATLD DeETN1S OCSI AS TION COMMAS P�tiOtS T8 DIATIKU 160 A•E. TME SEAL DH THIS UDAVINR IND 19 ACCEPTANCE OF MOFESSIGNAL ENS7 R[[l tea AODM miltTIFDAYAITLELY 101 Ta TiUSS PARTICOLAR BUILDINOC/ f THEE ESPONSI8[LITY GF TNT "ILD e81 DESIGNERS PER THIS "MMI 1-1118 sicnoN Z. ..._ 98 T�5 2-8-4 1 - -0-0 .z CAI •/I/ -I -'INF TC LL 16.0. P7 — R"kkCS R44f TC OL 10.0 PSF' T e '� 8C DL 10.0 PSF DOW u Ra 8C LL 0.0 PSF CA -E G S TOT.LD. 36.0 PSF SEON - DUR.FAC, 1.25 FROM MC SPACING SEE ABOVE " Ft. X0705 l IP! gg inks -O 22 tGAGE-WRLL IN BOB,AAGE - T16 TOP CHORD 2x4 DF -L, #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard . in PLATES OESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CV RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. IN LIEU OF RIGID SHEATHING:. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED a 24.00" 0.c. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. �I OR MUSTEBEEPROPERLYUOUS ATTACKEDRTO THECING BOTTOMACED 0 CH RD,72.00° o.c. THIS ONG PREPAREO FROM COMPUTER INPUT (LOADS 5 OIHENSI011S) SOOMITTED BY TRUSS HFA. THIS OESIG9 TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. DO NOT USE NITS PLASTER CEILING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT (2549 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 HOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). ,00 (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND As PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH U8C-94ed. W1.5X4 IR FOR 75 KPH, EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. ON .-I (N) THIS ESIGNED TO SUPPORT a PLFAONLY. NO ADDITIONAL REA OF BOTTOM CHORD DLOADING ALLOWED. wz.5xa,$ 1J3X4a 4,_ 6-9-4 M40 o B-0-0 PL (W) N2.5X4 W2X4 (Al) = W1.5X4 M W4X4= L.e2-0-0;.Lr---6 -O- r _ _. V . ,19-4-0 Over 2 SuQport R-1240 WR3.5' `v R-304 N-3" 51R Design Criteria: TPI-; +NAHIIINC' MUSSES REOOt9E tliiii i CARE IB 6ARl[CATIOR. MARDU NO. Slot/119. 116TAllING AMC tus,DR. Bit JR TO BI B•91 INARDL INC IBSTAltoo ARO "ACT N6). PORU SHED BY TPI fmS PLATE TMST LTOTG S6f O.ORDFII it.. SUITE 200. RADISt6. 91 63119). FOR SAFETT PRACTICES X6161 TO lEtT6l&l NN MSE FONCTIOSS. MISS OTREINI3E INGECATEO. TOP COMO SHALL NAR MPEALI ATTACIItD STRNCTOIAL PANELS. 101TO CMD SNAIL BAR A PROPEMLT ATTAGED R181D CEFIING- ^1NpOtTAeT.. rMSN A COPY OF THIS OFSTWI TO iBE tMSTAIlATI07 COtTBAATCL ALYOIE t66)BEERED RCNOCTS. INC. SNAIL NOT BL RESPONSiIE FOR ANF DEVIATE" FIDN NTS OESI691 ANY FAIIURN TO X110.0 it[ TtBSSE1 IN ConOINARCE Vila T►Il OR FAMCITIBI, =UMULSl6. SHIPPIRR. INSTALLING AND SDjLcImj IF ► CIFICATt" OVILiSHEOtI THE IS SABCRIIGN tt NOFORESTkdS TAND PAPE& LASSOCIATECHIIS AND of ITS.INAQPIRE MIGNAL DESlf6 CONNECTou ARE NAGE Or tOGA ASIR A652 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY COANCCTORS TO EAce FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESTGtl. POSITION CORNECTORS PEN DRAATN93 IAO A•2. THC S[AI OR THIS DlARINO INDICATES ACCEPTAHICE OF PROFESS)ORAA tA6lHUFEIRG OE3PONSIBIl1TT SOLELY rot THE 191133 CoHPORtRT DESIGN SHHMM. INE SO ITABII ITV AID use oT Ttll3 CCRPORCNT rot ANT PARILCULAR 611110110 IS TIE RESPONSISILITY OF THE BUILDING DESICRI. RIR ANSitPl 1.1995 SECTION I. 98 b .1%z 61, �x CA/-A/''� Scale =.25' Ft. TC LLF; REF R427--40706 TC DL /1511-0 1� TE 03/19/98 BC OL 10 SF kfj4USR427 96076023 BC LL 0. PS 3 G SAM/CWC TOT.L D. 36.0 P F! JW,%, 27195 DUR.FAC. 1.25 'ROM +SMC SPACING 24.0' GAGE-WALY, IN B08 ,GAGE - T17 MONO GI TOP CHORD 20 DF -L #1 BOT CHORD 2x5 DF -L SS WEBS 2x4 DF -L Standard :M2, WS 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. N ADDITIONAL LOADING (PER TRUSS MFG.) - ----------------------------------- SC From 417 PLF at 6.00, to 417 PLF at 19.33 BC - From 397 PLF at 19.33 to 397 PLF at 19.33 00 NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD .f ACCORDANCE WITH TABLE 16•B -SPECIAL LOADS (1994 UBC). RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. MIND PRESSURE. 00 IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" O -t- IN ADDITION, A RIGID CEILING OR 2x4 $3 H.F. MOR USTEBEER CONTINUOUS PROPERLYY ATTACHEDRAL To THECING BOTTOMACED 49 72.00" O.C. CHORD. (U)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PREFORS75RE. MPH.TRUSS EXPOSUREIGMED IN 8. 0 TO 15' ABOVE GROUND U GR UNDHEIGHT. (W) THIS REA F BOTTOM CHORD NO ADDITIONALESIGNED LOADING ALLOWED. 8PLFONLY THIS DWG PREPARED FROM COMPUTER INPUT (LOA05 5 DIKENSIOHS) SUBMITTED BY TRUSS MFR. BEARING BLOCKS: BAIL TYPE: 104 -box nabs BRG X -LOC #BLOCKS LENGTH(BLK $NAILSJBLK 0 6.000, 1 12' 4 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SANE SPECIES, SIZE a GRADE AS CHORD. �(A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE CIG MATERIALLTOSBECSUPPLI DAANDCH NATTACHEDBATNBOTH ENDS ATON A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES HOST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. W2.5X4 0 W3X4 ,0 4 r W7X60 pX,gWEjj0 b CONNECTION FOR 23-2.0 TRUSSES FRAMING TO THE BOTTOM CHORD m 24. O.C.:. SINPSON LUS26. SEE CATALOG C-PMW2X4 MMAILING SPEC EMBERS HAVEIIDENTICAL LUMBERSAgo HIMI14UN HEEL S OTHERWISE IHEID SUPPORTING GIRDER.] ) . (W) W5X4 ql YP. Wave TPI- W5XB= W1. 5X4 UI W6X6(R) % (A)" W5 W3X10 (R) H W5X6 E3 R-305 *-.3 R-4051 W-3.5" A 19-4-0 Over 2 Supports d` •(lasian Criteria: TPI-95(STD) OIACi$O. REEL$ TO NIB•K (HANDL tNG [NSTAl11110 AND UACLNC')- PO$L[S11lD NY TPI ()REBS PLATE INSTITUTE. 103 D•O$OP[O OR.. SUITE 100, MDISUN. N'53713). FOR sottT PRACTICES viol TO /ERFORFM THESE IO3LTIOSS. UNLESS OTHERWISE INDICATED. TOP CHORD WUAL HAVE PRO ERLT &'TACO'* STRuCTIPAL ft"LS. EDITOR CHORD SHILL HNC A PROPERLY ATTACHED RIGID CETLIHO. 1 11DORTARI_ 1ORAI3D A COPY OF T&IS DESIGN TR THE INSIALLATIO$ CONTRACTOR A.P11Q EfWff Eaw WILD INC. SMALL NOT at RISPONSIRE TRUif[S NY FJL[tM To IR C NFOR>LLNGE WITH trig OR FABRICATIBB. 1WOL NG. SH)PPIRR tIRSTALINIS AND WILD O OF RUSTOOSSCS. tlg5 MINN CWIFDRIIS WITH AMKA1LE AAOEISI ONS OF NOS (NATIONII DESIGN BlAcSPECIFICATION W®LISHEA BY THE AHERICAN FOREST AND "PER ASSOCIA110N) AND i/1. AlI1NC (EAACHHE� F IBM. ARO wj ESSKW OF IOG6 TN ASS3 ONTO My- OTREPN[ [ OCATEO ONEEL. EXCEPT IK13 DESISN,3NOTED. APPLY P03[TIM CDNECTOASNPER RS TO DRAWINGS ISO A-2. iMt SEAL M THIS DRAW INDICATES ACCEPTANCE GO PROf[SSIONAL ENGINEER[$& &ESPONfltlillT 30[EtT FOR THE TRUSS COMMIT OESIRN SNONII. II SNiWIND TT AMD USE PER THIS C07NONEMT FOS AMT P/AT1CLlAR BU110[LG IS 7NE RESPONSIBILITY DF THE 09It01 RR D[SIGM[R. /[R MSI/TPI 1.1995 SECTION 2. I 6-9-4 -0-0 TC LL 1 PS , REV TC DL 10.0 V BC OL 10.0 PSF ID BC LL 0.0 PSF CA -t TOT.LD. 36.0 PSF A4 DUR.FAC. 1.25 FROM SPACING 24.D" i-.25'/Ft. 8427--40703 03— .. - — 8427 980)8020 - ;7202 ;(GAGE-NpiLK [N BOB GAGE - T18 MONO TOP CHORD 2x4 DF -L *1 BOT CHORD 2x4 DF -L 01 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER MOS -91 TABLE 7.3.3. N (N) THIS *AREA OF BOTTOM CHORD DESIGNED TO SUPPORT a. 8 PLF ONLY. NO ADDITIONAL LOADING ALLOWED. (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO HIND 00PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. rr FOR 75 MPH, EXPOSURE B. 0 TO 15, ABOVE GROUND HEIGHT. W1.5X4 10 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUSHITTED BY TRUSS MFR - CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949 AND Eft -5352 - IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" b.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00" 0.c. r MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4 r T 2-3-15 1 8-0-0 (4i) W1.5x4 01 wzxa( 1> L<-2-0 -0--j —6-0-0 Over 2 Supports—� R-380 W-3.5" R-204 W -3" - T 51R .Design Crlterla: TPI - __q IRG•• TtOSt¢ REDOM (ITREDE CANE [O EANIIcince. RANIDL IMG. SRI PPI NB, [16TALs n Alm BRAGIRS. tEF[L Ta RE/•MI (RAe0tIB6 1N9TALUNG no TRACING). PUBLISHED By IYI (TRUSS F(Ait [N$li TRT[. 513 0-aw 10 01,.. SUITE 200. RADISOIP. Nil 51119). FOR WITH GAACTICES SAM 90 STIAIMIAL ELS. BOTTOM O TOOM COW SHALL DIVE A PRROOl1RLF ATTop CHORD TACHED BIG" CEL HATWL PROPERLY 17TA(NEO '•IMPORTANT" FIRMS A (OFF 0► 7013 DESIGN TO THt INSTALLATION CONTRACTOR. ALFETE ERNINEIRED PRODUCT, INC. SHALL NOT BE RESPONSIBLE FOR ANY 0E19AnCF FROM TRIS OISIGN; ANY FBILURE TO Moes T( TRUSSES 1N CONFORMANCE RETR TDM: en TANR[CAnA$. mot[eo. S]OPP1B0. INSIALLINR AND IIAC1es OF TRUSSES. THIP DESIGN COMOORI6 111TH APPUt"IE FROnSgan Of NOS QIATIBMAL DESIGN SSECIfICAT]ON POLISHED BT TRE ANE9tCA11 FoMy AND PAPER ASSOCIATION) Alm TPT. ALPINE COORECTORS ARE GUIDE OF 20CA ASTM ASS3 fk40 SAM STIEL. EXCEPT AS 10FRO. APPLY CONNECTORS TO EACH FACE OP TRUSS. AND, UNLESS OTNERYISE LOCATED ON THIS DESIGN. PO31nn COUICCTORS FIR DRAW] W43 1E0 A-E. In SEAL 0M THT ORANING INDICATES ACCEPTANCE OF PROFISSIONAL ENGIHITR.RA RRSMOHSMBILITY SOIEtT fO0. THE TRUSS COMPONENT DESIGN SHONN. T6 SUITABILITY AND USI 01 Teti cONPONiei TOS ANF PARTICULAR NUILOi NS 15 THE "ORSRBEIETY 07 THE RUI LD [IPl DESIGNER, FER ANSI/TPI 1.1995 SECTEON I. ._ 1 1� -.375'/Ft. 127--40704 "J"01/19/98 M417 98078021 DUR.FAC. 1.25 FROM MC SPACING 24.0" 1111-' 13 CA - 1 - - - .F TC LL TC DL 16.6TSF ea 10.0 P D# D BC DL 10.0 P7 S * BC LL 0.0 PSF Z -A TOT. LD. ,' 36.0 PSF SE -.375'/Ft. 127--40704 "J"01/19/98 M417 98078021 DUR.FAC. 1.25 FROM MC SPACING 24.0" 1111-' 13 (GAGE -W:- - IH .608 ,GAGE - 719 MONO CARRIER TOP CHORO 20 DF -L #1 DOT CHORD 2x4 DF -L $1&Bet. REBS 20 DF -L Standard ko PLATES DESIGNED FOR GREEN LUMBER PER ROS -91 TABLE 7.3.3. CV a ADDITIONAL- - - - LOAOIN6{PERTRUSSMFG_) BC - 378 LB Conc. Load at 4.33 CD [H) CONNECTION FOR TRUSS T20 FRAMING FROM THE BOTTOM CHORD: SiMP50N LU24. SEE CATALOG C-PT9SN-1 �+ FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIF[E0, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL 00• HEIGHT Of SUPPORIIBG GIRDER. rn WI.5X4 M THIS DWG PREPARED FROM CONFUTER INPUT (LOADS 5 DIMENSIORS) SUBMITTED BY TRUSS RFR. THIS DESIGN TO DE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING' ONLY. DO NOT USE WITH PLASTER CEILING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949 AND ER -5352. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00" D.C. IN ADDITION, A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00" 0.c, MUST DE PROPERLY ATTACHED TO 79E BOTTOM CHORD. 4r— > 2-3-15 I+10-0-0 {W) W1.5X4 N , WZX4(f 1) 378f (N) 1-2-0 0-->' � —6-0-0 Over 2 Sup6orts---� R-490 V-3.5" 8-472 W-3" lne� . T 51R Design Criteria: TPI-! •IEARBI®� TRUSSEI RIDOpE CITLCIIE CARE II FABRICACI031. BAIUIL]BB SnPPIBO IIS1ALl1B0 AND /)KERN. LEPER TO 1p6 -II EWDEBNG leVALL3N0 AND BRACING)- FURISRTO BY TPI gauss PLAIN IISTIFOTE. SBS 0*601`10 DR., 3wTE POD. R0150, NE 63719), lOR SAF17T PRACTICES PRIOR TO STRUCTURAL Pau!,. BOTTDN CNOLO OTHEAVJ SA_L HAVE A PRopENtT ATIACNEDTC0. TOP D19 $HALL HAVE RIPID CEILING-PRCPERLT 617"110, k"1NPORTA1117"• rNtilSR A can 07 IBIS OESI81 TO THE IISTALUTION CONTRACTOR. ALPINE ptBl NEEINED PRODUCTS. INC. SHALL NOT RE RESPONSFOU FOR All OETUYIoH FROG THIS. DESEGMI ANY FAILURE To BUILD gor TRUSSES M CGOO KINCE VETH T91: OR lAIR3CATItlG. HANDL [tl0. 3NI9PIRs, 11SiAlI EEO AND IRACIRN OF TRUSSES- TIMES OESTCR C4NFORNS ')IN APPLICABLE PR0T13IOIS Of NOS ("TIOSAA DESIGN fDECIFICATTOB PDBIILIEO 6Y THE AMAICAM MUST AND PAPER ASSOCIATION) AID It). ALPINE CONNECTORS ARE MADE OF EGGA AUK AsS3 GUD QALY. STEEL. SUM AS ROitO. APPLY COBRECTO't3 10 CALK FACE OF TAOSS. AND UNLESS 01YEEVISE LOCATED OB THIS Orgies. "$)Ties CORIECTOPS PER OIAVINGS RAO A -I. THE SEAL CA CHIS DIAVINE INDICATES ACCEPTANCE or PNOFESSIOBAL ECe1NEERING RgSNSIBLLITT SOLELY FOA THE TRUSS OOBPDXINY OESIGIIHW SI. THE SUITABILITY AUSE OF THIS PO CONPONUa FOR ANY PAR19CULAN BUILDINR 1S THE 9ESPORSISILITT Of THE BO [LI1B9 DCESIUM, PER ANSWER 71995 SECTION 2- -4% . lTC LL ,e TC DL. f0h rS;Fe BC DL 10.0 .013615 * BC LL 0.0 PSS THAD. 36.0 PSF Ire OUR. FAC. 1.25 SPACING 24.0" _Scale =.375"/Ft. F R427--40707 E 03/19/98 Pil,W CAISR427 98078024 NG SAM/CWC 27296 EROM MC +GAGE-ORL,K LN.800.GAGE - T20 MONO HIP TOP CHORO 20 DF -L #1 BOT CHORE) 2x4 DF -L #1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORE) TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00. O.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.t. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PREFORS75RE. MPH.TRUSS EXPOSUREI0, 0 IN TO 15C0ABOVEEU GROUND HEIGHT. (H) THIS AREA OF BOTTOM CHORD DESIGNED TO SUPPORT 8 PLF ONLY. NO ADDITIONAL LOADING ALLOWED. THIS DNS PREPARED FROM COMPUTER INPAT (LOADS S DIMENSIONS) SUBMITTED DY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352 - DESIGNEDji HIP CORNER SETSARE CONVENTIONALLYOJACKS WITH NO WEBS. FRAMED. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. W2.5X4 0 W3X4= 4 T 1-5-9 413X4 (W) WI.SX4 M U2X4( 1} t, --2-0-0---j 4-4-7I 4-2 - J �----8-6-8 Over 2 Supports----� R-619 W-3:498' R-378 N-1.5' Wave TPI - Criteria: TPI- '•WBNIIG•• TRUSSES RIQUILE tlTROR c— in .•as.�u•�•• "' IRAc1tlB. RtrR TO BEB-91 (ABOHM CRESTALtIAM AND BRACING)• FUILISOEO BT TPI (i4DSS PLATE IHfr[TUTE. SBI O'OtlO:[0 OR.. StNTt IN. NADEmU, 11 S1119). TOR SAFETT IRACrICES /4101 TO RNSORMIRG THESE POBC1906- UINESS OT1ERUISE IUDIrdTED. TRP CUM SNALL RAV[ P[RPLRLV ATTAC•EO STRDETURAL PkNEL FUBAt�SN�A O CHORD rr OSHALL HAVE A TO nL AII&CH40T 091 17844110.. ALPINE 0063 11=0 pRODI[CIS. INC. SNAtI 1®T BE B[SPOMSTIIE r01 AMY DSTIAil01 FROB rots RESIGN. IRT FA[LUIS W BW ITE TMASES IN CONFORMANCE MRM TPC; OR FMRICATIRO. [1BR1E16. 3511"114. TISTALLIRG ADD SWACINA Of PECinaw om P BUSIED By ITHES"M" AMFRECAN 147ESE ANDCaffand UM APE& ASSOCIATION) AID �•AlP1IVE �S16tl 1 T� a RISC ARpOF =OU ASM AM USf OTfi[RyISs[[ tVAIDD ONCTMISEL EOESIGM. TKEPT AS OITION CONNECTOR$ PEA TED. APPLY CONOMTOIS TO OMI IS ICO A.Z. THT SEAL ON THIS ORANIRG INDICATES ACCEPTANCE OF "ROFESSIONAL [NBINCCRTIG COMPO��FORYANT PARTICULARTHE DU1L0)NBISOTNE RESPUMS IN ILI IT OF THE BUILD] AS DES IG HER. ER THIS ANSI/T1 1-1195 SUTION E. _. TC LL Ti�© F-*** TC OL 14° , BC OL l�lA.0 P�,�1 BC LL 0. S� PSE, TOT. LD. 36.0 DUR.FAC. 1.25 SPACING SEE ABOVE' Scale -.375"/Ft. REF 8427--40709 ATE 03/19/98 W CAUSR427 98078026 A -ENG SAM/CWC r . aN - 27293 .F OM MC (GAGEFF NALK'TH 86B GAGE / FLOORS - F TOP CHORD 4x2 OF -L #1 SOT CHORD 4x2 DF -L #18Bet. WEBS 4x2 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS'91 TABLE 7.3.3. CV C) TRUSSES TO BE SPACED AT 20.7' O.C. MAXIMUM. THIS TRUSS S AS UPSIDEDOWN. TOP OFTRUSSIMUST BEDSHOWN. CANNOT IT MARXEO BYTRUSSFABRICATOR. • THIS ONS PREPAREO FROM COMPUTER INPUT (LOkOS 3 DINERSIONS) SUBMITTED BY TRUSS MFR. REFER TO DRAWING A15D FOR TYPICAL PLATE LOCATIONS. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.22". EXPECTED VERTICAL LIVE LOAD DEFLECTION — 0.43". 2X6 #3 HEIS -FIR OR BETTER CONTINUOUS STRONGBACKS REQUIRED AT 10'0" MAXIMUM OIC SPACING PER ANSIJTPI 1-95 SECTION 13.2.4. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IN LIEU OF RIGID SHEATHING: RECOMMENDED CAMBER TOP RBD BOTTOM CHORDS 3/8' AT MTDSPAN. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED U-) .�ED 0` 24.00" D.C. IN ADDITION. A RIGID CEILINO OR 2x4 #3 H.F. NOTE: NOTSFOR UUSE HIN BALCONY SORNDECK OLOA INGECONDITIONSOHLY. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. v (V _I 10-6-^ _I 18' 8-0-0 30' Typ. W2.5X4 a W3X4- W1.5X4(R) = 415X8a T1-4-0 :;= FW3X10 W3X10 ® W2.5X4 a 413X10 = W5X8 W1.5X4(R) T fE I _L 1-4-0 +8-0- W3X10 e 20-0-0 Over 2 Supports moi o R-10224 N-1� r w R-1024 H-1.5• Note: All Plates Are Ni.5X4 Except As Shown. pest n Criteria• TPI -95 STD CA - 1 - - f S PLT TVP. Have TPI -95 R O •y TC LL 40.0 PSF R F IRE ETTRtM[ CAec 7N ►AIIICAT70R, NANDLTIO, ill1PP[NC. IYSTAll10 AND WARRIRN" iIUSSiS RAnU IIA"V9. I" To Itm-!1 INAYDIINa INSTAUINi A,* MAC=)./P10UStn n TP[ (TRUSS PLATE ["Tir E. GoO'CAW[0 D0., SUITE m. WISH. 111 U719), F01 wt" Pta"m 11101 To 0111MISE 19UCATm. TOY, 990110 Ulu NAVE PROPULT ATIACUD � � � Mar 24 98 TC OL 10.0 PSF DAT FIarm"N6 11m FUNCTIONS. UNLESS Figs. Wiva CRUD SMALL NNE A PROPERLY ATutIED 216110 Ct[t[t6. ISO. dD68005 8C OL 10.0 PSF D AU5>1! Spm -INFORTANT"* FORSM A COPT OF TNS D[SIGH TO TUE 11CiDlt1AT1D1 CONTRACTOR. "Af t nRTREEIED FFR ANY 10E11AT[a FIN Tt[i NSIEN; ANY FAILURE TO pI00Ytt . INS. SY/LL NOT 109 1ISFQZSI10L1 BUILD WE TRUSSES U CWORRANCI MITI TPI[ 0 FAIIICAT IS. NAI111I6. 01"INI, INSTALL914 AAD TNIS OE11al CRPoINS HRR APPL[CARLE PROTISIONS of ADS (NATIORAL OISIGN •.W. BC4L D. D PSF CA -E MACH OF TRUin. SAtCIF1C11161 FUSLISNEO by TIL ANnTCAN FORIST AA► RAPER ASSOCIATION) AND 9f1. ALP[[! ARE MADE or 2oOA AStN ►6SS OM/ALV. STEEL. IICIK AS NOTED. APPLY COMUCTORS TO •LD• 6O'D PSF SEN- OUV,CTUIS EAtN FACE OF TRW. MD UMtEIS ITURVI E IOCATEO of TR[S IELICN. POSITION COYNECTONS FIR IRS 160 A•1. RHI SIAL 02 TNIS DIAMI►Yl INDICATES KGE*YANCC OF PtORSSTonA0 OF ` /F� R .FAC C. 1.OD FROM HO DUN UK THIS P/Od[ICTS. R[SPOKSTBIRITY SOEE.LT FOR 199 TRUss CC/IPONENIT OESIIN SNOW. TUC SUIT401LI T MO OSE OF THIS FAISICOAAt .OILDIEM SS IME IESPONSIOIL1IF 0/ THE BUIlD1 N0 DESICAER. IR SPACING 20.7' i 9S81f tONPONCNT FOR ANI AIW"1 1.11" fECT10N 2. v 75" Ft. 43632 ' 4/98 98083001 119 13 3 QGAGEFFOWALK.4M BOB GAGE J FLOORS - F2 " TOP CHORD 4x2 DF -L #1 BOT CHORD 4x2 DF -L #1 HERS 4x2 DF -L Standerd PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONALLOADING(PERTRUSS-MANUFACTURER) ----------------------- . BC - 628 LB Cone. Load at 8.98 JPROYIDE SPECIAL HANGIR OR CONNECTION FOR 628.00#. NOTE: NOTSFORTRUSS USEHAS IN BALCONY DESIGNED DECK LOADING CONDITIONS. RESIDENTIAL ONLY. CONDITIONS IN LIEU OF RIGID SHEATHING: TOP OUR 0-c,BEINRACED By AD0ITI0N. APERLY RIGID CEILING ORED R2x45#3PH`f- OR MUSTEBEEPROPERLYY ATTACHEDNTINUOUS RAL TO THECBOTTOM CHORD.72 00' a.c. THIS On PREPARED FRON COMPUTER, INPUT (LOADS t. DIHCNSIONS) S09111TTED BY TRUSS MFR. 2 Complete •Trusses Required Ems: REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. TRUSSES TO BE SPACED AT 16.0" O.C. MAXIMUM. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH 7HE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949 AND ER -5352." NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CARN07 BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. HEM-FIR2X6 #3 OR BETTER 10 0- MAXIMUMO/C SPACING CPER IANSI/TPI R1-95AREQUIREDCKS SECTION 13.2.4. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SEE DRAWING #238.434 FOR CONNECTION DETAIL FOR TWO -MEMBER SUBSTITUTEE3X10S. WTRULOXHEN UFOR 3X8 TRULOX SHOWN DNBLE 70P AND/OR BOTTOM DETAIL, INDICATED. DETAIL, AND Bd COMMON WIRE HAIL OR FILLET HEAD T -NAIL SHOWN ON DETAIL. N-4. OPTIONAL TRUSS CONNECTION USE SIMPSON L70HP CONNECTORS ON TOP AND BOTTOM CHORD AT 48. O.C.. PLUS ONE SET AT CONCENTRATED LOAD. 30" Typ. 5-0-^ J a- 10-6-0- T- la' W3X6= N3X4 a W3X4 = 143X4 = N3X6 H W1.5X4 (R) = W1.5_X„4_(R) = T 1-4-0 1-4-0 *8-0-0 F- jjff;. W30- W3X4= W3X4= W3XEa=8= W3X6s 628# �(C) 20-0-0 Over._2 Supports R-1138 V-1.5* R,& W-1.5' 101 ®zlt Note: All Plates Are W1.5X4 Except As Shown. PLT TYP Wave TPI -95\R ARVIN G` T1232ES 1[OU[Rt [IIRCI[E CAE[ I1 .._.__- - PRCIRD. 21711 TO 8I5-91 CILMIRO INSTALL N7i AW, BRAC111RI. PUFatS11I0 IT TPI IES PR F PROUD. bas U-010FIO DD.. SIM too. Roma. wI 611191. re[ ur[TT PRACTICES ►tsoE TO PLSF wim man FUECT1on. UNLESS OITRIwISE INo1CATEo. TOP Ck= MILL HAVE PROPDLT ATTACKED STtlICTURAI "U". tOTTOw 47010 WALL HAVE A P101`110 ATTACHED RIGID CE11.182. •OIPOATANT•` ASSISI A COPT OT THIS DLSI61 TO THE INSTALLATION CDNIRA6101. &PIKE [HBIKiIRED P2aDucll. INC. SltAti HOT aRES►ORSIRLI ►D1 ANT OETIAT1ON EROt THIS DESCOt: W FUME TO BUILD TNT: TVSSLS IN COw101BANCt NITN IF" OS I1IRICATINA, W2DltW, SE IP►CIlD. I17STAAl II78 AM SPiCIi1CAT[W1 P71HLtSHFO BTOF TRUSSES. STatSCAKUtCAS FORon CONFORMCESTTno APEt ANIS SSOCIATICAI AID TPI.[ ALPINE DESIGN ODRNECiO[S ARE NAD[ of TO6A ASTM ARSS @GO OUT. STEEL, [ECEPT AS 170110- APPLT 00NRCCTOt1 TO RI No EACH FACE 01 ilUKi. Ai7D UNLESS OT810121 LOCATED OR THIS OISCON, POSITION ODNNECTDlS PER DlAliNGS 160 A-1. THE SEA ON 7115 OIANIw1 11SICOLS ACCEPTAW Or PiOrLSSONAI INR1OF THIS RESPURSIBILITT MILT FOR T8[ TEUSS CONPONINT 011161 SHORN. 111[ SUI TIBI LITT AND USC OF THIS CONPOtERT FAR A1T PAETICULAA SOILDIND IS THE 1ESPONS[BCLITT OF THE BDI LOINS DESIGNER, PER ;WijC ANSI/n. —via a... -- ''xy' TC LL K9m Her 24 '98� TC DL 10. ;U c No. tDIUR.FAC. 11,0. , � t: .aa a.o ?srs * O . 60.Og`G'Sf CI L- __1.00 .� OF .tel SPACING._=16.0 Scale -.375°/ft. REF R427--43636 RATE 03/24/98 ihbWCAGSR427 9808300S EN�PBS VM�OH - 27357 MC .(GAGEFR-WALK, LtI BOB GAGE / TOP CHORD 4x2 DF -L 11 BUT CHORD 492 OF -L #1 WEBS 4x2 DF -L Standard FLOORS_- F3) THIS ONG PREPARED FROM COkPOTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS HFR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. TRUSSES TO BE SPACED AT 16.0% O.C. MAXIMUM. PLATES DESIGNED FOR GREER LUMBER PER NDS -91 TABLE 7.3.3. 0 � ADDITIONAL LOADING (PEO TRUSS MANUFACTURER)--_-- -------------------------------------- -------- TC - From BO PLF at 0.12 tO 80 PLF at 19.88 by 2x6 $3 REM -FIR OR BETTER CONTINUOUS STRONGBACKS REQUIRED AT 10-0- MAXIMUM O/C SPACING PER ANSI/T01 1-95 SECTION 13.2.4. L—f 14 STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. N 30" Typ. 2X611 N1.5X4(R) a T 1-4-0 W5X12 to N8X14 - 2X611 W5X12s CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP Of TRUSS MUST BE MARKED BY TRUSS FABRICATOR. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.20'. EXPECTED VERTICAL LIVE LOAD OEFLECTION - 0.53-. RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 1/4' AT MIDSPAN. NOTE: THIS TRUSS HAS BEEN DESIGNED FOR RESIDENTIAL USE ONLY. NOT FOR USE IN BALCONY OR DECK LOADING CONDITIONS. W5X6fa 2X6 WSX6 W4X4 m 2X6 UI 2x6 m 2X6 W w8X14- VI. S(R) s 1-4-0 *8-0-0 W5X12 WSX12 20-0-0 Over 2 Supports R-1581 W-1.5' l ) ve TPI -95\R, De Si n Crlterta: irE- pN( • TtKf[s GcletNN ESnEec RARE [N FMR CAt[W. HAImiltm. SHIPPING. OfIALL[NO AHD IGACUO. L{/Q 0 NII -91 (tlAND m INSTALLING AND DNAC3ftQ. PUBL[S UD B[ TPI [ilDfS PUT[ CNSTC1ta t01 1,O=go on.. SUIT& too, NADIMS. HI 6""). TGe sAT[tt 1tAt13C[f PA1Ge to piRronage SISAICMAL SLS. WIM"SCMID 0Pt0►[BLT ATTACHED NAIIN AA Y ATTACNEDNt0 0 C(ILI16, 7N►CRTANT•a TUtIWI A COPT GO MS lEIIU TO TEE INSTALUTI01 WORK=- WINE UNDUM BUILD n iwSIES In 009FOORRTNoa mTw (acR IrM1CAlm. GANaurl SN1►1[ES.+tBSnLLLWINE TO Aw DBACINE D7 TRUSSES. TNtS OWCII C"FUM NI1N AP1LKJl1t[ PtDTi t11NS Gi BGS INAT[ut DESKY SPECI►[tATIM PUIL[SHED DT THE AaaLUN FLUST AGO ?APR ASSOCIATION) AGO »I. Atriti EACH F1ACE DF 1RUSf. ABU UNLESS WWI of SO" TOTNA MIS[ LOCATro 05D CALf. THIS DESIEY.CEPT S 20110' APRY P0S1T[DO CaNNCCTO25 FIX yOlS TO pRAYTSGt IW A -Z. SHE SEAL ON IN CLAMING INDICATES ACCIPGNCt DF PLOFESSIORAL EN IVEEl1NG RfSTGIS[eiLI7T SDLtLT BOB THE I=$ "NPONEBT DESIGN INOND. 1Nt iNI SDITAlGE AND UK OF 7X75 uxrofaT Foe ANT�P/ATICAM IUILDTNN 13 THE InFORSIDILIIT OF Tl[ 1D[lOGEAND Pte �O m (;A/- 1 TC LL - r-.0 40 PS�t .'98` Mar 24. TC DL 10.0 0 No.0 6 BC DL 10.0 PSF �• BC LL 0.0 PSO TOT.LD. 60.0 PSF ML ��CIA13 DUR.FAC. 1.00 SPACING 16.00 3__-.375"/Ft- R427 - - 43633 -.375"/Ft.8427--43633 03/24/98 (- 427 98083002 c pBC16WH 27325 CV E 4GAGEF"VAAK .III B013 GAGE / FLOORS - F4 TOP CHORD 4x2 DF -1. #1 BOT CHORD 4x2 DF -L #1 WEBS 4x2 DF -L Standard AS IT THIS TRUSS TOP OFSTBE RUSSIMUSTLBEO14ARKED BY.CANNOT TRUSS FABRICATOR. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' O.c. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED G 72.00° O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --�--2-3-0 28' Typ. ' THIS DHS PREPARED FROM COHPUTER INPUT (LOADS d DIAEHSIONS) SUSHITTED BT TRUSS HFR. PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. TRUSSES TO BE SPACED AT 16.0' O.C. MAXIMUM. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949 AND ER -5352 - NOTE: THIS TRUSS HAS BEEN DESIGNED FOR RESIDENTIAL USE ONLY. NOT FOR USE IN BALCONY OR DECK LOADING CONDITIONS. w2.5X4 = W2.5X4 ® N1.5X4 M W3X4= V1 .5X4 M W1.5X4(R) OX4= -1- -0-7-2 -T- 040-0 0-8-I4 W3X4- 12.5X4 $ W1. 5X4 11 1,13X6$ - -1-8 Over 2 Support R-372 W-3.5' _ R-347 W-1.5° T sign Criteria: TPI- 'RARmIKC- TRUSSES AEUUM- 6�CU16. RE►IR TO WR -NI (gANKM 1NSTALL[AO ARD 6AACINS), POILISM By WE (T[USS PLATE INSTITUTE. 567 D'o=o DR.. SUITE 200, HADESOI. YI 63)19). CON SAFETY fBACFIt[S PRIOR TO �NENO THESE FE pNNCROYS. UNLESS OTKWSE polU fO. LDP CIHlAO SBLLL NAlf M ERLV ATTACHED STHUCTUAAL PALS. BOTTOM CN@D snKk HAVE A PAOHNLF ATTACHED RlflO CECLIM. PINE EN61X[EBtO '41NPORTANT" FDINISN A COPY OF ISM OCSEW TO TNI INITALLATTON CONTRACSLN- VMLCTS. TEL. Si1Mt NOT 8t PISPOSM4 CON AYY OEYIAT[OR FROM TBT] DTS[fiY; ANY FAILURE TO WILD ME MSES SO YSCIsiOR[ 76B TS UINS RCTNAAPPLIICA84C fRNG AIM OVISI40SSOf KOSO(NATU IONILEDf94N SPECIFlOF10C&TION PUILSSNIA RY THE ItH WY FO FOREST AND PAPER ASSOCIATEORI AND TPI. AIME CORRCCIORS AR[ MADE OF )OSA ASTM AA53 6Rt0 6)41. ]TE(l. EECCPT AL TORO. ApitY COIONC70A5 TO EACH FACE Of TRUSS. AND UNLESS OTHENNIS[ LOCARO ON ISIS 6ESI6N. POSITION COINtCTOAS PER OAAyleOi IAO A -I. THE SEAL ON tN[3 ORAYIRG 1601CAR5 ACC[PTMO( OI PROFESSIORAL ENDINEERINII R4SNN]ISIttTV SOLELV FOR THE TRUSS COHPOetNY DIST" SNDNH., THC SUI TABIlI1T AND USE OF iN[S ANKFMNI1'09 A3Y PA911CULAR OUIMAG IS RE /tStONS1OILITT OF THE 603LOIRS DESIGNER. PER S11171 T - y CAF - G Scale -.37S"/Ft ly�gQ� TC LL �S t REF 8427--43637 Mar 24.•98 TC DL 10, P ATE 03/24/98 No. C C DL 1 ' PK- CAVSR427 98083006 Em. as 8C LL 0.0 y P8C/GWH TOT.LD. 60.0 F F - 27350 >� CI L,P DUR.FAC. 1.00 F MC SPACING 16.0" x. .a K.I0 BOB BADE I —FLOORS - TOP CHORD 4x2 OF•L 01 BOT CHORD 4x•2 OF -L 01 WEBS 4x2 DF -L Standard PLATES DESIGNED FOR GREEK LUMBER PER NUS -91 TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS RUST BE MARKED BY TRUSS FABRICATOR. NOTE: THIS TRUSS HAS BEEN DESIGNED FOR RESIDENTIAL USE ONLY. Mo NOT FOR USE IN BALCONY OR DECK LOADING CONDITIONS- F00 ONDITIONS. F00 n N -•-- 5- 4- 8---= Ij�18"—�---2 - 3 - 0--� 300 Typ. THIS DHO PREPARED FROM COMPV ER IHPUT (LOADS S DINEHSIORS) SUBMITTED BY TRUSS HFR. REFER TO DRAWING A1S0 FOR TYPICAL.PLATE LOCATIONS. TRUSS£S'TO BE SPACED AT 16.0' O.C. MAXIMUM - CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O, RESEARCH REPORT #2949 AND ER -5352. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00 O.C. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o,c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W1.SX4 D W2, 5X4 _ 1W1.5X4 AI W3X4= W1.SX4 0 w1.5X4(R) 3 W1.SX (R) = T 1-4-0 1-4-0 E B-0-0 W2.5X4 W1.5X4 II W3X6 Id3X6- -1-8 Over 2 Supports _s _ _ _ - R-357 N-1.5' R-357 W -1:b' 1a: TPI- "YAREITG•' TRUSSES REQUIRE 9"Itur ce.. ....o:......., - - - 1IACINS. oil" to O14•11 (TARR11R4 ]WALLING ARD tAAt1381. f7PFOk SAF TT TMI [ES PR OR 10 1NSTISu1 6. $41 1'RRiPI4 PA.. S4ITE ERO, RADISM. BI S1P1►I, FOR SAFETY iRACTICEi PRIOR 7D P�SGELESS SA Ttop 01D IME PROPERLY A7UCHED SIGUTmA1 1RlfORtTOBceONNSRALI EFROP[tLi �TTACM0RI5CEttpR 10 1f0 AIt`ETNFWINE nWUTS.IOC. SNKEDE H/R [WE FOR ANT DEVIATION FROH T $ DESIG; My FAIL IMP SLLAC•NOlot OFTTRUSSES. �m1� 6➢WITH C.ORF410 PITHAR�C4TIABLE PRONISIORSSHIPPING. Hn 4 ALIDES M SPECIFECATION PUILISHEO Of THE AYIAICAN FOREST AND PAPER ASSOCIATION) IUCD TPI. AIPTRE CORRECTORS AR RADE OF NSA ASTM A6S3 SAID CAM SEE I. EIC(PT AS VOTED. ARILS CORHECTORS TO [ACK PACE 0► TRUSS, AND UNLESS OTNfAYIS( LOCATED ON MIS RESIGN. POSITION CORRECT" PER DR.1as 160 A -T. THE SEAL ON THIS DRANIND INDICATES ACCENTANCE OF PROFESSIONAL [NGITi7C1YB RE S,ONlRI LITT SOLELY FOR THE TRUSS COMPOHEI6 111316H SHDNDI. THE SU RAR LLI7Y AND USE 03 i815 COMPONENT FOR AMP PARTICULAR BUILDING 93 THE RE3PONSIRIL)IY OF THE"M OESIeRER. ►1A AV;IFTPl 1•lRT5 SECTION E_ 1 `� Seale y�qQ� TC LL 40.0P Rlsr) R427--43635 mar0 24 '98t TC DL 10.` 'D`, + 03/24/98 no. 05=5 � 9C DL 10.0 PS D 427 98083004 e s999 BC LL 0.0 PS /GWH * TOT.LD. 60.0 PSF Qf - 332 DUR.FAC. 1.00 FRO C SPACING 16.0" r` a - tGABEFP WALK'IW BOB GAGE 1 TOP CHORD 4X2 OF -L #1 BOT CHORD 4x2 OF -L #1 WEBS 4x2 DF -t Standard THIS DBG PREPARED FROM COMPUTER IHnT (LOADS E DIHE$SIOHS) SUBMITTED BY TRUSS HFR. FLOORS - FG) CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 1.3.3. v C� REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE THISSS AS BEEN BALCONYSORNED DECKOLOADINGENTIAL USE ONLY. CONDITIONS. M O In 92 0 .-1 00 r`- i ko r-1 LL- A tL Z H 30" Typ. W1. 5X4 U1 W1.5X4 W . 5X4 UI W1 612.5X4 = W1.5X4 (R) � W1.5X4(R) = 1-4-0 I-4-0 qW:31V4 e W3X6= W2X411 P 5-8-0 Oyer-=2=Suppotts;=��, < R=318 W-1.5' R-328 W-1.5" -9 IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED QI 12.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 518 Design Criteria: TPI-! 'LULRIIT....35 TROSSLS lEOOIRE EITRIRL URI IN F►RItCATION. HAROtin. SHIPP=. 153MLIKG ABU RACING. LEfIR TO R11•Rl (HANDLI:t6 IASTALLI NR An BAACIIqj. PiNIIISNEO RT TPI (TRUSS K►TL [RSTITUTI. SS) D'ONOFIO DR.. SUITE 200. IUOISON. HI 63". F% SAFETY FOACFIC43 MOB TO FSIFORMU6 THESE FORCTIOIf. UNLESS DTe>xWIs[ IRDICAFEO. TOP OM SNAIL HAVE PROP{RLY ATT►CRD STLOL71�A1 PANICS. BUTT"CHORD SHALL NATE ► PROPERLY ATTAOItp Mn CEILING. -IRPOITANI** FURNISH A tOPY OF THIS Oulu TO THE IHSTbIUT{Cbl WNTAACTOR. ALPEYE T]Wllitii¢W PLODUCTS. INC WALL or of. RSSPODS/BLE FOR ANF PEY3ATI031 ISCH THIS OESIOIIi ANY FAILORS TO BUILD THE TAOSSIS IN 0DWaRIMU KITH TPI; OR FAfRICATCRO. NAR011116. SDISM8. LNSTAIL[N6 ALO BRACLRa OF iRUSSlS. THIS OET16t COIFORN3 WISH APPLICA11E PIOT]SICHS N 18S (IATIONri CES"W SIECIFICATIOIf PUBLISHED BY THE AINAICAa ICAEST AIU1 PAPER ASSOCIATICO) AW TPI. AL011v _ IMS j�5Of ARE ANDor UNLESS OTHEAYISE LOCATED ON YHISLirgpl AS DESICO' "$]TICS COINECICQS ►Et. APPLY a f0 6MILKS 110 A -I. THE SEAL ON THIS OR►vIMB EHDLCATIS ACCEPTARCE OF PROFIS3IOAAL IN_NINECRINI AEDU➢ONEATIFORYASOLELY FOR nit TRU$S ILY PARTIWLAA UaDTN6ISDTHE NESPOMBILITY U THE RUILDINCSUITABILITY PESICYER EPER TH[S AMITPI 1-190 SICTIO7 Z. F 1 - `' �� Scale =.375° Ft. gOv y TC LL REF 8427--43634 Mar 24,'98 TC DL 10 I' F ATE 03/24/98 No. C BC DL 1 P R CAVSR427 9808300S eRa. o` B BC LL 0.0 A NG PBC/GWH TOT.LD. 60.0 PSF QN - 27329 ►� I,P DUR.FAC. 1.00 M MC OF SPACING 24.00 This safety alert symbol is used to attract your attentioni PERSONAL SAFETY ISINVOLVEDI 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 Summar Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the ins taIter (builder. building contractor, licensed contractor, erector or erection contractor to properly receive, unload, store. handle, install and brace metal plate connected wood trusses to protect life and property, The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as supericr to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn - ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein bybuilding designers, installers, andothers. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ;TRUSS'STORAGEh CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. JACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bendingand lessen moisture ain. braced to prevent toppling or tipping. 9 WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. WARNING: -Do not lift bundled trusses by the bands. Do not use damaged trusses. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. • Frame 1 Up to 24' 1 3/12 1 8 17 1 12 Over 24' - 42.' 3/12 1 7 10 1 6 Over L2'- 54" 1 3/12 1 6' 6 1 4 Over 54' 1 See a re istared prolessional en ineer DF - Douglas Fir -Larch SP - Southern Pine G. HF - Hem -Fir SPF - Spruce -Pine -Fir 1:P z ,yo' Diagonal brace also required on end'verticals. \ \ r Top cYo -dsthat are laterdl+braced can bu c de togetherandcausecadlapseifthereisnodiagio- nal bracing.. Diagonatmra:i�gshould be naiLed C t to the underside of the top chord when purirns f 2qy are attached to the tcpsi-_e of the top chord. PLUMB -45° 12 3 or `greater �� 6. \ j (Ce\ .f All lateral braces lapped at least 2 trusses. Contirlt.cu- Top Chord Latefe13-ace Required 10' orG:eater Atachrnent Req Aced --/ ®WARNING: Failure to follow these recommendations could result in severe oersonal injury or damage to trusses or buildings. A " I I I` Truss I �� D th D(Iri D/50 D(f>1 12" 1/4" V- "24" 24" 12" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' BOW Length L(in) Lesser of L/200 or 2" L(in) ;Je L(in) 1 .......... .1, D(in) I Lesser of U200 or 2" I Lesser of D/50 or 2' Maximum Plumb Misplaceme-tt Line L(In) 200:::::.L 50" 14" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' L(in) ,L/230 L(YJ 209' , 16.i 250" 1-1 A" 20.8 300" 1-1/2" 25.0' OUT -OF -PLL MB INSTALLATION TCLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut mousses.® construction loads of any description beplacpd on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ei �A'Z l�0 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL TOPCHO,RD CHORD TRUSS: TOP`CHORD. DIAGONAL BRACE;, MINIMUM LATERAL BRACE SPACING (DBS) SPAN DEPTH B SPACING,(Ls) #trusses togetherand cause collapse if there is no diago- Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 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 ei �A'Z l�0 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 esse4iial for stability and must be dl.plicated on both ends of the truss system. =450 20, ft f OTry�es S, Ac��F/Nfi ?' 00, 99 O1 g2 A WARNING: Failure to follow these recommendations could res -At in c; severexersonal injury or darage to trusses or buildings. A 2.i. PARALLEL CHORD TRUSS TOP CHORD Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. / 30 1 s asses /! OZ' o.c, All lateral braces lapped at least two End diagonals are -essential for stability and must be duplicated ow both ends of the truss system. x450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10' or Greater I Attachment Required - + TA" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4/2x6 PARALLEL Continuous CHORD TRUSS: Top chord ..: .. Lateral Bract Required Top chords that a re laterally braced canbuckle togetherand cause collapse if there 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 All lateral braces lapped / at least two trusses. End diagonals are esse4iial for stability and must be dl.plicated on both ends of the truss system. =450 20, ft f OTry�es S, Ac��F/Nfi ?' 00, 99 O1 g2 A WARNING: Failure to follow these recommendations could res -At in c; severexersonal injury or darage to trusses or buildings. A 2.i. PARALLEL CHORD TRUSS TOP CHORD Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. / 30 1 s asses /! OZ' o.c, All lateral braces lapped at least two End diagonals are -essential for stability and must be duplicated ow both ends of the truss system. x450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10' or Greater I Attachment Required - + TA" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. lAWARNING: Do nol attach cables, chains, or I hooks to the web members. Tag Line 7 60- � or less r-+ /Approximately Approximately Tag '/z truss length 'rn truss length Line WARNING: Do not lift single trusses w1h spans greater than 30' by the peak. Truss spans less 1h31 30'. Lifting devices should be connected to the truss top chord with a closed-loop Strongback/ Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, SpreaderBar Toe In Toe In 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 Approxi-nately the lifting device until the ends of the Approximately 1/2 to Y3 truss len i truss are securely fastened and tempo- =/3 to 3/, truss length Less than or ecual to 60' rary bracing is installed. / Greater than 60' Tag Line Tag Line Bar Spreader Strongback/ P SpreaderBar 10' :0 Toe In Toe In At or above mid -height N NV IV a I_ Approximately J Approximately to , '/Y to Y3 truss len 1h 7/3 to /, truss length Tag T!g Less than or equal to 60' Line Line Greater than 60' truss of lateral CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configiurations. Consult a registered professional engineer if a different bracing arrancement is desired. The engineer may design bracing in accordance with TPI's A 4 Recommended Desi n Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, anic in sone cases determine that a wider spacing is possible. Note: 2nd floor brace ®� rade Ground . di els (GBD) system skall have tachy to support group Ground brace diagonals (GBE Ground brace vertical (GBV) Backup ground stake f 1°t Driven floor I ground stakes ACAJTION Ground bracing required for all installations. Frame 2 Typical vertical attachment I plan Blockhng Ground Brace Verticals'GEIV) brace (�) 1 tuned brace lateral oup of trusses �- EY (EB) 1 Strut (ST) 4 Typical horizontal tie member vitC multiple stakes (HT) f x o :Tor. chords'thatare raterallrbraced can buckle togptherand cause oollapse Hthere la no diago- natbracing. Diagonal braangshouldbenalled to the u aderside a" he top -chord when purlins are attached to the topside of the top chord. =W Up to 32' 4/12 1 8' 20 15 Over 32' - 48' 4/12 1 6' 10 7 Over 48' - 60' 4/12 1 5' 1 6 14 I ever 6o' I see a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater o<�ega 32 / Attachment Required - WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A LP to 28' 1 2.5 7'1 17 1 12 Ovei 2;3'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Ove- 60' See a registered professional engineer DF- Douglas Fir -Larch FiF - Aern-Fir Cortiruous Top Cnord Lateral Brad —� Requi•ed 1C° or Grater ARachmer.1 Req.jired J SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. i —iii►'+� ao0� @ee yy �Q y9QQ\ Top chords that are laterally braced ran bu-de togetherandcause collapse ifthere isnodiaao- nal bracing. Diagonal bracing should be n: Led to the underside of the top chord when pu -6ns wry =45° are attached to the topside of the top choA. Frame 3 12 -� 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. QWARNING: Failure to follow these recommendations could result in Q severe nersonal iniury or damane to trusses or huildinns_ Cross bracing repeated at each end of the building and at 20' Intervals. BOTTOM CHORD'; BOTTOM CHORp DIAGONAL BRACE MINIMUM ' iLATERAL BRACE SPACING (DBS SPAN PIT russes] Up to 32' 1 4/12 1 15' 20 15 Over 32'- 48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. QWARNING: Failure to follow these recommendations could result in Q severe nersonal iniury or damane to trusses or huildinns_ Cross bracing repeated at each end of the building and at 20' Intervals. February 23, 2000 Robert Gage 6 Moraga Dr. Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Building Permit Number: 98-2318 Assessor's Parcel Number: 041-540-015 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Please provide a letter from the project engineer that he has reviewed the new truss engineering and that it still complies with his original design and calculations. 2. You submitted a revision to your plans last July. This revision was not approved because it involves welds and we need a copy of a certificate from a certified welder or a special inspection at the job site. Please let me know how you will take care of this item. A Plan check of these two revisions will continue upon receipt of the above items. Additional items may be required when -plan check is resumed. Sincerely, Linda Sexton Building Inspector III. 1