HomeMy WebLinkAboutM004.0 - TRUSS LAYOUTTruss Connector Total ListManuf Product QtyMiTek HJC26 1MiTek JUS24 16MiTek JUS26 2MiTek THD26-2 2MiTek RT7A* 100Start 2' O.C.Spacing Start 2' O.C. Spacing Start 2' O.C. Spacing Start 2' O.C. Spacing Start 2' O.C. SpacingStart 2' O.C.SpacingStart 2' O.C.SpacingStart 2' O.C.SpacingStart 2' O.C.SpacingStart 2' O.C.SpacingM01M01M04M06(4) M02(2) M02(4) M03(6) M05(8) M07L01L01L02(2) JUS26C03C01B02B01(2) JUS24B07B04(3) JUS24B03(7) JUS24A06A05(2) JUS24(2) JUS24A01B09J06J07J02J03J04CJ0 2J10J10J10J11J11J09CJ01J09J05J02J03J04CJ02J10V04V03V02V01V05THD26-2THD26-2HJC26(2) C02(11) B06(2) B05(2) A04(2) A03(3) A02(7) B08(3) J08(2) J0152-0-83-3-855-4-01-4-011-7-0 24-7-0 17-10-055-4-08-9-88-10-85-4-012-10-035-10-013-7-822-2-835-10-011-7-82-0-01-4-036-2-0 14-6-816-3-05-11-82-3-513-3-52-3-53-11-04-10-86-0-021-8-02-10-06-81-2-81-2-81-1-13IMPORTANTTHIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUALCOMPONENTS ONLY, AND DOES NOT CONSTITUTE ANENGINEERED DOCUMENT.NOTEPROPER BEARING AND BEARING DESIGN INCLUDINGANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER, ARCHITECT AND / OR BUILDING ENGINEER. REFERTO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUMREQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY INTHESE AREAS OF CONCERN.BRACINGERECTION, TEMPORARY, AND PERMANENT BRACING IS THERESPONSIBILITY OF THE CONTRACTOR AND / OR BUILDINGDESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FORADDITIONAL BRACING REQUIREMENTS. REFER TO BCSI-B1SUMMARY SHEET. THE STRUCTURAL BUILDING COMPONENTSASSOCIATION COMMENTARY, AND RECOMMENDATIONS FORHANDLING, INSTALLING & BRACING METAL PLATE CONNECTEDWOOD TRUSSES.www.sbcindustry.comINSTALLATIONDO NOT CUT, DRILL, OR ALTER TRUSSES. ANY QUESTIONSCALL 84 COMPONENTS. PROPER INSTALLATION, ANDHANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THEERECTING CONTRACTOR. 84 COMPONENTS MUST BENOTIFIED OF ANY PROBLEMS, AND AFFORDED THEOPPORTUNITY TO REVIEW, AND MAKE NECESSARYCORRECTIONS, OR NO BACK CHARGES WILL BE ACCEPTEDOR APPROVED.WARNINGWARNINGS, AND INSTRUCTIONS FOR ERECTIONOF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.KEEP THIS INFORMATION ON THE JOB SITE. THESEDOCUMENTS WILL ALSO BE NEEDED FOR JOB SITEINSPECTION. MISUSE AND IMPROPER INSTALLATION OFCOMPONENTS MAY RESULT IN FAILURE, BODILY INJURY, LOSSOF PROPERTY, AND / OR LIFE.Roof Area:Overhang Length:Eave Length:Hip Length:Valley Length:Ridge Length:SHEET NUMBER:SCALE: NTSTCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²Building Code: IRC 2012Wind Speed: 115 mphOn-Center Spacing: 24" U.N.O.2118.1 SF225.43 LF85.13 LF47.19 LF50.51 LF80.19 LFTHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.Brooklyn6940 Pickett PlaceCarmel, Indiana 46033ROOF TRUSS PLACEMENT PLAN28205-28205A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916