HomeMy WebLinkAboutM004.024" OCSPACING 24" OC SPACING 24" OC SPACING24" OCSPACINGTruss Connector Total ListManufProduct QtyUSP HJC261USP HUS268USP JUS243USP RT7A*100Hatch Legend2' STEP CLG8-00-00 21-08-00 30-04-0060-00-0023-05-00 10-03-00 15-00-00 11-04-0060-00-0020-04-00 12-08-00 2-10-0035-10-007-10-00 17-08-00 10-04-0035-10-00LAY1LAY2LAY4LAY3LAY3A01A02A03A04A06A08A09A10A11A12(8) HUS26A13B01C01C02C03D01D02CJ02J02J03J012J02J03(3) JUS24J05MJ01MJ02MJ03J07J08J07J08CJ03E01MJ04MJ05MJ06MJ07MJ04MJ05MJ06MJ07CJ01 CJ01J013J013V05V06V01 V02V03HJC26JUS24(5) A05 (3) A07(2) B02(4) J04(3) D03(4) J10(8) J06 (3) J09(2) MJ08(2) J01(2) J01(6) J0142 PLY10-00-002-07-005-00-006-00-006-00-00IMPORTANTTHIS DRAWINGIS FOR FIELD PLACEMENT OF INDIVIDUALCOMPONENTS ONLY,AND DOES NOT CONSTITUTE ANENGINEERED DOCUMENT.NOTEPROPER BEARINGAND BEARINGDESIGN INCLUDINGANCHORAGE,IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER,ARCHITECT AND /OR BUILDINGENGINEER. REFERTO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS,MINIMUMREQUIRED BEARINGSIZE,UPLIFT,AND ADDITIONAL LOADS.84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY INTHESE AREAS OF CONCERN.BRACINGERECTION,TEMPORARY,AND PERMANENT BRACINGIS THERESPONSIBILITY OF THE CONTRACTOR AND /OR BUILDINGDESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FORADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTSASSOCIATION COMMENTARY,AND RECOMMENDATIONS FORHANDLING,INSTALLING&BRACINGMETAL PLATE CONNECTEDWOOD TRUSSES. www.sbcindustry.comINSTALLATIONDO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONSCALL 84 COMPONENTS. PROPER INSTALLATION,ANDHANDLINGOF COMPONENTS IS THE RESPONSIBILITY OF THEERECTINGCONTRACTOR. 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.RoofArea: Overhang Length: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER:R1.1RoofTrussPlacementPlanSCALE: NTSJob#: 23615PO#:Date: 2/25/2021Drawn By: DSDesigned By: DSChecked By:ROOF LOADS:TCLL: 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.2299.69 SF216.5LF87.93 LF90.42 LF41.56 LF57.72 LFROOF DATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG1541458 WILBUR RDCARMEL, INROOFTRUSSPLACEMENTPLAN236151850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-091603/16/21