HomeMy WebLinkAboutM004.0 24" OC SPACINGTruss Connector Total ListManufProduct QtyUSP HJC261USP HUS269USP RT7A*100Hatch Legend2' STEP CLG44-00-00 10-00-0054-00-004-03-00 6-00-00 23-01-00 20-08-0054-00-0017-00-00 4-08-00 14-02-0035-10-0012-00-00 23-10-0035-10-00LAY3LAY2LAY2LAY1H01H02(5) HUS26A04H03B02CJ01J01J02J01J02C01(3) HUS26J04MJ01MJ02MJ03MJ04J03MJ01MJ02MJ03MJ04MJ09MJ010J05CJ02CJ02
CJ 02
M01M03M04MJ05MJ06J016MJ08J010J012MJ07J07 CJ03CJ 03
J09J012V01V02V03V04 HJC26HUS26(8) A01 (2) A01 (3) A03 (4) A02(5) B01(2) J03(3) C02(2) J06(2) J05(2) J05(5) M02(2) J08 (4) J015(3) J011 (2) J013(9) J0176-00-002-00-002-00-002-00-002-00-002-00-006-00-00IMPORTANTTHIS 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.RoofArea: Overhang Length: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER:R1.1RoofTrussPlacementPlanSCALE: NTSJob#: 24450PO#:Date: 4/21/2021Drawn 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.2115.49SF261.68 LF60.61 LF78.26LF25.15 LF60.67 LFROOF DATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG16014284 WILBUR RDCARMEL , INROOFTRUSSPLACEMENTPLAN244501850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
05/26/21