HomeMy WebLinkAboutM004.0Truss Connector Total ListManuf Product QtyHJC26 1USP HUS26 21USP JUS24 16USP JUS26 10USP One HHCP2 1USP One RT7A 59SNP3 4Connector LegendProductHangers BottomHJC26HUS26JUS24JUS26SNP3HoldDowns BottomOne HHCP2One RT7AATTICACCESSATTICACCESSFRAMING BY OTHERSLG120' 4"12' 8"23' 5"10' 3"15' 0" 11' 4"10' 4"17' 8"30' 4"21' 8"8' 0" 7' 10"BGR1AGR1BGE1BGE2BT02AGE2AGE1DGE1AGE3CGE1EGR1AH02AH01HRFGE1J03J02J03J02GGE1GGE1V1V3V6VV2V5V8V4V7V4V7HJC26One HHCP2HUS26HUS26JUS24JUS26JUS24SNP3SNP3JUS26JUS24BT01(2)AT02(3)AT01(9)DT01(2)AT03(5)AT04(2)CT01(4)AM01(8)J01(3)AM02(6)48' 0" 4' 0" 30' 8"16' 4" 5' 0" 12' 6"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"10"2' 0"2' 0" 1' 9" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 10 1/2"IMPORTANTTHIS 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:R1.1Roof TrussPlacement PlanSCALE: NTSJob#: 1900561PO#:Date: 3/4/2019Drawn By:Designed By:Checked By:ROOF LOADS:TCLL: 20.000 lb/ft²TCDL: 10.000 lb/ft²BCLL: 0.000 lb/ft²BCDL:10.000 lb/ft²Building Code: IRC2015Wind Speed: 115.0 mphOn-Center Spacing: 24" U.N.O.2350.57 SF155.58 LF209.37 LF16.28 LF74 LF0 LFROOF DATATHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION ANDPLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.TG56Pyatt Builders,ROOF TRUSS PLACEMENT PLAN19005611850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916PLAN DATE : 02/19/2019_SHEET-3