HomeMy WebLinkAboutM004.0Truss Connector Total ListManuf Product QtyHD28X SKL45 1HD28X SKR45 1HJC26 2JL24 37USP JL24IF-TZ 1JL26 1USP JUS24 21USP JUS26 11USP One HHCP2 4One RT4 146SNP3 23Connector LegendProductHangers BottomHJC26JL24JL24IF-TZJL26JUS24JUS26SNP3HoldDowns BottomOne HHCP2One RT4ATTICACCESSLG120-08-0021-10-0811-01-086-00-0019-02-005-00-0011-01-00 10-07-006-00-0053-08-0019-07-0816-02-08LGLGACGR1CGR2HRHRJ07J05J02J01J07J05J02J01J07J05J02J01J07J05J02J01DGE1FT01AGR2AGR1AT02AT03AT01AT04AH02AH01GRFT02FT03HR1HR1J07J04J07GR01J07J07BGE1DT03AM04DT04FGR1J06J06GGE1GGE2GR03GR02AM05V1V5V4V3VV2V2HD28X SKL45
One HHCP2HD28X SKR45One HHCP2SNP3SNP3SNP3SNP3SNP3SNP3SNP3JL24HJC26One HHCP2HJC26One HHCP2JL26JL24SNP3JL24IF-TZJL24JL24JL24SNP3SNP3SNP3JL24JL24SNP3SNP3JL24JL24JUS24SNP3JUS24JUS26JL24JL24ET01(9)J(2)J03(6)J03(2)DT02(10)DT02(2)DT01(14)AM01(7)AM02(14)AM03(12)14-08-0021-10-0814-09-002-04-086-00-0018-06-004-04-001-04-001-02-001-04-001-02-081-04-001-04-001-04-001-03-081-04-001-04-001-04-001-02-081-04-001-04-008-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-000-08IMPORTANTTHIS 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#: 1803094RPO#:Date: 12/6/2018Drawn By:Designed By:Checked By:ROOF LOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²Building Code: IRC2015Wind Speed: 115 mphOn-Center Spacing: 24" U.N.O.2099 SF220 LF57 LF66 LF50 LF75.37 LFROOF DATATHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION ANDPLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.TG54Pyatt Builders,ROOF TRUSS PLACEMENT PLAN1803094R1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916PLAN DATE : 12/03/2018_SHEET-3