HomeMy WebLinkAboutM004.0Truss Connector Total ListManuf Product QtyUSP HUS26 26USP JUS24 4USP JUS26 6USP THD26-2 1USP THDH26-2 1USP RT7A* 90LAY1LAY2CG01CE01AE01(10) HUS6DG01(8) HUS26AE02AE03DG02EG01B01BG01EE01BE02(5) HUS26BG03B08B07B06B05BG02EJ01EJ02(2) JUS24(2) JUS24D02D03DG03(3) JUS26(3) JUS26B03BE01B01V3AV3BV3CV3DV2AV2BV2CV2DV2EV1DV1CV1BV1AV1HUS26THD26-2THDH26-2HUS26HUS26(4) A1 (2) A2 (5) A3 (4) A4(9) D01(3) B02(3) EJ03(2) B0432-03-0810-09-0819-07-001-08-001-00-001-00-001-00-001-00-0086-08-007-06-0013-01-0850-11-0813-09-001-04-008-11-004-10-001-06-006-00-0015-11-1319-05-0315-06-088-08-056-10-031-00-001-00-001-00-001-00-001-00-0030-07-088-08-08 10-08-00 11-00-006-02-00 4-10-001-03-007-09-001-08-009-00-002-00-001-00-001-00-001-00-001-00-00IMPORTANTTHIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUALCOMPONENTS ONLY, AND DOES NOT CONSTITUTE ANENGINEERED DOCUMENT..Roof Area:OverhangLength:Eave Length:Hip Length:Valley Length:Ridge Length:SHEET NUMBER:R1.1Roof TrussPlacement PlanSCALE: NTSJob#:23599-23599APO#:Date:3/11/2021Drawn By: MMDesigner: MMChk'd 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.6024.34 SF286.94 LF385.88 LF8.93 LF262.27 LF253.67 LFROOF DATATHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION ANDPLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.TG184 RF A6903 Antiquity Dr.Carmel, IndianaROOF TRUSS PLACEMENT PLAN23599-23599A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916NOTEPROPER BEARING AND BEARING DESIGN INCLUDINGANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER, ARCHITECT AND / OR BUILDING ENGINEER. REFER TOINDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUMREQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY IN THESEAREAS 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 QUESTIONS CALL84 COMPONENTS. PROPER INSTALLATION, AND HANDLING OFCOMPONENTS IS THE RESPONSIBILITY OF THE ERECTINGCONTRACTOR. 84 COMPONENTS MUST BE NOTIFIED OF ANYPROBLEMS, AND AFFORDED THE OPPORTUNITY TO REVIEW, ANDMAKE NECESSARY CORRECTIONS, OR NO BACK CHARGES WILLBE ACCEPTED OR APPROVED.WARNINGWARNINGS, AND INSTRUCTIONS FOR ERECTIONOF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE. KEEPTHIS INFORMATION ON THE JOB SITE. THESE DOCUMENTS WILLALSO BE NEEDED FOR JOB SITE INSPECTION. MISUSE ANDIMPROPER INSTALLATION OF COMPONENTS MAY RESULT INFAILURE, BODILY INJURY, LOSS OF PROPERTY, AND / OR LIFE.FOR SUMBITTAL