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HomeMy WebLinkAboutM004.0 - V2Truss Connector Total List Manuf Product Qty MiTek HUS26 25 MiTek JUS24 6 MiTek JUS26 4 USP RT7A* 80 USP SBP4* 6 Start 2' O.C. SpacingStart 2' O.C. Spacing Start 2' O.C. SpacingStart 2' O.C. Spacing (5) JUS24 (5) HUS26(5) HUS26 C04 C05EJ01 EJ03E01 (4) JUS26 (5) HUS26 C03 D01D04D01(10) HUS26 C01 B01A01A03V06 V01V07V08V09V02V04 V11 V14 V17 V20 V23 V27 V29 V03 V10 V13 V16 V19 V22 V26 V28 V05 V12 V15 V18 V21 V24 V25 JUS24SBP4 SBP4 SPB4 (4) EJ02 (2) E02(5) D02 (4) D03 (5) D05 (6) C02(2) B02 (13) A02 30-4-8 20-0-010-4-8 86-8-01-4-0 65-8-018-4-01-4-0 30-4-8 5-4-0 25-0-8 2-1-84-7-029-3-814-0-015-8-0IMPORTANTTHISDRAWINGISFORFIELDPLACEMENTOFINDIVIDUALCOMPONENTSONLY,ANDDOESNOTCONSTITUTEANENGINEEREDDOCUMENT.NOTEPROPERBEARINGANDBEARINGDESIGNINCLUDINGANCHORAGE,ISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER,ARCHITECTAND/ORBUILDINGENGINEER.REFERTOINDIVIDUALTRUSSDESIGNSFORREACTIONS,MINIMUMREQUIREDBEARINGSIZE,UPLIFT,ANDADDITIONALLOADS.84COMPONENTSDOESNOTASSUMERESPONSIBILITYINTHESEAREASOFCONCERN.BRACINGERECTION,TEMPORARY,ANDPERMANENTBRACINGISTHERESPONSIBILITYOFTHECONTRACTORAND/ORBUILDINGDESIGNER.REFERTOINDIVIDUALTRUSSDESIGNSFORADDITIONALBRACINGREQUIREMENTS.REFERTOBCSI-B1SUMMARYSHEET.THESTRUCTURALBUILDINGCOMPONENTSASSOCIATIONCOMMENTARY,ANDRECOMMENDATIONSFORHANDLING,INSTALLING&BRACINGMETALPLATECONNECTEDWOODTRUSSES.www.sbcindustry.comINSTALLATIONDONOTCUT,DRILL,ORALTERTRUSSES.ANYQUESTIONSCALL84COMPONENTS.PROPERINSTALLATION,ANDHANDLINGOFCOMPONENTSISTHERESPONSIBILITYOFTHEERECTINGCONTRACTOR.84COMPONENTSMUSTBENOTIFIEDOFANYPROBLEMS,ANDAFFORDEDTHEOPPORTUNITYTOREVIEW,ANDMAKENECESSARYCORRECTIONS,ORNOBACKCHARGESWILLBEACCEPTEDORAPPROVED.WARNINGWARNINGS,ANDINSTRUCTIONSFORERECTIONOFCOMPONENTSAREINCLUDEDINTHEDELIVERYPACKAGE.KEEPTHISINFORMATIONONTHEJOBSITE.THESEDOCUMENTS WILL ALSO BE NEEDED FOR JOB SITEINSPECTION.MISUSEANDIMPROPERINSTALLATIONOFCOMPONENTSMAYRESULTINFAILURE,BODILYINJURY,LOSSOFPROPERTY,AND/ORLIFE.RoofArea:OverhangLength:EaveLength:HipLength:ValleyLength:RidgeLength:SHEETNUMBER:SCALE:NTSJob#:25019-25019APO#:Date:12/2/2021DrawnBy:DYSDesignedBy:DYSCheckedBy:ROOFLOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²Building Code: IRC 2012Wind Speed: 115 mphOn-CenterSpacing:24"U.N.O.6491.85SF221.64LF272.72LF17LF264.12LF224.97LFROOFDATATHISLAYOUTISINTENDEDFORTHEPURPOSEOFTRUSSLOCATIONANDPLACEMENTONLY.REFERTOTHEBUILDINGPLANSFORACTUALBUILDINGCONSTRUCTION.Carmel, Indiana 46033 ROOF TRUSS PLACEMENT PLAN 01/11/22