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HomeMy WebLinkAboutM004.0Truss Connector Total List Manuf Product Qty MiTek HUS26 4 MiTek JUS24 11 MiTek JUS26 10 MiTek JUS24*6 USP RT7A* 110 (4) HUS26 (2) JUS26 (2) JUS24 (6) JUS26 A03 (2) JUS24 (6) JUS24(2) JUS26 C03 B01B03B06C01 D01 M04 EJ03 EJ04 EJ02M03MG01CJ 01 V09 V19 V03V07 V12V15V04V08V14 V15V06 V17 V21 V22 V23 V24 V25 V26 V02V05V11V01V13V16V18JUS24(4) B02 (2) B04 (6) B04(2) B05 (3) C02(4) A02(2) A01 (5) M01(3) EJ01(2) M02 (2) D0230-04-08 9-09-08 20-07-00 11-0011-007-06-0011-00 86-08-0061-00-0812-07-00 11-08-08 1-04-007-06-0029-10-00 23-08-08 11-00 11-00 11-00 11-00 11-00 30-04-08 12-00-0018-04-08 4-06-107-05-06 11-00 11-00 F01 E01 E03 E04 E06 E07 (6) JUS24 G03G01V10V20(2) E02 (2) E03 (2) E03(5) E05(5) G02 IMPORTANTTHISDRAWINGISFORFIELDPLACEMENTOFINDIVIDUALCOMPONENTSONLY, ANDDOESNOTCONSTITUTEANENGINEEREDDOCUMENT.NOTEPROPERBEARINGANDBEARINGDESIGNINCLUDINGANCHORAGE, ISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, ARCHITECTAND/ORBUILDINGENGINEER. REFERTOINDIVIDUALTRUSSDESIGNSFORREACTIONS, MINIMUMREQUIREDBEARINGSIZE, UPLIFT, ANDADDITIONALLOADS.84 COMPONENTSDOESNOTASSUMERESPONSIBILITYINTHESEAREASOFCONCERN.BRACINGERECTION, TEMPORARY, ANDPERMANENTBRACINGISTHERESPONSIBILITYOFTHECONTRACTORAND/ ORBUILDINGDESIGNER. REFERTOINDIVIDUALTRUSSDESIGNSFORADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1SUMMARYSHEET. THESTRUCTURALBUILDINGCOMPONENTSASSOCIATIONCOMMENTARY, ANDRECOMMENDATIONSFORHANDLING, INSTALLING&BRACINGMETALPLATECONNECTEDWOODTRUSSES. www.sbcindustry.comINSTALLATIONDONOTCUT, DRILL, ORALTERTRUSSES. ANYQUESTIONSCALL84COMPONENTS. PROPERINSTALLATION, ANDHANDLINGOFCOMPONENTSISTHERESPONSIBILITYOFTHEERECTINGCONTRACTOR. 84COMPONENTSMUSTBENOTIFIEDOFANYPROBLEMS, ANDAFFORDEDTHEOPPORTUNITYTOREVIEW, ANDMAKENECESSARYCORRECTIONS, ORNOBACKCHARGESWILLBEACCEPTEDORAPPROVED.WARNINGWARNINGS, ANDINSTRUCTIONSFORERECTIONOFCOMPONENTSAREINCLUDEDINTHEDELIVERYPACKAGE.KEEPTHISINFORMATIONONTHEJOBSITE. THESEDOCUMENTSWILLALSOBENEEDEDFORJOBSITEINSPECTION. MISUSEANDIMPROPERINSTALLATIONOFCOMPONENTSMAYRESULTINFAILURE, BODILYINJURY, LOSSOFPROPERTY, AND/ORLIFE.RoofArea: Overhang Length: EaveLength: HipLength:ValleyLength: RidgeLength: SHEETNUMBER:R1.1RoofTrussPlacement PlanSCALE: NTSJob#:PO#:Date: 6/8/2021DrawnBy: MMDesigned By: MMChecked By: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.6474.82 SF222.1 LF337.14LF17 LF263.12 LF224.72 LFROOFDATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.14230 James Dean Drive Carmel, Indiana 46033 ROOF TRUSS PLACEMENTPLAN 1850 N Graham Road Franklin, Indiana 46131 Office:(317) 346-4274 Fax: (317) 346-0916 07/14/21