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HomeMy WebLinkAboutM004.0(2) HUS26 (9) JUS24 (4) HUS26 B03 D01 B01 (5) JUS26(2) HUS26 F02A01 A01C01V04 V10 V13 V15 V16V05V09 V03V07 V09V04 V10 V13 V15PB01 PB01Un(2) B02(2) A02 (6) A03 (2) A04 (5) A05 (5) F01(10) M02(3) C02 (3) M01 (15) PB02 LAY2 LAY1 (9) JUS24E03E02MG01CJ01EJ02 MG01 CJ01EJ02 E01 H01 I01 G05 G04 G02 G01 MG02CJ02EJ03 (3) JUS24V06V12V14V02V08V11V01JUS24 JUS24 HUS26THDH26-2 HJC26HJC26(4) EJ01(3) H02(5) I02(4) I03 (2) G0315-10-8 19-6-810-8 36-3-814-6-8 2-4-0 7-4-8 6-4-8 5-0-0 13-4-8 61-0-0 2-3-8 13-9-8 8-2-0 6-4-8 18-4-8 61-0-0 IMPORTANTTHISDRAWINGISFORFIELDPLACEMENTOFINDIVIDUALCOMPONENTSONLY, 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. THESEDOCUMENTSWILL ALSO BE NEEDED FOR JOB SITEINSPECTION. MISUSEANDIMPROPERINSTALLATIONOFCOMPONENTSMAYRESULTINFAILURE, BODILYINJURY, LOSSOFPROPERTY, AND/ORLIFE.RoofArea: Overhang Length: EaveLength: HipLength: ValleyLength: Ridge Length: SHEETNUMBER:SCALE: NTSJob#:2102183-2102183APO#:Date: 11/15/2021DrawnBy: DYSDesigned By: DYSChecked By: DYSROOFLOADS: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.6281.57 SF401.45 LF351.9 LF139.16 LF295.86 LF231.86 LFR OOF DATATHISLAYOUTISINTENDEDFORTHEPURPOSEOFTRUSSLOCATIONANDPLACEMENTONLY. REFERTOTHEBUILDINGPLANSFORACTUALBUILDINGCONSTRUCTION.Carmel, Indiana 46033 ROOF TRUSS PLACEMENTPLAN 01/12/22