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HomeMy WebLinkAboutM004.0C03 C01 B04A01A03A06 B02 B01 M01 D01 M06 MG01CJ01EJ03 EJ06EJ06 M03M04M05V04V14 V16V03 V11V16V06 V17 V12 V20 V23 V24 V25 V26 V10 V19 V21V02V07V05V13V15 PB01PB01(3) C02(4) A02 (2) A04 (6) A04(2) A05 (2) B03(4) M02(2) D02(3) EJ04(15) PB02 LAY1 LAY2 G03 F01 E05 E04 E06 E07 E02 E01 G01 MG02CJ02EJ05 EJ01MG02CJ02EJ05EJ01 MG02CJ02EJ05 MG03V01V08V09V18V22(5) G02 (5) E03(4) EJ02 (3) F0230-4-8 9-9-8 20-7-0 86-8-061-0-812-7-0 6-8-8 5-0-0 7-6-033-10-8 19-8-0 30-4-8 18-4-8 12-0-0 7-0-8 4-11-8 1-4-0 5-0-0 3-0-12 1-11-410-8-05-0-125-7-4 8-0-8 30-4-8 18-4-8 12-0-0 3-0-12 12-3-0 3-0-12 7-10-0 4-2-01-0-01-0-01-0-0 1-0-01-0-01-0-0 1-0-01-0-0 1-0-0 1-0-0 1-0-0 1-0-0 1-0-0 13-4-8 1-0-01-0-0 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#:2102185-2102185APO#: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.6282.75 SF387.04 LF349.13 LF107.78 LF288.03 LF239.12 LFR OOF DATATHISLAYOUTISINTENDEDFORTHEPURPOSEOFTRUSSLOCATIONANDPLACEMENTONLY. REFERTOTHEBUILDINGPLANSFORACTUALBUILDINGCONSTRUCTION.Carmel, Indiana 46033 ROOF TRUSS PLACEMENTPLAN 12/09/21