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HomeMy WebLinkAboutS501 - TYPICAL FRAMING DETAILS2.5 PROVIDE CONT BLOCKING BETWEEN TRUSSES CONT 2x MECH FASTENED TO BM W-BEAM SEE PLAN T/STL 110'-8 7/8" EXTERIOR WALL 109'-1 3/8" TRUSS BRG AT EA T/STEEL 110'-8 7/8" T/EXIST BM 108'-8" (VIF) 1/4 1/4 EXIST W8x24 w/ BOT PL HSS6x4x1/4 w/ BASE PL 1/2"x6"x8" B HSS4.000x0.1250 1/4" CAP SEAL WELDED 3/8" WELDED SHEAR TAB w/ (4) 3/4" DIA A325 BOLTS CONT PL 1/2x3 3/4" EA SIDE OF WEB FOR FULL BEAM LENGTH 1/4 2-12 1/4 2-12 TYP EA T/EXIST BM 108'-8" (VIF) EXIST W8x24 w/ BOT PL B 1 1/8" APA-RATED RIM BOARD WOOD ROOF TRUSS JOISTS AT 24" 3/4" APA-RATED EXTERIOR SHEATHING (2) 2X TOP PL 2x6 STUDS AT 16" 1/2" APA-RATED EXTERIOR SHEATHING EXISTING WOOD FRAMING EXIST JOIST BRG 112'-4 1/2" TRUSS BRG 114'-0" CONT 2x WOOD LEDGER NAILED AT EVERY STUD WOOD HEADER -SEE PLAN STEEL LOOSE LINTEL - SEE PLAN WOOD ROOF TRUSS JOISTS 2x6 WOOD STUDS AT 16" 1/2" APA-RATED EXTERIOR SHEATHING 3/4" APA-RATED EXTERIOR SHEATHING CONT 2x WOOD LEDGER NAILED AT EVERY STUD ARCHITECTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONSBID DOCUMENTS 10-26-22 21011 CLIENTS501TYPICAL FRAMING DETAILSCARMELTOWNSHIP BLDG.RENOVATION ANDEXPANSION3/4" = 1'-0"1 SECTION AT ROOF TRUSS JOIST BEARING ON W-BEAM 3/4" = 1'-0" 2 SECTION AT NEW W-BEAM BEARING ON EXISTING W-BEAM 3/4" = 1'-0" 3 SECTION THROUGH ROOF FRAMING 3/4" = 1'-0" 4 SECTION AT GARAGE ROOF FRAMING 03/10/23