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HomeMy WebLinkAboutB16-0454_Cavanagh ~ DRAWING, S-2 Details_1482260422.pdfSCALE: 3 4"=1'-0 A S-2 C B S-2 S-2 SCALE: 3 4"=1'-0 SCALE: 3 4"=1'-0 METAL RAILING (STRENGTH AND FALL PROTECTION PER CODE REQUIREMENTS) 2x6 TONGUE & GROOVE TO MATCH EXISTING 4x6 D.F. No. 2 SIMPSON CJT3 CONCEALED HANGER 6x10 D.F. No. 2 4x6 JOIST 6x10 D.F. No. 2 4x10 D.F. No. 2 CONTINUOUS LEDGER (SIT FLUSH AGAINST CMU WALL) EXISTING GYP. BRD. ON FURRING STUDS (REMOVE AT LEDGER) EXISTING 8" CMU (ASSUMED) PARTY WALL VERIFY GROUTED BOND BEAM 2x6 TONGUE & GROOVE TO MATCH EXISTING 3" MIN, 4.5" MAX. 5/8" DIA. x 8 1/2'" EXPANSION ANCHORS @ 12" o.c. (4" MIN. EMBEDMENT INTO GROUTED CELL) EXISTING RAILING TO BE REMOVED EXISTING 2x6 TONGUE & GROOVE EXISTING 4x6 BEAM SIMPSON CJT3 CONCEALED HANGER 6x10 D.F. No. 2 2x6 TONGUE & GROOVE TO MATCH EXISTING 4x6 JOISTS EXISTING 3x6 JOIST 5/8" DIA. THRU-BOLT @ 30" o.c. COUNTER-BORE HEADS, TYP. NOTE: SEE DETAIL D/S-3 FOR LOFT EDGE BEAM CONNECTION DETAILS NO. ISSUE PROJECT: JOB NO. SHEET NO. JURISDICTION: 16032 S-2 B 10.23.16 ISSUED FOR PERMIT TOWN OF VAIL, CO CAVANAGH LOFT EXTENSION STRUCTURAL NOTES UNIT B205 HOMESTAKE CONDOS 10.23.16 12/20/16