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HomeMy WebLinkAboutB17-0148_S-4_1500407100.pdfSCALE: 3 4"=1'-0 H S-4 J SCALE: 3 4"=1'-0 S-4 F G SCALE: 3 4"=1'-0 SCALE: 3 4"=1'-0 S-4 S-4 8x8 COLUMN 5 8 ‘ 7+58%2/7 COUNTER-BORE KNIFE PLATE 1 4" x5" x1'-7" 5" 3" 3" 5" 11 2" 8x14 BEAM 1 2" SHIM L 3x 3x 1 4" 8x12 BEAM 1 2 ‘ 7+58%2/7 8x8 COLUMN (3) TIMBERLOK TLOK08 TOE-SCREW EACH SIDE OF BEAM INTO COLUMN 1" NOTCH BEARING SEAT 1'-31 2" (2) 7 3 4" RISERS TYPICAL STRINGER 4x12 PL 1 4" x10" 1 2 ‘ [  /$* %2/7 PL 1 4" x 2 1 2" 3 8  ‘ [  /$* 6&5(: TO SECURE BAR GRATING TYP. 3/16 1" BAR GRATE STAIR TREAD (3)TIMBERLOK TLOK06 PER BEAM @ 3" o.c. 4x8 END PIECE 6x6 GUARDRAIL POST 4x12 PL 1 4" x 10" 4x12 D.F. No. 2 R.S. STRINGER 1x6 RAILING FLATS TO MATCH EXISTING 1 2" x 4" LAG SCREWS (2) EACH SIDE OF TREAD STEEL BAR GRATE TREAD w/ 2" SIDE PLATES STL PL 1 4" x10" CONT. ALONG STRINGER INLAY INTO 4x12 POWDER COAT BROWN TO MATCH STRINGER (2) TIMBERLOK TLOK212 @ 12" o.c. (6) TIMBERLOK TLOK06 1x4 RAILING BASE TO MATCH EXISTING 6x6 GUARDRAIL POST @ 6' o.c. MAX. 2" 4" 4" 8x8 COLUMN SIMPSON CCQ88 SIMPSON A23 CLIP 2" 8" 1x6 RAILING FLATS TO MATCH EXISTING 1x4 RAILING BASE TO MATCH EXISTING 6x6 GUARDRAIL POST @ 6' o.c. MAX. 1'-0" 1'-0" 8" PLAN PLAN ADDITIONAL 2x12 EXISTING DECK JOIST BUTT JOINT FLATLOK SCREWS x 3" @ 12" o.c. EXISTING DECK JOIST BUTT JOINT FLATLOK SCREWS x 3" @ 12" o.c. 2x12 2x12 2x6 DECKING SIMPSON DTTZ TIMBERLOK TLOK06 TOE-SECREW EA. SIDE OF POST SIMPSON HU212-2 2x12 H.F. No. 2 @ 16" o.c. LAP w/ EXIST. DECK JOIST 8x12 H.F. No. 2 DROPPED 1 2 ‘ 7+58%2/7 COUNTERBORE E SCALE: 3 4"=1'-0 S-4 EXIST. RIM TO BE REMOVED SIMPSON A23 CLIP 2" 8" 1x6 RAILING FLATS TO MATCH EXISTING 1x4 RAILING BASE TO MATCH EXISTING 6x6 GUARDRAIL POST @ 6' o.c. MAX. 1'-0" 1'-0" 8" 2x6 DECKING SIMPSON DTT2Z TIMBERLOK TLOK06 TOE-SECREW EA. SIDE OF POST SIMPSON HU212-2 2x12 H.F. No. 2 @ 16" o.c. LAP w/ EXIST. DECK JOIST 4x12 H.F. No. 2 RIM BEAM 1 2 ‘ 7+58%2/7 COUNTERBORE EXIST. RIM TO BE REMOVED 8x12 BEAM (4) TIMBERLOK TLOK06 INSERT (4) 2x6 STUD PACK IN EXIST. EXTERIOR WALL, SEE DETAIL C REPLACE PLYWOOD SHEATHING 2x6 BLOCK TO EXIST. STUD, EACH SIDE OF BEAM (2) TIMBERLOK TLOK06, TOE-SCREW EACH SIDE OF 8x12 TO STUD PACK 4x12 STAIR STRINGER BAR GRATE TREAD (6) 7 3/4" RISERS 2" 8" TIMBERLOK TLOK06, TOE-SCREW 6x6 GUARDRAIL POST (2) 1 2 ‘ 7+58%2/76 3" EXISTING STUD WALL L10x10x1/4 w/ (3) 1 2" THRU-BOLTS, EA LEG 6x6 GUARDRAIL POST 4x12 BEAM 4x12 H.F. No. 2 RIM BEAM 8x12 H.F. No. 2 NO. ISSUE PROJECT: JOB NO. SHEET NO. JURISDICTION: 17116 S-4 SUNDECK EXTENSION DETAILS B 06.30.17 ISSUED FOR PERMIT 95 FOREST ROAD TOWN OF VAIL, CO PITKIN RESIDENCE 6.30.17 07/18/17