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HomeMy WebLinkAboutB16-0473_S-4_1483477528.pdfSCALE: 3 4"=1'-0 A S-4 C D B SCALE: 3 4"=1'-0 SCALE: 3 4 "=1'-0SCALE: 3 4"=1'-0 S-4 S-4 S-4 SCALE: 3 4"=1'-0 E S-4 G H F SCALE: 3 4"=1'-0 SCALE: 3 4"=1'-0 SCALE: 3 4"=1'-0 S-4 S-4 S-4 SCALE: 3 4"=1'-0 J S-4 L M K SCALE: 3 4"=1'-0 SCALE: 3 4 "=1'-0SCALE: 3 4"=1'-0 S-4 S-4 S-4 12" TREADS, TYP. T.O. PLY 101'-9" T.O.W. EXISTING SIDEWALK, 4" ASSUMED 2" RIGID BOARD INSULATION SUB-FLOOR 100'-0" 1'-0" 99'-0 1/2" T.O.F. 96'-6" COMPACTED FILL COMPACTED BACKFILL 4" GRAVEL EXISTING FOUNDATION WALL AND FOOTING 1'-0" 3" ASSUMED FOR STONE 1 2 T.O.C. 2'-0" 4" CRUSHED GRAVEL (2) #4's GRADE 6" #4 @ 12" E.W. 12" COMPACTED BACKFILL 8" 101'-6" #4 4" CRUSHED GRAVEL 3" ASSUMED FOR STONE 6" TYP. #4 @ 12" E.W. 6" 8" (2) 2x10 LEDGER EXISTING WALL BEYOND EXISTING FLOOR SHEATHING 2x10 JOISTS @ 16" o.c. 2x4 PLATE FLOOR SHEATHING TO MATCH EXISTING FASTEN NEW 2x10 FLOOR JOIST TO EXISTING FLOOR JOIST w/ No. 8 SDS SCREWS @ 12" o.c., DIAGONAL SPACING T.O. PLY 101'-9" T.O. PLY 104'-0" 2x6 STUDS @ 16" o.c. RAILING HT. WALL PER ARCH. SIMPSON MSTA STRAP 2x6 STUDS @ 16" o.c. EXISTING 2x12 EXISTING FLOOR SHEATHING EXISTING INTERIOR CRAWLSPACE WALL EXISTING FLOOR SHEATHING 2x10 NEW FLOOR SHEATHING 1'-0" SIMPSON A35 2x10 RIM JOIST REPLACE EXISTING RIM w/ BLOCKING (2) 2x10 LEDGER NEW 2x10 EXISTING FLOOR SHEATHING EXISTING STEPS/STRINGERS TO BE REMOVED TO ALLOW 2x10 BEAM 2x10 JOISTS @ 16" o.c. BLOCKING FLOOR SHEATHING TO MATCH EXISTING EXISTING (2) 2x12 JOIST NEW 2x10 EXISTING (2) 2x12 JOIST EXISTING ENTRY FLOOR SHEATHING T.O. PLY 100'-0" T.O. PLY 101'-9" T.O. PLY 100'-0" T.O. PLY 101'-9" T.O. PLY 100'-0" T.O. PLY 101'-9" EXISTING FLOOR SHEATHING NEW FLOOR SHEATHING 2x10 JOIST @ 16" o.c. REMOVE EXISTING STEPS/STRINGERS (2) 2x10 BEAM BEYOND EXISTING 2x6 STUD WALL 2x12 @ 16" o.c. FLOOR SHEATHING 2x12 LEDGER SIMPSON HU210, TYP. EXISTING GYPBOARD 2x12 RIM JOIST 2x12 @ 16" o.c. BLOCKING EXISTING 2x6 STUD WALL 2x6 STUD WALL FLOOR SHEATHING NEW HEADER 3x6 TIMBER PLANKS REPLACE LOG PURLINS w/ 4x6 TIMBERS @ 4' o.c. 6x12 TIMBER WRAP, TYP. BOTH SIDES L 4 x4 x1/4" x0'-4" 5/8" THRU-BOLT LEDGERLOK REMOVE EXISTING LOG WRAP STEEL RAILING RE: ARCH EXISTING 9 1/2" MICROLAM TO REMAIN EXISTING ML BEAM EXISTING STEEL PIPE COLUMN EXISTING ENTRY FLOOR SHEATHING CRAWLSPACE BRIDGE STRUCTURE PLANKS 4x6 TIMBER @ 4' o.c. EXISTING 9 1/2" MICROLAM, WRAP w/ NEW 6x12 TIMBER 8x10 D.F. No. 2 REMOVE EXISTING WALL UPPER LEVEL EXISTING 2x10 FLOOR JOIST EXISTING UPPER WALL TO REMAIN 8' CLR MIN. TEMPORARY SHORING REQUIRED 3x6 TIMBER PLANKS REPLACE LOG PURLINS w/ 4x6 TIMBERS @ 4' o.c. 6x12 TIMBER WRAP, TYP. BOTH SIDES LEDGERLOK TOE-SCREWED INTO TOP OF LVL REMOVE EXISTING LOG WRAP EXISTING STUD WALL EXISTING 9 1/2" MICROLAM TO REMAIN TEMPORARY SHORING REQUIRED EXISTING STUD WALL INSERT PLATE AT CUT WALL RAISE EXISTING W10x25 HEADER 12" 2x6 PLATE SHOOT TO BOTTOM FLANGE OF STEEL BEAM EXISTING W10x25 GARAGE DOOR HEADER 1'-8" NO. ISSUE PROJECT: JOB NO. SHEET NO. JURISDICTION: 16033 S-4 DETAILS A 10.12.16 ISSUED FOR REVIEW LOT 3, LIA ZNEIMER SUBDIVISION TOWN OF VAIL, CO 1714 BUFFEHR CREEK RD RENOVATION 10.25.16 01/03/17