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HomeMy WebLinkAboutS14 - UNIT B STAIRS.pdf2 3 2 3 B A UP DN 2 3 A.1 B A DN MC12x10.6 BEYOND 3 1/8"x12" GL TREAD LAID FLAT 2x6 @ 16" STUD WALL 5 1/4" x 5 1/4" PSL COLUMN FLUSH STEEL BEAM, SEE PLAN (3) 11 7/8" LVL (3) 11 7/8" LVL 11 7/8" LVL 11 7/8" LVL S14 3 5 1/4"x5 1/4" PSL COLUMN 5 1/4"x5 1/4" PSL COLUMN EXISTING FRAMING, SEE PLAN 3 1/8"x12" GL PLANKING LAID FLAT 2x10 BLOCKING BETWEEN STUDS w/ L90 AT EACH END. ATTACH FLAT PLANKING TO BLOCKING w/ L90 CLIPS AT EACH PIECE. 3 S13 S14 6 CONNECT LVL TO PSL COLUMN w/ (2) 3/4"Ø THRU BOLTS CONNECT LVL TO PSL COLUMN w/ (2) 3/4"Ø THRU BOLTS 8157'- 8 1/2" T/O SUBFLOOR HUC612 PLYWOOD TREAD & RISER 3/16 FULL PEN PL 1/2x3x0'-10 HSS3x3x1/4 L3x3x1/4 1 1/2" 3 1/2" 3 1/2" 1 1/2" 1 1/2" 3" HSS5x3x1/2 PL 1/2x3x0'-10 SEE SX17 FOR ANGLE TO HSS CONNECTION AND PLANKING TO ANGLE CONNECTION 2 S14 (3) 11 7/8" LVL (2) 18" LVL (2) 9 1/2" LVL 5 1/4x5 1/4 PSL 5 1/4x5 1/4 PSL 2x10 @ 16" 2x8 LEDGER w/ (3) 0.131"Ø NAILS INTO EACH STUD LS28, TYP 1 S14 6 S14 8145'- 4" T/O SUBFLOOR HU48 w/ 14-1/4"Øx2 3/4" TITEN A35 w/ 0.145"Ø DRIVE PINS INTO FOUNDATION WALL AND 0.131"Ø NAILS INTO FLOOR BEAM. UP DOWN CONCRETE FOUNDATION WALL, SEE PLAN 11 7/8" LVL STRINGER 11 7/8" LVL 11 7/8" LVL 11 7/8" LVL 11 7/8" LVL 11 7/8" LVL LET - IN 11 7/8" LVL 3/4" PLYWOOD STAIR AND TREAD 3 1/8x12" GL TREAD 3/4" PLYWOOD STAIR AND TREAD DOWN MC12x10.6 FLUSH STEEL BM, SEE S3 (3) 11 7/8" LVL HSS5x3x1/2 GL PLANKING, SEE ELEVATION (2) 2x4 (3) 11 7/8" LVL 7 S14 1 S14 10 S14 11 S14 DOWN DOWN 8157'- 8 1/2" T/O SUBFLOOR 0". 11 7/8" LVL LET- IN 9 S14 F/O STUD TO F/O STEEL = 1 1/2" FLUSH STEEL BM, SEE S3 (2) 2x8 HSS 3x3x1/4 NEWEL 3 1/8"x12" GL TREAD 3 1/8"x12" GL TREAD WP5.50/11.88 MC12x10.6 STRINGER EXISTING FLUSH STEEL FLOOR BEAM , SEE PLAN 3/16 L2x2x1/4x0'-8 COPE STRINGER AS REQUIRED 3/16 HSS BEAM, SEE ELEVATION STEEL STRINGER, SEE ELEVATION SLOPES 1 1/2" A 2x8 EXTERIOR WOOD STUD WALL SLOPES GL TREAD L2x2x1/8, LEG UP CHANNEL STRINGER, SEE PLAN 1/8 1 1/2 AT EACH END & MIDPOINT SEE SX17 FOR ANGLE TO HSS CONNECTION AND PLANKING TO ANGLE CONNECTION FULL PEN TOP AND BOTTOM STEEL CHANNEL STRINGER GRIND ALL WELDS SMOOTH STEEL LANDING BEAM, SEE PLAN STUD PACK, SEE PLAN, ADD 1/2" OSB SHIM KING STUD EACH SIDE OF BEAM (2) 0.145" DRIVE PINS EACH SIDE KING STUD ALONG STEEL CHANNEL CONNECTED WITH (3) 0.145"Ø DRIVE PINS STUD UNDER CHANNEL STEEL STRINGER ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 S14 UNIT B STAIRS MERIBEL CORPORATION 17040 182 West Meadow Drive Vail, CO 81657 6" 1' 2' 0 4' 1/2" 1/2" = 1'-0" S14 UNIT B STAIR ELEVATION 1 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S14 SECTION 2 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S14 SECTION 3 6" 1' 0 3" 1'-6" 1-1/2" 1/2" = 1'-0" PLAN - UNIT B STAIR AT MAIN LEVEL 6" 1' 0 3" 1'-6" 1-1/2" 1/2" = 1'-0" PLAN - UNIT B STAIR AT UPPER LEVEL 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S14 SECTION 6 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S14 SECTION 7 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S14 SECTION 8 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S14 SECTION 9 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S14 SECTION 10 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S14 SECTION 11 TREAD RISE/RUN AND ELEVATION BY CONTRACTOR 1/13/15 CONSTRUCTION ASI #4 5/15/15 06/26/15