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HomeMy WebLinkAboutB16-0149_5S1-B_1478907772.pdfTYPICAL SLAB-ON-GRADE: 4" FIBER REINFORCED CONCRETE SLAB ON SUB-GRADE PER SOILS REPORT. PROVIDE 1/8" x 1" TOOLED CONTROL JOINTS AT 10'-0" EA WAY. ADD 3-#4x4'-0" DIAGONAL BARS AT MID-DEPTH OF SLAB AT ALL RE-ENTRY CORNERS. 1 1 2 2 3 3 A B C A.1 B.1 C.1 1.1 1.1 2.1 2.1 3.1 3.1 4 4 D 14'-0" 99'-4" TYPICAL AT DOORS 16 x 16 16 x 16 16 x 16 16 x 16 16 x 16 16 x 16 F2.0 F2.0 F2.0 F2.0 F2.0 F2.0 4'-7" 9'-5" 14'-0" 6'-0" 7'-9 1/4" 2 3/4" 8'-0" 8'-0" 11'-6" 4'-6" 16'-0" 2 3/4" 6'-0" 16'-0"4'-6"11'-6" 2 3/4"15'-9 1/4" 11'-0" 6'-4" 4'-8" 11'-0" F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 1 S1-B ________1 S1-B ________4'-3 1/4" NORTH 1 1 2 2 3 3 A B C A.1 B.1 C.1 1.1 2.1 3.1 4 4 D 5 1/8" x 7 1/2" GL (2) 9 1/4" LVL (3) 9 1/4" LVL (3) 11 7/8" LVL (3) 11 7/8" LVL (3) 11 7/8" LVL (3) 11 7/8" LVL9 1/4" LVL @ 24" 9 1/4" LVL @ 24" HU7, SKEWED (4) 2x6 (4) 2x6 STUB (4) 2x6 6x6 6x6 6x6 6x6 6x6 6x6 HU7 HU610 (4) 2x6 HU7 HU7 1/4 : 12 1/4 : 12 (3) 2x8 (3) 2x8 (3) 2x8 (3) 2x8 (3) 2x8 (3) 2x8 (3) 2x8 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K (3) 2x12 1T 2K 1T 2K (4) 2x6 OPEN TO BELOW OPEN TO BELOW HUCQ612 HUCQ612 (4) 2x6 9 1/4" LVL LEDGER 9 1/4" LVL LEDGER NORTH TYPICAL EXTERIOR WALL FRAMING: 2x6 HEM-FIR No. 2 OR BETTER STUDS @ 16" SHEATHED WITH 7/16" CDX PLYWOOD OR OSB, APA 24/16 EXTERIOR FACE; NAIL WALL SHEATHING WITH 8d GUN NAILS (0.113"Ø x 2 3/8") @ 6" AT PANEL EDGES AND @ 12" IN FIELD OF PANEL; BLOCK AND NAIL ALL EDGES BETWEEN STUDS. DOUBLE TOP PLATE. TYPICAL HEADER TO BE (3) 2x10 HF No. 2 TYPICAL ROOF SHEATHING: 3/4" NOMINAL, APA RATED 48/24 TONGUE & GROOVE SHEATHING GLUED AND NAILED WITH 8d GUN NAILS @ 6" ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING MEMBERS AND STAGGER PANEL JOINTS #5 DOWELS w/ 10" HOOK AT EACH CORNER AND AT MID POINT PILASTER, SEE PLAN FOOTING, SEE PLAN SEE PLAN (2) #3 TIES AT TOP @ 3" & AT MID HEIGHT HSS4x4x1/4, SEE PLAN CORROSION PROTECTION BY CONTRACTOR 3/16 PLATE 3/4x10x0'-10" w/ (4) 3/4"Øx8" HEAVY HEX HEAD @ 7" GAGE CONC SLAB ON GRADE, SEE PLAN SEE PLAN SEE PLAN 1" SETTING BED CAP PLATE 3/4 x 5 1/2" x 0'-5 1/2" 1/4x4x0'-9" KNIFE PLATE W/ (2) 3/4" Ø THROUGH BOLTS COLUMN, SEE PLAN 3" 3" 3" 9" 6" 8" STUD WALL, SEE PLAN 4" CONCRETE SLAB ON GRADE, SEE PLAN GRID 5 1/2" 2 1/2" (2) #5 HORIZ AT TOP #4 DOWEL W/ 8" HOOK @ 18" #4 HORIZ @ 18" FOOTING, SEE PLAN PT 2x SILL PLATE w/ 1/2"Øx10" ANCHOR BOLT @ 48" SEE PLAN SEE PLAN SEE PLAN 2" RIGID INSULATION, SEE ARCH 8" CONC WALL, SEE PLAN SEE PLAN 6" SHEET NUMBER 1309 ELKHORN DRIVE . VAIL . COLORADO. 81657 970.479.2158 # DATE DESCRIPTION ISSUE DATE REVISIONS DRAWN: REVIEWED: 3/31/2016 2:03:56 PM S1-B REDEVELOPMENT BOOTH CREEK PARK 2900 MANNS RANCH ROAD VAIL, COLORADO PERMIT 03/25/2016 Author Checker JVA PROJECT #17831 0 2' 4' 8' 16' 1/8" 1/4" = 1'-0" FOUNDATION PLAN • TOP OF CONCRETE SLAB ON GRADE ELEVATION = 100'-0" • TOP OF CONCRETE PEDESTAL ELEVATION = 99'-6"; UNLESS NOTED THUS: • TOP OF CONCRETE FOOTING ELEVATION = 96'-0"; UNLESS NOTED THUS: (XXX'-X") • TOP OF CONCRETE FOUNDATION WALL ELEVATION = 100'-0" • TOP OF SLAB LEDGE ELEVATION = 99'-6" 1' 2' 4' 0 8' 1/4" 1/4" = 1'-0" LOW ROOF FRAMING PLAN XXX'-X" FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS REINFORCING F2.0 2'-0" 2'-0" 8" (3) #5 EACH WAY F16 1'-4" 8" (2) #5 CONT 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S1-B SECTION 1 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S1-B SECTION 2 3/25/2016 xx/xx/xx 3/25/2016 08/03/16