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HomeMy WebLinkAboutB15-0274_A5.19_1460575740.pdfLEVEL 1- GUEST SUITE AND EXERCISE 18' - 10 5/8" LEVEL 4- UPPER LEVEL AND ROOF DECK 53' - 0" LEVEL 2- GARAGE AND BEDROOMS 33' - 0" BASEMENT- SPA AND HOBBY LEVEL 7' - 6" LEVEL 3- MAIN LEVEL FLOOR PLAN 43' - 0" 1 A5.2 LEVEL 1A- EXERCISE AND BEDROOM 13' - 10 5/8" LEVEL 2A- BEDROOMS 26' - 7 1/2" LEVEL 3A- MAIN LEVEL 39' - 9" LEVEL 4A- ROOF DECK 54' - 3" EDGE OF ASPHAULT PROPERTY LINE LIVING 311 BEDROOM #3 205 BATHROOM #4 207 MECHANINCAL 100 SPA 101 A C E F G H I J D 1 A5.3 096 311 FINISH TO FINISH 10' - 3" MECH. CHASE FINISH TO FINISH 10' - 5 1/4" 1' - 0 1/2" 10" 1 A5.4 1 A5.1 6" APPROX. LINE OF BEDROCK 18' - 8" 29' - 11 3/4" 16' - 0" PERMANENT SHORING APPROX. 4" OF GUNNITE APPLIED TO FACE OF BEDROCK 18' - 10 9/16" 1' - 0" 1' - 11 1/2" 2' - 0 1/2" 12' - 9 1/2" 1' - 8 1/2" 3' - 6" 10' - 0" 1' - 3" 10' - 0" 3' - 3" 6' - 9" 6' - 4 1/2" 7' - 8 7/8" 5' - 0" 6' - 4 5/8" A6.3 7 A6.10 5 A6.10 11 A6.10 10 A6.10 12 A6.11 1 A6.11 2 A6.11 3 A6.11 4 A6.4 1 DW14 DW14 FSB14 DSB10 DSB10 FSB14 FINISH TO FINISH 12' - 10 1/4" 1' - 2" FINISH TO FINISH 11' - 6 1/2" 1/2" FINISH TO FINISH 11' - 1 7/8" FINISH TO FINISH 10' - 11 1/2" B 51' - 10 9/16" T.O. STL. BEAM @ 26' - 2 1/4" T.O. STL. BEAM @ 39' - 3 3/4" T.O. STL. BEAM @ 51' - 9 3/4" T.O. STL. BEAM @ 53' - 7 1/4" W10X22 W10X22 W21X48 W10X26 W10X33 W10X49 W10X12 W10X30 T.O. STL. BEAM @ 26' - 2 1/4" T.O. STL. BEAM @ 39' - 3 3/4" T.O. STL. BEAM @ 52' - 6 1/2" RW8S W10X12 T.O. STL. BEAM @ 39' - 3 3/4" T.O. FOOTER @ 40' - 1 1/4" T.O. CONC. WALL @ 44' - 1 1/4" T.O. FOOTER @ 40' - 1 1/4" T.O. CONC. WALL @ 44' - 4 1/4" T.O. CONC. WALL @ 44' - 11" T.O. FOOTER @ 13' - 2 7/8" T.O. FOOTER @ 9' - 10 5/8" T.O. CONC. WALL @ 16' - 10 5/8" T.O. FOOTER @ 5' - 6 7/16" T.O. FOOTER @ 10' - 10 5/8" T.O. CONC. WALL @ 16' - 4 5/8" T.O. CONC. WALL @ 12' - 4 5/8" T.O. CONC @ 13' - 9 7/8" CONSTRUCTION ASSEMBLY LEGEND: SEE DETAILS, STRUCTURAL DRAWINGS, AND SPEC FOR MORE DETAILED INFORMATION . SEE COVER SHEET FOR ASSEMBLY INSULATION VALUES. ROOF ASSEMBLIES RW10S: STANDING SEAM ROOF, W.P. MEMBRANE, 5/8” PLYWOOD, 4” RIGID FOAM INSULATION, 5/8” ROOF SHEATHING, 9 1/2” LVL FRAMING @ 2:12 SLOPE, 5/8” DRYWALL RW8E: WHITE EPDM ROOF, TAPERED INSULATION PANEL@ ¼”: 1’-0” SLOPE, 5/8” ROOF SHEATHING, 7 ¼” LVL FRAMING, 5/8” DRYWALL RW8S: 3/4" STEEL PLATE, TAPERED INSULATION PANEL@ ¼”: 1’-0” SLOPE, 5/8” ROOF SHEATHING, 7 ¼” LVL FRAMING, 5/8” DRYWALL RW12E: (R - 73.7) - WHITE EPDM ROOF, 5/8” PLYWOOD SHEATHING 11 7/8” LVL FRAMING RIPPED TOP @ ¼”:1’-0”, 5/8” DRYWALL - ELEVATOR ROOF RW12E+: (R - 73.7) - WHITE EPDM ROOF, TAPERED INSULATION PANEL 4” MIN, 5/8” ROOF SHEATHING, 11 7/8” TJI FRAMING, 5/8” DRYWALL – MASTER BEDROOM RSB12EP: (R - 67.75) - PEDESTAL, EPDM ROOF, TAPERED NAILBASE INSULATION PANEL 4” MIN @ ¼”:1’-0” SLOPE, 1 ½” METAL DECKING, 12K1 BAR JOISTS, ½” RESILIENT CHANNEL, ¾” T&G DECKING AT EXTERIOR – MASTER BATHROOM DECK ASSEMBLIES DW10: 4 ¼” FINISH ASSEMBLY (5/8” PORCELAIN TILE, ¼” – 3/8” SETTING BED, 2 ½” TOPPING SLAB W/ HEAT TUBE, ¾” DRAINAGE MEDIUM AND W.P. MEMBRANE), ¾” PLYWOOD SHEATHING, 2X10 JOIST WITH TOP RIPPED TO SLOPE, ¾” T&G DECKING AT SOFFIT. DW12: 4 ¼” FINISH ASSEMBLY (5/8” PORCELAIN TILE, ¼” – 3/8” SETTING BED, 2 ½” TOPPING SLAB W/ HEAT TUBE, ¾” DRAINAGE MEDIUM AND W.P. MEMBRANE), ¾” PLYWOOD SHEATHING, 2X12 JOIST WITH TOP RIPPED TO SLOPE, ¾” T&G SOFFIT DECKING AT EXTERIOR AND 5/8” DRYWALL AT INTERIOR. DW14: 4 ¼” FINISH ASSEMBLY (5/8” PORCELAIN TILE, ¼” – 3/8” SETTING BED, 2 ½” TOPPING SLAB W/ HEAT TUBE, ¾” DRAINAGE MEDIUM AND W.P. MEMBRANE), ¾” PLYWOOD SHEATHING, 14” LVL JOIST WITH TOP RIPPED TO SLOPE, ¾” T&G SOFFIT DECKING AT EXTERIOR AND 5/8” DRYWALL AT INTERIOR. DSB8: 3 ¾” FINISH ASSEMBLY (5/8” PORCELAIN TILE, ¼” – 3/8” SETTING BED, 2” TOPPING SLAB W/ HEAT TUBE, 3/4” DRAINAGE MEDIUM AND W.P. MEMBRANE), 4” - 2” MIN. STRUCTURAL SLAB (9/16” DECKING, WELDED WIRE MESH), 8K1 BAR JOISTS, ½” RESILIENT CHANNEL, ¾” T&G DECKING AT EXTERIOR DSB10: 3 ¾” FINISH ASSEMBLY (5/8” PORCELAIN TILE, ¼” – 3/8” SETTING BED, 2” TOPPING SLAB W/ HEAT TUBE, 3/4” DRAINAGE MEDIUM AND W.P. MEMBRANE), 4” - 2” MIN. STRUCTURAL SLAB (9/16” DECKING, WELDED WIRE MESH), 10K1 BAR JOISTS, ½” RESILIENT CHANNEL, ¾” T&G DECKING AT EXTERIOR FLOOR ASSEMBLIES FW14: 4 ¼” FINISHED ASSEMBLY (5/8” PORCELAIN TILE, ¼” – 3/8” SETTING BED, 3 ¼” TOPPING SLAB W/ HEAT TUBE), ¾” PLYWOOD SHEATHING, 14” LVL JOIST, ¾” T&G DECKING AT EXTERIOR AND 5/8” DRYWALL AT INTERIOR. FSW8: 1 ¼” FINISHED ASSEMBLY (5/8” PORCELAIN TILE, ¼ – 3/8” SETTING BED, ¼” ANTI-FRACTURE), 2 1/2” STRUCTURAL SLAB (9/16” DECKING, WELDED WIRE MESH AND HEAT TUBES), W8X21 JOIST, 4 1/4" NAIL BASE PANEL (1/2” PLYWOOD, 3 3/4” INSULATION), ¾” T&G WOOD DECKING FSB12: (R - 67.75) - 1 ¼” FINISHED ASSEMBLY (5/8” PORCELAIN TILE, ¼ – 3/8” SETTING BED, ¼” ANTI- FRACTURE), 2 1/2” STRUCTURAL SLAB (9/16” DECKING, WELDED WIRE MESH AND HEAT TUBES), 12K1 BAR JOISTS, ½” RESILIENT CHANNEL, 5/8” DRYWALL FSB14: 1 ¼” FINISHED ASSEMBLY (5/8” PORCELAIN TILE, ¼ – 3/8” SETTING BED, ¼” ANTI-FRACTURE), 2 1/2” STRUCTURAL SLAB (9/16” DECKING, WELDED WIRE MESH AND HEAT TUBES), 14K1 BAR JOISTS, ½” RESILIENT CHANNEL, 5/8” DRYWALL GARAGE AND AUTOCOURT ASSEMBLIES GS14: 3 7/8” FINISH ASSEMBLY (1/8” EPOXY FINISH, 3” TOPPING SLAB W/ HEAT TUBE, ¾” DRAINAGE MEDIUM AND W.P. MEMBRANE), 6”-4” MIN STRUCTURAL SLAB, 1 ½” METAL DECKING, 14” BAR JOISTS, ½” RESILIENT CHANNEL, ~1” FURRING, 5/8” DRYWALL ASW8: 4 ¼” FINISH ASSEMBLY (5/8” PORCELAIN TILE, ¼” – 3/8” SETTING BED, 2 ½” TOPPING SLAB W/ HEAT TUBE, ¾” DRAINAGE MEDIUM AND W.P. MEMBRANE), 6” - 4” MIN. STRUCTURAL SLAB, 1 ½” METAL DECKING, W8X21 STEEL BEAM JOIST, ½” RESILIENT CHANNEL, 5/8” DRYWALL (THIS ASSEMBLY IS CURRENTLY 3” THICKER THAN PLANNED, NEED TO DISCUSS TOMORROW) ASB14: 4 ¾” FINISH ASSEMBLY (2 ½” PAVER, 1 ½” SAND W/ HEAT TUBE, ¾” DRAINAGE MEDIUM AND W.P. MEMBRANE), 6”-4” MIN STRUCTURAL SLAB, 1 ½” METAL DECKING, 14” BAR JOISTS, ½” RESILIENT CHANNEL, 5/8” DRYWALL OR ¾” T&G DECKING AT EXTERIOR Scale Drawn by Checked by US Mail Only: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Issue Date REVISION 1/4" = 1'-0" 8/3/2015 13:09:36 A5.19 BUILDING SECTIONS AG HB 165 FOREST RD VAIL, CO 07/27/2015 VAIL VILLAGE FILING 1, BLOCK 7, LOT 29 PRELIMINARY BUILDING PERMIT SET 1/4" = 1'-0" 1 Section 13 No. Revision Date Revision Description 04/13/16