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HomeMy WebLinkAboutAC100A-1AF.E.C T.O. SLAB 13'-10" 11'-31/2" METAL COPING SHEET METAL CLOSURE METAL COPING METAL PANEL SYSTEM SLAB ON GRADE 12" CONCRETE COLUMN FULLY ADHERED MEMBRANE ROOFING T.O. SLAB T.O. SLAB METAL COPING SHEET METAL CLOSURE METAL PANEL SYSTEM SLAB ON GRADE WITH ACCESS DOORS SUPPORT COLUMN REMOVABLE BOLLARDS T.O. SLAB FACE OF BUILDING 2 AC100A.1A 3 AC100A.1A FACE OF BUILDING 1'-6" SLOPE SLOPE AREA DRAIN 1 1/2" STEEL PIPE HANDRAIL 2" STONE CAP (COLORADO BUFF) TYPICAL SITE GUARDRAIL RE: 9/AC100A.1A 3 1/2" TYP. 2 1/2" 4'-5 1/2" 0" 1'-0" 1'-0" 37 LANDSCAPE CONCRETE WALL A.D DOOR BEYOND. 4" HEAD TO ALIGN WITH STONE BANDING SLOPE SLOPE 2 1/2" STONE CAP STONE BEYOND 3'-0" 3'-0" STONE CAP CORE DRILL & NONSHRINK GROUT VERT. POSTS, 8" EMBEDMENT TYP. CONCRETE FOOTING 1'-0" 1'-0" BRICK BEYOND 1/2" BITUMINOUS FIBER EXPANSION JOINT FILLER 1/2" RADIUS NOSING TYPICAL 3'-11 7/8" TYPICAL SITE GUARDRAIL RE: 9/AC101A.1A CORE DRILL & NONSHRINKING GROUT VERT POST, 8" EMBEDMENT TYP. 1'-6" 2" STONE CAP (COLORADO BUFF), 1" OVERHANG TYPICAL BUILDING BEYOND SITE WALL BEYOND FACE OF BUILDING CONCRETE FOOTING 1/2" BITUMINOUS FIBER EXPANSION JOINT FILLER GRADING RE: CIVIL CONCRETE PAVING SLOPE TO DRAIN RE: CIVIL 3'-6" TYPICAL SITE GUARDRAIL RE: 9/AC100A.1A CORE DRILL & NONSHRINK GROUT VERT. POSTS, 8" EMBEDMENT TYP. 1" 1'-0" 1" 37 37 14 AC100A.1A 5 AC100A.1A STONE COLUMN FACE OF BUILDING STONE SILL 2" STONE CAP (COLORADO BUFF) 1 1/2" STEEL PIPE HANDRAIL, PAINTED 3" 4'-4" 7" TYPICAL SITE GUARDRAIL 3 1/2" TYP. 37 CONCRETE WALK RE: CIVIL 3'-0" 1'-0" 3'-0" 1'-0" 1/2" RADIUS NOSING, TYPICAL 1 1/2" DIAMETER STEEL PIPE HANDRAIL, PAINTED STONE BEYOND DOOR BEYOND WALL LIGHT FIXTURE CORE DRILL & NONSHRINK GROUT VERTICAL POSTS, 8" EMBEDMENT, TYPICAL 1/2" EXPANSION JOINT WITH SEALANT HOLD STONE UP 2" MIN. ABOVE PAVING 37 2" MIN. INSTALL STONE TIGHT TO RISER AND HOLD 2" CLEAR OF TREAD GRADE RE: CIVIL GRADE RE: CIVIL/ LANDSCAPING NEW DRIVE ADHERED STONE VENEER (SAN MIGUEL) T.O.W VARIES W/ SLOPE OF SIDEWALK 2" STONE CAP TYPICAL SITE GUARDRAIL RE: 9/AC100A.1A NEW CONCRETE COLUMN BEYOND FACE OF BUILDING CONCRETE FOOTING BITUMINOUS FIBER EXPANSION JOINT FILLER CORE DRILL & NONSHRINKING GROUT VERT. POSTS 8" EMBEDMENT TYP. 3'-6" MIN. 8" 3'-6" 1'-6" TOOLED EDGE CONCRETE FOOTING CONCRETE WALK WITH HEAT TUBES 2" HIGH DENSITY RIGID INSULATION UNDER SNOWMELT LOCATIONS 4" MIN. 37 2" 1'-0" A503.1C 25 A503.1C 25 2" STONE CAP (COLORADO BUFF) 1'-0" 37 ADHERED STONE VENEER (SAN MIGUEL) 2" STONE CAP (COLORADO BUFF) CONCRETE WALL RE:STRUCTURE 4" CONCRETE SLAB 6'-0" 2" MIN. ELECTRICAL ENCLOSURE CONCRETE WALK 1/2" BITUMINOUS EXPANSION JOINT FILLER CONCRETE FOOTING 1" OVERHANG 37 A503.1C 25 A503.1C 25 37 GRADE RE: CIVIL 2" STONE CAP (COLORADO BUFF) ADHERED STONE VENEER (SAN MIGUEL) 4" CONC. SLAB SLOPE 2% TO DRAIN DRAINAGE BOARD ON FLUID APPLIED WATER PROOFING. EXTEND UP WALL TO 4" BELOW SOIL SURFACE A.D CONNECT DRAIN TO SUMP FACE OF BUILDING STONE COLUMN BEYOND LANDSCAPING EQ. EQ. SLOPE SLOPE CONCRETE FOOTING FILTER FABRIC WITH GRANULAR DRAINAGE ROCK 4" MIN. 37 A503.1C 25 4'-0" 4'-0" TO FINISH GRADE 3'-6" 3" 2" VARIES 2" 8" 2"4" CONCRETE SITE WALL STONE CAP 2"X2" STEEL HSS PAINT 3/4"X3/4" STEEL HSS PAINT CORE DRILL 2 NON SHRINK GROUT VERT POSTS. 8" EMBENDMENT TYPE PRE-FINISHED MEDIUM BRONZE STEEL GATES CAPPED TUBESTEEL; RE: STRUCTURAL 3 1/2" STONE VENEER ON CONCRETE WALL 13 AC100A.1A 6'-0" CONCRETE WALK BEYOND RE: CIVIL 2 1/2" STONE CAP 2 1/2" STONE CAP TYPICAL SITE GUARDRAIL HOLD STONE 2" MIN. ABOVE PAVING HOLD STONE 2" MIN. ABOVE PAVING 37 37 3/4"X 3/4" STEEL TUBES @ 4 3/4" O.C ON STREET SIDE 16 GA SHEET MTL WELDED ON BACK SIDE H.M DOOR STILE GRADE RE: CIVIL CONC. WALL, RE: STRUCT. 2" STONE CAP,CENTER ON WALL (COLORADO BUFF) CONCRETE FOOTING CONCRETE PAVING SLOPE TO DRAIN RE: CIVIL STONE VENEER BEYOND 3'-6" TYPICAL SITE GUADRAIL RE: 9/AC100A.1A CORE DRILL & NONSHRINK GROUT VERT POSTS, 8" EMBEDMENT, TYP. 1" 1'-1" 1" 37 CONCRETE PAVING. RE: CIVIL SNOWMELT HYDRONIC TUBING. RE: MECH 2" HIGH DENSITY RIGID INSULATION BASE COURSE 6X6-10 GUAGE REINFORCING 1 1/2" N This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International, Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, Heery International Inc. Copyright © 2013 by Heery International, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42" drawn by checked by sheet number sheet title item date date issued for seal/signature consultants/construction managers owner's project number project number Heery International 555 17th Street, Suite 500 Denver, CO 80202 720.946.0276 OWNER'S PROJECT NUMBER TOV: C&S PRJ14-0157 B15-0185 (ADD#5) TI PRJ14-0157 B15-0461 E15-0043 (ADD#6) DFPC: C&S 9667 (ADD#5) TI TBD 6/15/2016 2:46:32 PM AC100A.1A Checker Author ARCHITECTURAL SITE DETAILS 02/06/2016 CONSTRUCTION DOCUMENTS VAIL VALLEY MEDICAL CENTER PHASE 1 - WEST WING 181 WEST MEADOW DRIVE VAIL, CO HII-1302604 INTERIOR DESIGN: Gallun Snow 1920 Market Street, Suite 240, Denver, CO 80202 720.407.6002 MECHANICAL, ELECTRICAL,PLUMBING, LOW VOLTAGE: Cator Ruma & Associates,Co. 896 Tabor Street, Lakewood, CO 80401-4700 303.232.6200 CIVIL: Martin/Martin 225 Main Street, Unit C101, Edwards, CO 81632 970.926.6007 LANDSCAPE: Lime Green Design, Inc. 900 East Louisiana Avenue, Suite 209, Denver, CO 80210 303.733.7558 STRUCTURAL: Structural Consultants Inc. 3400 East Bayaud Avenue, Suite 300, Denver, CO 80209 303.399.5154 1/2" = 1'-0" 1 WEST STAIR ENLARGED PLAN 1/2" = 1'-0" 2 WEST STAIR SECTION 1 1/2" = 1'-0" 3 WEST SITE WALL SECTION 1/2" = 1'-0" 4 SOUTH STAIR ENLARGED PLAN 1/2" = 1'-0" 5 SOUTH STAIR SECTION 1/2" = 1'-0" 6 SITE WALL @ WALK SECTION 1/2" = 1'-0" 7 SITE WALL @ TRANSFORMER SECTION 1/2" = 1'-0" 8 SITE WALL SOUTH/ PLANTING BED SECTION 1/2" = 1'-0" 9 TYP. SITE GUARDRAIL 1/4" = 1'-0" 10 BULK OXYGEN STORAGE SIDE 1/4" = 1'-0" 11 BULK OXYGEN STORAGE FRONT 1/2" = 1'-0" 12 CD-TRANSFORMER ENCLOSURE 1/2" = 1'-0" 13 TRANSFORMER DETAIL A 1/2" = 1'-0" 14 SOUTH SIDE WALL SECTION NOTE: REFER TO SHEETS A100A.1B & A101A.1B FOR SECTION CUT LOCATIONS ALTERNATE NO. 2 ALTERNATE NO. 2 3" = 1'-0" 15 SNOW MELT 2 ADD #2 07.16.2015 5 ADD #5 TOV, DFPC 10.20.2015 37 ASI #28 06.15.2016 01/04/17