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HomeMy WebLinkAboutA231.1A3 2.7 CONT. WD. BLOCKING 3 1/2" DIA. RIVER ROCK ROOF COVER R2 - UL NO. D949, 2HR W5 - WEATHERED STEEL PANEL ASSEMBLY CEILING. RE: RCP GYPSUM BULKHEAD/SOFFIT RE : RCP 4" CONCRETE PAVING. RE: CIVIL CONCRETE FOUNDATION. RE: STRUCTURAL CONCRETE CURB 8 1/8" BRACE BULKHEAD SOFFIT BACK TO STRUCTURE AS REQUIRED. STEEL BEAM. RE: STRUCTURAL 2'-6" ENTRY CANOPY. RE: A131A.1A 20 30 A231.1A 11 SIM A231.1A 12 1/2" EXPANSION JOINT A231.1A 15 SIM FIRE CAULK FULL HEIGHT GYP. BD 1'-3" 1/2" 2'-8" 2'-2 1/4" 1/2" 3'-7 1/4" 2'-8" 2" STONE COLUMN PILASTER BEYOND A250.1A 25 LEVEL 2 114' - 0" 3 W5 - WEATHERED STEEL PANEL ASSEMBLY CONT. MTL. CONT. WD. BLOCKING 3 1/2" DIA. RIVER ROCK ROOF COVER R2 - UL NO. D949, 2HR CEILING. RE: RCP CONCRETE PAVING. RE: CIVIL CONCRETE FOUNDATION. RE: STRUCTURAL STEEL BEAM. RE: STRUCTURAL 3 7/8" 8 1/8" 8 1/8" 30 A231.1A 16 CEILING. RE: RCP FOR TYPE WALL TYPE AS INDICATED ROLLERSHADE ENCLOSURE 3/4" FT PLYWOOD BLOCKING & SHIM STUD FRAMING. 6" MTL STUD FRAMING @ DUAL ROLLER SHADE. 3 5/8" STUD FRAMING @ SINGLE ROLLER SHADE. VARIES DUAL ROLLERSHADE = APROX. 9"X10" PREMANUFACTURED ENCLOSURE. SINGLE ROLLERSHADE = APROX. 5 1/2" X 5 1/2" PREMANUFACTURED ENCLOSURE 20 A500.1A 6 BRACE COLUMN TO STRUCTURE ABOVE. PROVIDE SLIP CONNECTION WITH 2" OF ALLOWABLE MOVEMENT 20" SQUARE CONCRETE PIER, EXTEND 48" BELOW FINISHED GRADE 3/4" DIA ANCHOR BOLTS WITH ACORN NUTS PAINTED 5/8" EXTERIOR GYPSUM BOARD SUSPENDED ON METAL STUDS 3/4" THICK WEATHERED STEEL BASE PLATE 1/2" EXPANSION MATERIAL CONCRETE WALK. RE: CIVIL WEATHERED METAL PANEL SOFFIT 10" HSS 10"X10"X3/16" WEATHERED STEEL DECORATIVE COLUMN. 1" CHAMFER PROVIDE #5 REBAR IN CORNERS WITH #3 TIES 12" O.C. J TRIM WITH BACKER ROD AND SEALANT TO COLUMN DECORATIVE WEATHERED STEEL HSS 8"X8"X3/16" WELD TO PLATE 3/16" THICK STEEL PLATE ATTACHED TO A MINIMUM OF 2 STUDS 6" METAL STUDS STONE VENEER WRAP FLEXABLE FLASHING FULLY AROUND HSS STEEL. 1'-0" RIGID INSULATION 1" AIR SPACE 1'-0" MORTAR TYP. ALL SIDES UNO 1'-3" 4 1/4" 10 3/4" CURTAIN WALL/ EXTERIOR STUD WALL 3 5/8" MTL. STUDS, 16 O.C 3/4" FT. PLYWOOD BLOCKING AND SHIM ROLLER SHADE 5/8" GYP. BD CEILING. RE: FINISH SCHEDUEL 'J' MOLD DRAINAGE BOARD 2" RIGID BOARD INSULATION FLUID APPLIED WATER PROOFING FILTER FABRIC GRAVEL BED PERIMETER DRAIN CURTAIN WALL/ EXTERIOR STUD WALL 3 5/8" MTL. STUDS, 16 O.C TO STRUCTURE 3/4" FT. PLYWOOD BLOCKING AND SHIM 5/8" GYP. BD CEILING. RE: FINISH SCHEDUEL UNO 1'-3" 9 1/2" 5 1/2" 5 1/2" ROLLER SHADE 'J' MOLD CEILING. RE: RCP FOR TYPE WALL TYPE AS INDICATED ROLLERSHADE ENCLOSURE VARIES CEILING. RE: RCP FOR TYPE WALL TYPE AS INDICATED ROLLERSHADE ENCLOSURE. WINDOW. AS SCHEDULED LEVEL 2 114' - 0" 3 METAL STUD FRAME 5/8" EXTERIOR SHEATHING METAL DECK RE. STRUCT. CONCRETE DECK 5/8" EXTERIOR SHEATHING CONT. GRAVEL STOP A231.1A 13 A231.1A 14 WEATHERED METAL PANEL SYSTEM 6" UNFACED FIBERGLASS BATT WEATHER BARRIER 3 5/8" PAINTED GYPSUM BOARD BASE, RE: FINISH SCHEDULE RUBBER FLOOR, RE: FINISH SCHEDULE WEATHERED METAL PANEL OR STONE VENEER SYSTEM FOUNDATION RE: STRUCTURAL CONCRETE PAVING RE: CIVIL CONCRETE CURB AND SLAB SILL FLASHING INSULATION 3625162-54 STEEL STUDS @ 16" O.C. EXTERIOR SHEATHING WEATHER BARRIER RETURN AROUND INSULATION 6" METAL STUD 1/2" EXPANSION JOINT SPRAY INSULATION 4 1/2" 6" CONCRETE CURB HORIZONTAL STUD W/2-#10 EA END AT TOP AND BOTTOM OF WALL REINFORCEMENT PER DETAIL 4/S200 REINFORCEMENT, RE STRUCTURAL #3 TIE @ 12" O.C. W/STANDARD HOOK EA. END (SKEW TIES TO MAINTAIN SPECIFIED COVER) 9" CUT FLOOR FINISH TO MATCH TRENCH COVER REINFORCEMENT RE: STRUCTURE CABLE TRENCH INSERT RE: TECHNOLOGY 31 PANEL DIM. 1/2" 1 1/4" NOM. 1 1/4" NOM. EXTERIOR SHEATHING METAL STUD FRAMING 6" BATT UNFACED FIBERGLASS BATT WEATHERED METAL PANEL SYSTEM WEATHER BARRIER DRILL WEEP HOLES @ EACH SIDE OF PANEL PANEL DIM. PANEL DIM. 6" UNFACED FIBERGLASS BATT EXTERIOR SHEATHING WEATHER BARRIER TAPE SEAL WEATHERED METAL PANEL SYSTEM STONE PILASTER BEYOND WEATHERED STEEL PANEL ON 2" Z- GIRTS FLEXIBLE FLASHING, LAP OVER TOP OF WEATHER BARRIER RIGID INSULATION W/ WEATHER BARRIER EXT 5/8" GYPSUM SHEATHING MTL STUD SPRAY FOAM INSUL ON INT. SURFACES IN CONTINUOUS MANNER, 2" MIN. DRIP EDGE CONTINUOUS FRT WOOD BLOCKING STOREFRONT SYSTEM BACKER ROD & SEALANT WEATHERED STEEL PANEL AND FLEXIBLE FLASHING BEYOND SLOPED 18 GA METAL SILL MATCH COLOR OF WEATHERED METAL PANEL TURN UP METAL FLASHING ON FRONT EDGE OF SHIMS (1/2" MIN. BACK FROM FRONT FACE OF STOREFRONT). SLOPE 3/4" EXTERIOR PLYWOOD 5 3 5/8" PAINTED GYPSUM BOARD BASE, RE: FINISH SCHEDULE RUBBER FLOOR, RE: FINISH SCHEDULE WEATHERED METAL PANEL SYSTEM FOUNDATION RE: STRUCTURAL CONCRETE PAVING RE: CIVIL SILL FLASHING INSULATION EXTERIOR SHEATHING WEATHER BARRIER RETURN AROUND INSULATION METAL STUD FRAMING 1/2" EXPANSION JOINT SPRAY THERMAL INSULATION CONCRETE CURB REINFORCEMENT PER DETAIL 4/S200 STEEL REINFORCEMENT, RE. STRUCTURAL 2 1/2" METAL STUDS HORIZONTAL STUD W/2- #10 EA END AT TOP AND BOTTOM OF WALL 6 1/4" 6" 31 3 J STONE VENEER SYSTEM CONTINUOUS INSULATION AND WEATHER BARRIER EXTERIOR SHEATHING METAL STUD FRAMING METAL STUD FRAMING WEATHERED METAL PANEL SYSTEM EXTEND GYP. BD. TO COLUMN EXTEND GYP. BD. TO COLUMN SPRAY FIREPROOFING COLUMN, RE. STRUCTURAL 12 A231.1A SIM 16 A231.1A SIM 12 A231.1A SIM WEATHERED METAL PANEL SYSTEM 000 1' 2' 4' SCALE: 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 1/2" = 1'-0" 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 7/1/2016 2:31:22 PM A231.1A Checker Author DETAIL SECTIONS - C & S 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 SECTION @ 3 & H/J 1/2" = 1'-0" 2 SECTION @ 3 & J 3" = 1'-0" 3 SECTION @ ROLLERSHADE SUPPORT 1 1/2" = 1'-0"4 SECTION @ DECORATIVE COLUMN 3" = 1'-0" 5 DECORATIVE HORIZONTAL WEATHERED STEEL 5 5 1 1/2" = 1'-0" 6 DOUBLE ROLLERSHADE (BLACKOUT) @ BULKHEAD 1" = 1'-0" 7 PERIMETER DRAIN 6 6 1 1/2" = 1'-0" 8 SINGLE ROLLERSHADE @ BULKHEAD 3" = 1'-0" 9 ROLLERSHADE MOUNTED TO WALL TIGHT TO CEILING 3" = 1'-0" 10 ROLLERSHADE SURFACE MOUNT @ WINDOW HEAD 20 1 1/2" = 1'-0" 11 COPING 1 1/2" = 1'-0" 12 SILL DETAIL AT WEATHERED PANEL WALL SYSTEM 3" = 1'-0" 13 FASCIA SOFFIT DETAIL 3" = 1'-0" 14 SOFFIT TO VERTICAL WALL DETAIL 30 3" = 1'-0" 15 WINDOW SILL 2 ADD #2 07.16.2015 4 ADD #4 09.21.2015 5 ADD #5 TOV, DFPC 10.20.2015 6 ADD #6 TOV, DFPC 11.16.2015 20 ASI #12 02.03.2016 30 ASI #21 04.25.2016 31 ASI #22 07.05.2016 1 1/2" = 1'-0" 16 SILL DETAIL AT WEATHERED METAL PANEL SYSTEM @ GRADE BEAM 3/4" = 1'-0" 17 COLUMN DETAIL AT 3-J 01/04/17