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HomeMy WebLinkAboutA300.1AF.V.C. LEVEL 1 100' - 0" LEVEL 2 114' - 0" LOWER LEVEL 86' - 0" LEVEL 3 127' - 4" LEVEL 4 140' - 8" LEVEL 05 153' - 5 1/2" F E LOWER LANDING LEVEL 95' - 4" STAIR LANDING LEVEL 3 134' - 3 1/2" (NEW STEEL PAN STAIR)12 R @ 7" = 6'-11 1/2" EXISTING CONC. LANDING W/ METAL PLATE RE: EXIST STRUCT. EDGE OF EXISTING ROOF SLAB EXTEND STAIR AS REQ'D TO CONNECT TO EXISTING LANDING RE: STRUCT. EXIST. CONC. LANDING 5'-0" NEW PARTIAL HT WALL NEW MTL. PAN STAIR NEW STEEL PAN STAIR 11 R @ 7" = 6'-4 1/2" REMOVE EXIST. GYP. BD. AT TOP OF EXIST. PARTITION. EXTEND MTL. STUD & GYP. BD. PARTITION TO LANDING ABOVE 3'-6" STAIR LANDING LEVEL 2 121' - 0" STAIR LANDING LEVEL 1 107' - 0" NEW 1 1/4" CONTINUOUS STD. STEEL HAND RAIL. PROVIDE 2X6 BLK'NG BETWN STUDS @ HANDRAIL BRACKETS. PROVIDE CONTINUOUS CONNECTION TO EXISTING HANDRAIL. 2'-9" NEW EXIT DOOR REMOVE EXISTING PRECAST CONC. PLANKING (AT EXIST ROOF) RE: STRUCT. REMOVE EXIST. GYP. BD. CEILING NEW GYP. BD. SOFFIT 9'-0" 9'-0" NEW GYP. BD. CEILING RAILING ON WALL BEYOND 9'-0" STL. BEAMS RE: STRUCT. SHAFT WALL UL # U415 SYSTEM B EXIST. CONC. STRUCT. NEW GYP. BD SOFFIT EXISTING SOFFIT EXISTING STAIRS EXISTING STAIRS MECH. SHAFT REPLACE GYP BD ON FURRING AROUND DOOR AS REQUIRED BY NEW. POSSIABLE LOCATION OF NEW EXRESS DOOR 5 LEVEL 1 100' - 0" LEVEL 2 114' - 0" LOWER LEVEL 86' - 0" LEVEL 3 127' - 4" LEVEL 4 140' - 8" LEVEL 05 153' - 5 1/2" 1 0.7 A501.1B 21 LOWER LANDING LEVEL 95' - 4" STAIR LANDING LEVEL 3 134' - 3 1/2" T.O. STEEL MECH. 165' - 5 1/2" NEW STEEL PAN STAIR 12 R. @ 7" = 6'-11 1/2" EXISTING STAIR NEW STL PAN STAIR 11 R. @ 7" = 6'-4" STAIR LANDING LEVEL 2 121' - 0" STAIR LANDING LEVEL 1 107' - 0" SHAFTWALL UL DESIGN # 415 SYSTEM B 8'-4" 8" 8'-3" EXIST. FURRING 3 3/4" 3'-10 1/4" 3 3/4" STL. BEAMS RE: STRUCT COL. & TUBES RE: STRUCT. ALIGN GYP. BD. W/ EXIST FURRING BELOW EXIST. SHAFT EXIST. SHAFTWALL STUCCO ON MTL DECK @ MECH EQ. SCREEN ALIGN W/ WALL BEYOND EXIST. SHAFTWALL NEW GYP. BD. CLG. ALIGN NEW FURRING W/ EXIST. 1.5 T.O STL. @ ELEVATOR 166' - 9" EXISTING BRICK LEDGE EL = 92'-8" 2 1/4" FINGER SPACE AT WALL MOUNTED HANDRAILS, TYP. 1 F E 2 A300.1A 1 A300.1A 95' - 4" EXIST. SHAFT UP DN EXIST. GYP. BD PART. MECH SHAFT 8'-4" 15'-2" RELIEF AIR VENT 1.5 EXIST. GYP. BD. PARTITION 100' - 0" 1'-1 3/8" 4'-0 1/2" EXIST SHAFTWALL STAIR A 2 AC100A.1A 1 F E 2 A300.1A 1 A300.1A 127' - 4" UP EXIST. SHAFT EXIST. SHAFT WALL DN 3'-4" 8'-4" EXISTING FURRING 1.5 MECH. SHAFT STUCCO ON EXIST. STUDS W1 – STUCCO EXIST GYP. BD PARTITION STUCCO ON STUDS 2" RIGID ON SHAFT WALL 5 3/8" 3'-7" 7 1/8" STUCCO ON EXIST. BRICK ON CONC 1'-4" STAIR A 1 F E 2 A300.1A 1 A300.1A 140' - 8" MECH. SHAFT DN. TOP OF GYP. BD. WALL @ 3'-6" A.F.F. MECH. SHAFT 3'-10 1/4" 3 3/4" 3 3/4" 8'-3" 1.5 SHAFT WALL UL DESIGN NO. 415 SYSTEM B BRICK LEDGE BELOW BRICK LEDGE BELOW STUCCO ON STUD STAIR A DN. 12" HANDRAIL EXTENSIONS AT ENDS, TYP. 12" HANDRAIL EXTENSIONS AT ENDS, TYP. CLOSE END RETURN RAIL TO WALL @ EA. END TURN @ END. 1" RADIUS 1 1/2" O.D. SCHED. 40 PIPE WELDED TO BRACKET @ 6' - 0" O.C. GRIND WELDS SMOOTH. BRACKETS TO BE EVENLY SPACED. DETAIL - HANDRAIL & BRACKET ELEV. - HANDRAIL 1 1/2" O.D. SCHED. 40 STL PIPE PLAN - HANDRAIL CLOSE END 1 1/2" O.D. SCHED. 40 STL PIPE, TYP. 3'-0" A.F.F. 8" 4" 3" 8" 4 1/2" 2 1/4" 1/4" R 1" 000 2' 4' 8' 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 1/4" = 1'-0" Heery International 555 17th Street, Suite 500 Denver, CO 80202 720.946.0276 OWNER'S PROJECT NUMBER 10/21/2015 7:07:23 PM A300.1A Checker Author ENLARGED PLANS & SECTIONS - VERTICAL CIRCULATION 05/28/2015 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 1/4" = 1'-0" 1 SECTION @ WEST(A) STAIR 1/4" = 1'-0" 2 SECTION @ WEST(A) STAIR 1/4" = 1'-0" 3 ENLARGED WEST(A) STAIR PLAN - LEVEL ONE 1/4" = 1'-0" 4 ENLARGED WEST(A) STAIR PLAN - LEVEL THREE 1/4" = 1'-0" 5 ENLARGED WEST(A) STAIR PLAN - LEVEL FOUR 3" = 1'-0" 6 HANDRAIL DETAILS 2 ADDENDUM # 2 07.16.2015 4 ADDENDUM #4 09.21.2015 5 ADDENDUM #5 TOV: B15-0185 DFPC ID : 9667 10.20.2015 01/04/17