01 - Elevations 2 Drawings.pdf
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- Attached to
- Y1DA--FY24: NRM (PROJ: 673-23-104) DB Install Fall Protection Anchorage and Guardrails for Bldg 1 and 2
- Solicitation number
- 36C24824R0016
About this file
This document contains drawings and specifications for building renovations. The drawings depict existing elevations and plans for two buildings and proposed modifications including a new elevator shaft, footing, and fall protection anchorage and guardrails. The related federal contract opportunity is a solicitation from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8 to provide design-build services for installing fall protection anchorage and guardrails on Buildings 1 and 2. No pricing, response dates, or other procurement details are included in the solicitation information provided.
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Text version
R1R1.6R1.9R2
8"
8"
9 1 /2"
9 1 /2"
9'
- 0
R2.5R4 R3.2 R3R3.4 R3.3 R2.4 R1.71 A301
EX PA01A
3' - 0"
EX 1A01A
6' - 0"
EX GA01
6' - 0"
EX B00
3' - 0"
02.28 02.28
02.27
02.27
02.27
04.05
02.29
02.2902.29
02.32 02.32
03.14
16' - 3" 7" 7' - 11" 2' - 4" 18' - 0" 2" 21' - 0" 2' - 11" 7' - 4" 7" 16' - 3"
02.83
EXISTING
02.0202.02
07.33
03.25
04.08
07.60
RJ RH.1 RH RG RF RE RD RC RB RA.9 RA
9'
- 0
9 1
/2"
9 1
/2"
8"
8"
RJ.1 1
A302
04.05
02.27
02.29
02.04 02.04 02.04 02.04
02.29
02.28 02.28
02.2802.27
02.3202.3202.32
03.14
4" 11' - 9" 9" 23' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 23' - 0" 9" 11' - 9"
EXISTING TUNNEL TO ADJACENT BUILDING
EXISTING WALKWAY TO ADJACENT BUILDING
02.07
02.31
02.18
02.2602.33
02.36
02.83
02.0202.02
07.33 07.35 07.3507.35
07.35 07.35 07.35
07.60
02.02 EXISTING WALL TO REMAIN
02.04 EXISTING WINDOW TO REMAIN
02.07 EXISTING ROOFING TO REMAIN
02.18 EXISTING COLUMN TO REMAIN
02.26 EXISTING STAIRS TO REMAIN
02.27 EXISTING CONCRETE COPING TO REMAIN
02.28 EXISTING OVERFLOR SCUPPER TO REMAIN
02.29 EXISTING BRICK TO REMAIN
02.31 EXISTING RAILING TO REMAIN
02.32 EXISTING FOOTING AND FOUNDATION TO REMAIN
02.33 EXISTING LOADING DOCK TO REMAIN
02.36 EXISTING ENERGY RECOVERY RUNAROUND COIL TO REMAIN
02.83 EXISTING GRADE
03.14 NEW FOOTING FOR NEW ELEVATOR SHAFT, SEE SHEET A501
03.25 NEW CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS
04.05 NEW ELEVATOR SHAFT
04.08 REMOVE EXISTING METAL WALL AND INFILL OPENING WITH CONCRETE MASONRY UNITS
AND BRICK VENEER TO MATCH THE EXISTING PENTHOUSE PERIMETER. FILL UNGROUTED
MASONRY CELLS WITH EXPANDED PERLITE CONSTRUCTION FILLER, SEE STRUCTURAL
NOTES FOR REINFORCING
07.33 PARAPET CAP, SEE DETAIL ON A501
07.35 REMOVE LOUVER AND INFILL WALL TO MATCH EXISTING
07.60 CLEAR EXISTING WEEP HOLES OF OBSTRUCTIONS AND DRILL NEW WEEP HOLES AT
INTERSECTIONS OF MORTAR BED AND HEAD JOINTS AT 32" O.C. INSERT STAINLESS
STEEL WOOL OR PLASTIC VENTS TO PREVENT INSECT INFILTRATION IN EXISTING AND
NEW WEEP HOLES, TYPICAL AT PERIMETER OF BUILDING
1/8" = 1'-0"2 EAST ELEVATION
1/8" = 1'-0"1 NORTH ELEVATION
RAND M.
EARDLEY
128806
ST
OF
AT
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ARED CH
IT
EC
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LI 04 DEC 2020
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