01 - Exterior Elevations Drawings.pdf
PDF 753 KB Posted
- 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 exterior elevation drawings for a building renovation project and details the related federal contract solicitation. The drawings show existing elements to remain and new construction elements including footings, stairs, handrails, parapets, and louvers. The solicitation seeks offers to install fall protection anchorage and guardrails for Buildings 1 and 2. The solicitation was issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8. Offerors should respond by the closing date to be considered for award of this contract to improve safety features at two buildings.
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Text version
RJRH.1RHRGRFRERDRCRBRA.9RA RJ.1
8"
8"
9 1 /2"
9 1 /2"
9'
- 0
A302
02.2702.2802.28
02.2802.27
02.04 02.04 02.04 02.04
02.27
02.29
02.29 02.29 02.29
02.3202.3202.32
4"11' - 9"9"23' - 0"24' - 0"24' - 0"24' - 0"24' - 0"23' - 0"9"11' - 9"
A602 A1
A602 F1
EX S2GA
3' - 0"02.33
02.02
07.33
A602 A1
A602 F1
A602 A1
A602 F1
A602 A1
A602 F1
07.41
W5 W5W5 W5W5 W5 W5 W5W5 W5W5 W5
02.31
07.56
04.09
07.56
04.09
03.25
03.28
03.28 03.25
07.60
R1 R1.6 R1.9 R2 R2.5 R4R3.2R3 R3.4R3.3R2.4R1.7
8"
8"
9 1 /2"
9 1 /2"
9'
- 0
A301
EX GC03A
5' - 4"
EX GC11B
3' - 0"
EX GC11A
3' - 0"
04.05 02.29
02.29
02.29 02.29
02.27
02.27
02.27
02.28
02.3102.31
02.26
02.3202.32
03.14
16' - 3" 7" 7' - 4" 2' - 11" 21' - 0"
2" 18' - 0" 2' - 4" 7' - 11"
7" 16' - 3"
A602 B3
A602 D3
A602 F3
A602 B3
A602 D3
A602 F3
02.33
07.24
05.09
04.05
02.02
07.33
3' - 0"
GC01
02.02
03.25
03.28 03.28
03.25 03.2503.25
07.60
02.02 EXISTING WALL TO REMAIN
02.04 EXISTING WINDOW 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
03.14 NEW FOOTING FOR NEW ELEVATOR SHAFT, SEE SHEET A501
03.25 NEW CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS
03.28 NEW CONCRETE STAIR, SEE STRUCTURAL DRAWINGS
04.05 NEW ELEVATOR SHAFT
04.09 PATCH AND INFILL WALL AROUND NEW LOUVER WITH CONCRETET MASONRY BLOCKS AND
BRICK VENEER TO MATCH THE EXISTING ADJACENT PERIMETER WALLS, SEE STRUCTURAL
NOTES FOR REINFORCING
05.09 NEW METAL HANDRAIL. HANDRAIL SIZE TO BE 1 1/4" TO 2 5/8", HANDRAILS SHALL TERMINATE TO WALLS. MAX 4" SPACING BETWEEN BALUSTERS. HANDRAIL IS TO BE PLACED 34" TO 38" ABOVE
THE NOSE OF THE TREADS VERTICALLY TO THE TOP RAIL. THEY SHALL BE CONTINUOUS THE
FULL LENGTH OF THE STAIRS. THE HANDGRIP PORTION SHALL BE NOT LESS THAN 1 1/4" NOR
MORE THAN 2" IN CROSS-SECTIONAL DIMENSION. HANDRAILS PROJECTING FROM A WALL
SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2" BETWEEN THE WALL AND THE HANDRAIL
07.24 MEMBRANE OVER TAPERED RIGID INSULATION OVER METAL DECK, SEE ENTRANCE DRAWINGS
ON A411
07.33 PARAPET CAP, SEE DETAIL ON A501
07.41 WALL OVER NEW LOUVER TO MATCH EXISTING SURROUNDING WALL
07.56 SEE MECHANICAL DRAWINGS FOR LOUVER REPLACEMENT
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"1 SOUTH ELEVATION
1/8" = 1'-0"2 WEST ELEVATION
RAND M.
EARDLEY
128806
ST
OF
AT
E UTAH
ARED CH
IT
EC
T
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CE
LI 04 DEC 2020
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