AE500.pdf
PDF 466 KB Posted
- Attached to
- Y1DA--EHRM Infrastructure Upgrades Construction San Juan Federal contract opportunity
- Solicitation number
- 36C77624B0012
About this file
This document appears to be a set of detailed construction drawings for an infrastructure upgrade project at the VA Caribbean Health Care System in San Juan, Puerto Rico. The drawings provide specifications for new concrete footings, slabs, walls, roofing, and other building elements across multiple facilities on the campus. Key details include the use of CMU walls, metal decking, rigid insulation, EPDM membrane, and other building materials and components.
The related federal contract opportunity is solicitation 36C77624B0012 issued by the Department of Veterans Affairs Technology Acquisition Center Austin for the "EHRM Infrastructure Upgrades Construction San Juan" project. The work includes general construction, infrastructure upgrades, and reconfiguration/renovation of existing spaces across multiple buildings on the campus. The project scope covers electrical, HVAC, communications, physical security, and fiber infrastructure improvements. The solicitation is open to full and open competition.
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Text version
Level 1
0' - 0"
CONCRETE FOOTING - SEE
STRUC. DWGS
4" CONCRETE SLAB - SEE
STRUC. DWGS
2" PERFORATED PVC PIPE
WITH FOR DRAINAGE
WATER PROOF MEMBRANE
TO EXTEND FROM TOP OF
WALL TO 1'-0" OF FOOTING
2"
1'
1'-0" DEEP IN-FILL OF GRAVEL
1/2" EXPANSION JOINT
3/4" PLASTER FINISH
PAINT COLOR TO MATCH
EXISTING EXTERIOR
METAL MESH TO BE FASTEN
TO CMU
2"
EXTERIOR LATEX PAINT TO BE
PAINTED OVER THE MEMBRANE
FROM TOP OF FOOTING TO
SECOND CMU COURSE
PLASTER WEEP SCREED TO
BE ELEVATED 2" ABOVE
GRADE
CONCRETE SLAB TO
HAVE A FLOOR FINISH -
SEE FINISH SCHEDULE
RUBBER WALL BASE -
SEE FINISH SCHEDULE
PARTITION FUR OUT -
SEE ENLARGED PLAN
FOR WALL TYPE
8 X 8 X 16 CMU WALL - SEE
STRUC. DWGS
3/4" FIRE RATED
PLYWOOD TO BE FAST
TO FUR OUT WALL
METAL DOWNSPOUT
1/2" SS DOWEL W/ SEALENT
AROUND PENTRATION
THROUGH FLASHING
GROUT FILL FOR DOWEL
ANCHORAGE AND FLASH
SUPPORT
METAL MESH ANCHOR TO
CMU WALL
8 X 8 X 16 CMU WALL - SEE
STRUC. DWGS
1/2" ROOF EXPANSION
JOINT
PARTITION FUR OUT -
SEE ENLARGED PLAN
FOR WALL TYPE
3/4" PLASTER FINISH PAINT
COLOR TO MATCH EXISTING
EXTERIOR
SEALANT
SLOPED CONCRETE
METAL DECK ROOF -
SEE STRUC. DWGS
3 1/2" RIGID
INSULATION
ROOF BOARD
EPDM MEMBRANE
METAL FLASHING
"J" CASING BEAD W/ SEALANT
CONCRETE COPING
W/ DRIP EDGE
METAL SRUPPER AND
DOWNSPOUT
BOND BEAM - SEE STRUC.
DWGS
STEEL PLATE W/ ANCHOR
THREADED BOLT - SEE
STRUC. DWGSSTEEL BEAM - SEE
STRUC. DWGS
CANT STRIP
SCREW FASTENER W/
RUBBER WASHER
ANCHOR TO NEW WALL
BOND BEAM - SEE STRUC.
DWGS
Level 2
14' - 0"
EXISTING 2ND FLOOR SLAB
EXISTING 2ND FLOOR WALL
ANGLE STEEL PLATE W/
ANCHOR BOLTS TO THE
UNDERSIDE OF SLAB AND
NEW CMU WALL - SEE
STRUC. DWGS
IN-FILL W/ SOLID GROUT
8 X 8 X 16 CMU WALL - SEE
STRUC. DWGS
SLOPED CONCRETE
METAL DECK ROOF - SEE
STRUC. DWGS
STEEL BEAM - SEE
STRUC. DWGS
PARTITION FUR OUT - SEE
ENLARGED PLAN FOR
WALL TYPE
PARTITION FUR OUT - SEE
ENLARGED PLAN FOR
WALL TYPE
EXISTING CEILING
STEEL PLATE W/ ANCHOR
THREADED BOLT - SEE
STRUC. DWGS
2" SOLID CONCRETE TOP
1/2" ROOF EXPANSION
JOINT
1/2"1/4" / 1'-0"
BOND BEAM - SEE
STRUC. DWGS
BOND BEAM - SEE
STRUC. DWGS
Level 1
0' - 0"
EXISTING SLAB
EXISTING GRADE BEAM
PARTITION FUR OUT - SEE
ENLARGED PLAN FOR WALL
TYPE
8 X 8 X 16 CMU - SEE
STRUC. DWGS
EXISTING DOWLS - SEE
STRUC. DWGS
RUBBER WALL BASE - SEE
FINISH SCHEDULE
3/4" FIRE RATED PLYWOOD TO
BE FAST TO FUR OUT WALL
PARTITION FUR OUT - SEE
ENLARGED PLAN FOR WALL TYPE
4" CONCRETE SLAB - SEE
STRUC. DWGS
1/2" EXPANSION
JOINT
CONCRETE SLAB TO
HAVE A FLOOR FINISH -
SEE FINISH SCHEDULE
RUBBER WALL BASE -
SEE FINISH SCHEDULE
NEW DOWL TO BE PLACED NEXT
TO EXISTING FOR NEW CMU
WALL - SEE STRUC. DWGS
Level 1
0' - 0"
1'
3/4" PLASTER FINISH
PAINT COLOR TO MATCH
EXISTING EXTERIOR
METAL MESH TO BE FASTEN
TO CMU
PLASTER WEEP SCREED TO
BE ELEVATED 2" ABOVE
GRADE
8 X 8 X 16 CMU WALL - SEE
STRUC. DWGS
EXISTING PATIO SLAB
1/2" EXPANSION JOINT
EXTERIOR LATEX PAINT TO BE
PAINTED OVER THE MEMBRANE
FROM TOP OF FOOTING TO
SECOND CMU COURSE
CONCRETE FOOTING - SEE
STRUC. DWGS
WATER PROOF MEMBRANE
TO EXTEND FROM TOP OF
WALL TO 1'-0" OF FOOTING
4" CONCRETE SLAB - SEE
STRUC. DWGS
1/2" EXPANSION JOINT
CONCRETE SLAB TO
HAVE A FLOOR FINISH -
SEE FINISH SCHEDULE
RUBBER WALL BASE -
SEE FINISH SCHEDULE
PARTITION FUR OUT -
SEE ENLARGED PLAN
FOR WALL TYPE
3/4" FIRE RATED
PLYWOOD TO BE FAST
TO FUR OUT WALL
2"
Level 2
14' - 0"
3 1/2"
1/4" / 1'-0"
SLOPED CONCRETE METAL
DECK ROOF - SEE STRUC.
DWGS
3 1/2" RIGID INSULATION
ROOF BOARD
EPDM MEMBRANE TO BE
WRAPPED OVER THE NEW
PARTITION
3"
PARTITION FUR OUT -
SEE ENLARGED PLAN
FOR WALL TYPE
EXISTING BEAM
EXISTING EXTERIOR
PLASTER ROOF
PLASTER WEEP SCREED
TO BE ELEVATED 3" ABOVE
FINISHED ROOF
REMOVE 1/2" LAYER OF
EXISTING PLASTER AND
ADD NEW ANGLE BEAD
FOR NEW CONTINUOUS
PLASTER FINISH TO MATCH
EXISTING PAINT COLOR
STEEL BEAM - SEE
STRUC. DWGS
CANT STRIP
METAL MESH TO BE
FASTEN TO PARTITION
A
/8
/4
/8
/2
/4
-1
/2
2345678910111213141516
B
C
D
E
F
G
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I
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12345678910111213141516
VA Project Number:
Building:
Drawing Number:
Project Title:
Project Location:
Issue Date:
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Submission:
ARCHITECT / ENGINEER OF RECORD:CONSULTANTS:
CONSULTANT:
Compass Consulting Group 3401 enterprise Parkway Suite 301 Beachwood, OH 44122 619-925-1647
ARCHITECT:
CB DESIGN GROUP
421 King ST
SUITE 301
ALEXANDRIA, VA 22314
703-772-4213
PROFESSIONAL SEAL:
VA Caribbean Health Care System 10 Calle Casia San Juan Puerto Rico
CONSULTANT:
Integrity Federal Services 148 S. Queen Street Suite 201 Martinsburg, WV 25401 304-725-8456
CONSULTANT:
IMEG
15 Sunnen Drive Suite 104 St. Louis, MO 63143 314-951-2522
-2
-7
A E
.p d f
12 / 11 / 2023
672-21-700
JSKJ
EHRM INFRASTRUCTURE UPGRADE
SAN JUAN PR
BID DOCUMENTS SUBMISSION
ENLARGED DETAILS
AE500
1 1/2" = 1'-0"A4
NEW FOOTING AND WALL FOUNDATION DETAIL (TYPICAL)
1 1/2" = 1'-0"E4
NEW PARAPET DETAIL AT DOWNSPOUT (TYPICAL)
1 1/2" = 1'-0"E10
BUILDING 10 - NEW WALL AND ROOF
SLOPE DETAIL AT OVER HANG
1 1/2" = 1'-0"A10
NEW SLAB AND FOOTING DETAIL
AT EXISTING FOUNDATION (TYPICAL)
1 1/2" = 1'-0"A15
BUILDING 10 - NEW FOOTING, SLAB, AND
WALL DETAIL AT EXISTING SLAB PATIO
1 1/2" = 1'-0"E15
BUILDING 10 - NEW ROOF AND PLASTER WALL WITH
EXISTING PLASTER OVER HANG ROOF
# REVISION DATE
1 ADDENDUM 01 06/11/2024
File details come from the government source that posted it. Updated .