Attachment 01a - Addendum R1-S-101_S-502-EHRM-689-22-700.pdf
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- Attached to
- Z2DA--689-22-700 EHRM IU West Haven VAMC This ONLY for the PCAC VISN 1 Construction MATOC Pool
- Solicitation number
- 36C77626R0106
About this file
This is a structural foundation plan and concrete foundation details drawing for the EHRM Infrastructure Upgrades project at VA CT West Haven, located at 950 Campbell Avenue, West Haven, CT 06516. The drawings are prepared by WSP USA Inc. as the Architect/Engineer of Record, with SPEES Design Build as the design-build consultant, and were issued at the 100% Construction Documents phase on April 20, 2026.
The foundation plan (Sheet S-101) depicts a slab-on-grade system with 5-inch thick reinforced concrete slabs supported by 12-inch concrete masonry unit (CMU) walls and various footing configurations. Key structural elements include #4 rebar at 12 inches on-center with mid-depth spacing, concrete joints (CJ) at typical locations, and housekeeping pads sized per architectural and mechanical drawings. Foundation depths vary with top-of-footing (TOF) elevations ranging from -3'-0" to -3'-6" below finished grade. The concrete foundation details sheet (Sheet S-502) provides eight detailed sections at 3/4-inch scale showing typical CMU wall footings, wall footings adjacent to existing conditions, mechanical yard wall sections, and frost-protected slab configurations at entrances. All sections specify reinforcement patterns, drainage requirements, insulation specifications (R-10 rigid insulation for mechanical yard slabs), expansion joints, and connections to existing structural elements. The project is fully sprinklered and includes notes referencing additional design information in related sheets. An addendum pre-bid RFI 1 was issued on July 27, 2026.
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Text version
1 2
C
6'-9 1/4" 47'-9 1/2" 18'-10 13/16"
5" THICK SLAB-ON-GRADE
W/ #4 @ 12" OC,
EW @ MID DEPTH
CJ, TYP
A
C6
S-502
F1
S-502
C1
S-502
C1
S-502
S-201C7
S-202
C1
S-201 F1
2' -6
S-202
F1
S-201
S-201
F5
C1
S-202 F6
HOUSEKEEPING PAD
PER LOCATION & SIZE
PER ARCH/MECH DRAWINGS
'-3
/8
'-3
12" CMU WALL, TYP
12" CMU
WALL, TYP
S-202C6
EDGE OF FTG
BELOW, TYP
12" CMU
WALL, TYP
B
5" THICK SLAB-ON-GRADE
W/ #4 @ 12" OC,
EW @ MID DEPTH
EQ EQ EQ EQ EQ
E Q
E Q
E Q
CJ, TYP
E Q
E Q
E Q
E Q
EQ EQ
F1
S-502
C1
S-502
C1
S-502
F1
S-502
C1
S-502
1.1 2.1
A.1
B.1
25'-8 3/4"
'-4
/4
'-8
EXISTING BUILDING
2'-6" 2'-6"
2' -6
2' -6
8" CMU WALL
D6
S-531
2' -6
F3
S-502
C3
S-502
F3
S-502
C3
S-502
/B7 S-501
C.1
F6
S-502
C6
S-502
C6
S-502
CJ
'-1
COLD JOINT
HORIZ REINF DOES NOT
CROSS THE COLD JOINT
S-202
F4
C8
S-502
8" MIN THICK SLAB-ON-GRADE
W/ #4 @ 12" OC EW TOP
& #5 @ 12" OC EW BOT
TOC EL PER CIVIL
F8
S-502
2'-6"
2'-6"
TOF = -3' - 0"
TOF = -3' - 0"
TOF = -3' - 6"
TOF = -3' - 6"
4' -0
4'-0" 4'-0"
2' -6
TOF = -3' - 6"
TOF = -3' - 0"
PLAN NOTES:
1. FOR FOUNDATION DETAILS, SEE SHEETS S-501 & S-502.
2. FOR SLAB-ON-GRADE DESIGN SEE /B1 S-501
WSP USA Inc.
1201 Pacific Ave, Suite 550 Tacoma WA, 98402
TEL: (206) 431-2300
FAX: (206) 431-2250
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ENGINEERING DISCIPLINE:
SPEES DESIGN BUILD
23830 PACIFIC HIGHWAY S. SUITE 203
KENT, WA 98032
/2
/2
:0
:3
P
M
A u to d e s k D o c s /6
-2
-7
V
A C
T W e s t H a v e n E
H R
M
IU
/V A
W H
D
A T
A C
E N
T E
R -S
T R
.r v t
S-101
FOUNDATION PLAN
NRT JKM
100% CONSTRUCTION
DOCUMENTS
04/20/2026
689-22-700EHRM INFRASTRUCTURE
UPGRADES - WEST HAVEN
VA CT WEST HAVEN
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
3/16" = 1'-0" F1
FOUNDATION PLAN
PROJECT
NORTH
Revisions: Date:
ADDENDUM PRE-BID RFI 1 07-27-2026
TOC LEVEL 1
0' - 0"
TOF
-3' - 0"
DOWELS TO MATCH SIZE AND
SPACING OF CMU WALL VERTICAL
REINFORCEMENT, TYP
TYP WALL REINF PER ELEVTYP WALL REINF PER ELEV
1/2" JT W/FILLER AND SEALANT, TYP
EXTERIOR WALL FINISH
PER ARCH
#4 @ 12" OC
#5 CONT
DOWELS TO MATCH SIZE AND
SPACING OF CMU WALL VERTICAL
REINFORCEMENT, TYP.
FIN GRADE PER CIVIL
#4 @ 8" OC MAX EW
EA FACE OF WALL
#5 @ 12" OC LAP W/
SLAB REINF SOG W/ REINF
PER PLAN
SUBGRADE PER
GEOTECH REPORT
EXTEND CONCRETE TO
ALLOW FULL BEARING OF
VENEER WALL, TYP
1'-0" Ld
DOUBLE TAPE OR SLEEVE
SLOPE FOR DRAINAGE 2% MIN
AIR BARRIER PER ARCH
1' -0
#4 @ 8" OC MAX EW
EA FACE OF WALL
PER PLAN
TOC LEVEL 1
0' - 0"
TOF
-3' - 0"
D O
O R
O P
N G
P E
R A
R C
H
NOTE:
FOR INFORMATION NOT
SHOWN REFER TO /C1 S-502
FIN GRADE PER CIVIL SOG W/ REINF
PER PLAN
#7 @ 8" OC MIN
DOUBLE TAPE OR SLEEVE
PER PLAN
#4 @ 8" OC MAX EW
EA FACE OF WALL
#4 @ 8" OC MAX EW
EA FACE OF WALL
1' -0
#4 @ 12" OC
#5 CONT
DOWELS TO MATCH SIZE AND
SPACING OF CMU WALL VERTICAL
REINFORCEMENT, TYP.
#4 @ 8" OC MAX EA
FACE OF WALL
#5 @ 12" OC LAP W/ SLAB REINF
SOG W/ REINF
PER PLAN, TYP
TYP WALL REINF PER ELEVTYP WALL REINF PER ELEV
SUBGRADE PER
GEOTECH REPORT
1'-0" Ld
DOUBLE TAPE OR SLEEVE
1/2" JT W/FILLER AND SEALANT, TYP
EXIST SLAB & FND
TO REMAIN
EXIST WALL TO REMAIN
CONC STEM WALL
A 4
FTG EDGE BEYOND
TOC LEVEL 1
0'-0"
T/FTG
-3'-0"
#5 @ 12" OC x12" LONG. EMBED TO
EXITING FOOTING 5" MIN WITH EPOXY
2" EXPANSION JOINT
1' -0
PER PLAN
FURRING PER ARCH
DO NOT EXCAVATE BELOW EXISTING
FOOTING WITHOUT SHORING BUILDING
#4 @ 12" OC
#5 CONT
DOWELS TO MATCH SIZE AND
SPACING OF CMU WALL VERTICAL
REINFORCEMENT, TYP.
#4 @ 8" OC MAX EA
FACE OF WALL
#5 @ 12" OC LAP W/ SLAB REINF
SOG W/ REINF
PER PLAN, TYP
TYP WALL REINF PER ELEVTYP WALL REINF PER ELEV
SUBGRADE PER
GEOTECH REPORT
1'-0" Ld
DOUBLE TAPE OR SLEEVE
1/2" JT W/FILLER AND SEALANT, TYP
EXIST SLAB & COLUMN
FTG TO REMAIN
EXIST COLUMN TO REMAIN
DO NOT OVER DIG.
WHERE IN CONFLICT WITH
EXISTING FOOTING
MAINTAIN 1" OF
COMPRESSIBLE MATERIAL
BETWEEN CONC STEM WALL
AND EXISTING WALL
FOOTINGS
CONC STEM WALL
A
FTG EDGE BEYOND
TOC LEVEL 1
0'-0"
T/FTG
-3'-0"
PER PLAN
#5 @ 12" OC x12" LONG. EMBED TO
EXITING FOOTING 5" MIN WITH EPOXY
FURRING PER ARCH
1' -0
TOC LEVEL 1
0' - 0"
#4 @ 8" OC EW, T&B
WALL FINISH PER ARCH
SEE PLAN FOR SOG REINF
DOWELS TO MATCH SIZE
AND SPACING OF CMU
WALL VERTICAL
REINFORCEMENT, TYP
TYP WALL REINF PER ELEV
FIN GRADE
PER CIVIL
#4 @ 8" OC EW, T&B
TYP WALL REINF PER ELEV
NOTE:
TOP OF WALL CONDITION
DIFFERS @ SIM.
SLOPE FOR
DRAINAGE 2% MIN
#4 @ 12" OC
EXTEND CONCRETE TO
ALLOW FULL BEARING
OF VENEER WALL, TYP
P E
R A
R C
H
CONT #4 @ 8" OC MAX
EA FACE OF WALL
#4 @ 12" OC
ELEV & SLOPE PER CIVIL
ADD 2" MAX ADDITIONAL
CONC COVER TO
CREATE SLOPE
(2) #4 TOP AT THE CURB
1'-0 1/2"
6" MIN THICK GRAVEL
NOT SUSCEPTIBLE TO
FROST HEAVE BELOW
MECHANICAL YARD SLAB
(LESS THAN 6% BY MASS
PASSING #200 SIEVE)
R-10 RIGID INSULATION
UNDER MECH YARD SLAB.
18 PSI MIN COMPRESSION
STRENGTH
PER PLAN
1' -0
TOF
-3' - 0"
1.1
NOTES:
1. FOR INFORMATION NOT SHOWN REFER TO
2. INCREASE IN FOOTING THICKNESS TO ALLOW HOOK
DEVELOPMENT LENGTH OF JAMB REINFORCEMENT
/C6 S-502
#4 @ 8" OC MIN
FROST PROTECTED
SLAB PER
R-10 RIGID INSULATION UNDER MECH YARD
SLAP. 18 PSI MIN COMPRESSION STRENGTH
/E6 S-502
D O
O R
O P
N G
P E
R A
R C
H
1' -0
TOC LEVEL 1
0' - 0"
B.1
DOWELS TO MATCH SIZE AND
SPACING OF CMU WALL VERTICAL
REINFORCEMENT, TYP
TYP WALL REINF PER ELEVTYP WALL REINF PER ELEV
1/2" JT W/FILLER AND SEALANT, TYP
EXTERIOR WALL FINISH PER ARCH
#4 @ 12" OC
#5 CONT
#4 @ 8" OC MAX EW
EA FACE OF WALL
#5 @ 12" OC LAP W/ SLAB REINF SOG W/ REINF
PER PLAN, TYP
SUBGRADE PER
GEOTECH REPORT
EXTEND CONCRETE TO ALLOW FULL
BEARING OF VENEER WALL, TYP
Ld
DOUBLE TAPE OR SLEEVE
SLOPE FOR DRAINAGE 2% MIN
AIR BARRIER PER ARCH
#4 @ 8" OC MAX EW
EA FACE OF WALL
ELEV & SLOPE PER CIVIL
ADD 2" MAX ADDITIONAL CONC
COVER TO CREATE SLOPE
R-10 RIGID INSULATION
UNDER MECH YARD SLAP.
18 PSI MIN COMPRESSION
STRENGTH
(LESS THAN 6% BY MASS
PASSING #200 SIEVE)
PER PLAN
1' -0
TOC LEVEL 1
0' - 0"
TOF
-3' - 0"
1/2" JT W/FILLER AND SEALANT, TYP
#4 @ 12" OC
#5 CONT
DOWELS TO MATCH SIZE AND
SPACING OF CMU WALL VERTICAL
REINFORCEMENT, TYP
#4 @ 8" OC MAX EW EA FACE OF WALL
#5 @ 12" OC LAP W/ SLAB REINF
SOG W/ REINF
PER PLAN, TYP
SUBGRADE PER
GEOTECH REPORT
Ld
DOUBLE TAPE OR SLEEVE
SLOPE FOR DRAINAGE 2% MIN
#4 @ 8" OC MAX EW EA FACE OF WALL
#4 @ 8" OC MAX EA
FACE OF WALL
#5 @ 12" OC LAP W/ SLAB REINF
EXIST SLAB & FND TO REMAIN
FTG EDGE BEYOND
#5 @ 12" OC x12" LONG. EMBED TO
EXITING FOOTING 5" MIN WITH EPOXY
PER PLAN
DO NOT EXCAVATE BELOW EXISTING
FOOTING WITHOUT SHORING BUILDING
1' -0
D O
O R
O P
N G
P E
R A
R C
H
FND WALL
#5 @ 12" OC EW
SS DOWEL #6x1'-4" LONG @ 12" OC
DRILL & EPOXY 8" INTO FND WALL
SLAB PER PLAN
SLOPE
1/4" TO 12"
8" 1'-6"
1' -0
1'
-0
SLOPE
1/4" TO 12"
8 "
1' -0
6"
3 " C
LR
#5 @ 12" OC EW
2" RIGID INSUL
#2 CRUSHED STONE.
WRAP IN FILTER FABRIC
1/2"x1" JOINT W/ BACKER ROD & SEALANT
CLR
2"
ALL SIDES
4'-0" MATCH WIDTH OF SIDEWALK PER CIVIL
8"
NOTE:
LENGTH OF SLAB SHALL EXTEND
MINIMUM 6" BEYOND SWING OF DOORS.
WSP USA Inc.
1201 Pacific Ave, Suite 550 Tacoma WA, 98402
TEL: (206) 431-2300
FAX: (206) 431-2250
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ENGINEERING DISCIPLINE:
SPEES DESIGN BUILD
23830 PACIFIC HIGHWAY S. SUITE 203
KENT, WA 98032
/2
/2
:0
:3
P
M
A u to d e s k D o c s /6
-2
-7
V
A C
T W e s t H a v e n E
H R
M
IU
/V A
W H
D
A T
A C
E N
T E
R -S
T R
.r v t
S-502
CONCRETE FOUNDATION DETAILS
NRT JKM
100% CONSTRUCTION
DOCUMENTS
04/20/2026
689-22-700EHRM INFRASTRUCTURE
UPGRADES - WEST HAVEN
VA CT WEST HAVEN
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
3/4" = 1'-0" C1
TYP CMU WALL FOOTING
3/4" = 1'-0" F1
TYP CMU WALL FOOTING AT DOOR
3/4" = 1'-0" C3
WALL FOOTING AGAINST EXIST WALL FOOTING
3/4" = 1'-0" F3
WALL FOOTING AGAINST EXIST COLUMN FOOTING
3/4" = 1'-0" C6
MECHANICAL YARD WALL SECTION
3/4" = 1'-0" F6
MECH YARD WALL SECTION AT DOOR
3/4" = 1'-0" C8
WALL FOOTING AT MECH YARD
3/4" = 1'-0" F8
WALL FOOTING AGAINST EXIST WALL FOOTING AT DOOR
Revisions: Date:
ADDENDUM PRE-BID RFI 1 07-27-2026
3/4" = 1'-0" E6
TYP FROST PROTECTED SLAB AT ENTRANCE
| Sheets |
| S-001 - STRUCTURAL GENERAL NOTES |
| S-002 - STRUCTURAL GENERAL NOTES |
| S-003 - ABRREVIATIONS AND SYMBOLS |
| SD101 - DEMOLITION PLAN |
| S-101 - FOUNDATION PLAN |
| S-111 - ROOF PLAN |
| S-201 - STRUCTURAL WALL ELEVATIONS |
| S-202 - STRUCTURAL WALL ELEVATIONS |
| S-501 - TYPICAL CONCRETE DETAILS |
| S-502 - CONCRETE FOUNDATION DETAILS |
| S-511 - TYPICAL STRUCTURAL STEEL DETAILS |
| S-512 - TYPICAL STRUCTURAL STEEL DETAILS |
| S-531 - TYPICAL CMU WALL DETAILS |
| S-532 - TYPICAL CMU WALL DETAILS |
| S-541 - MECHANICAL ANCHORAGE DETAILS |
| S-542 - TYPICAL DETAILS-CABINET TO CFS FRAMED WALL |
| S-543 - TYPICAL DETAILS-CABINET TO WOOD FRAMED WALL |
| S-544 - TYPICAL DETAILS-CABINET TO CONCRETE AND CMU WALL |
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