Ft Hamilton CDC A-504 20260610.pdf
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- Solicitation number
- W912DS26RA018
About this file
This is an architectural drawing sheet containing wall detail specifications for a Child Development Center at USAG Fort Hamilton, New York. The document, prepared by the US Army Corps of Engineers New York District, provides four detailed wall construction sections at a 1" = 1'-0" scale, with one section shown at 1 1/2" = 1'-0" magnification.
The wall details specify construction standards for three distinct base conditions: CMU (concrete masonry unit) wall, stud wall, and slab depression configurations. Common elements across all sections include continuous air barriers, damp proofing, R-10 and R-15 rigid insulation specifications, 6" capillary barriers, SST metal flashing with weepholes at 24" on-center spacing, dovetail anchors at specified coursing intervals, and backer rod with sealant over 1/2" expansion joints. The stud wall detail specifies 6" cold-formed metal studs with minimum R-20 mineral wool batt insulation, 4" brick veneer with 2" minimum air gap, 5/8" gypsum wallboard, and polyiso continuous insulation with minimum R-12 rating. The slab depression detail includes a depressed concrete slab with gravel fill for mechanical yard areas and Pittsburgh seam flashing connections. All sections reference structural and civil drawings for footing and pavement specifications. The drawing is associated with Solicitation No. W912DS23F0031 and Contract No. W912DS19D0007, issued August 29, 2025, with Project No. 75662.
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Text version
FIRST FLOOR
0' - 0"
C
BACKER ROD AND SEALANT
OVER 1/2" EXPANSION JOINT
R-15 RIGID INSULATION FOR 24"
4" CONCRETE SLAB
(SEE STRUCT DWGS)
DAMP PROOFING
CONTINUOUS AIR BARRIER
EXTERIOR
C.1
CONCRETE PAVEMENT
(SEE CIVIL DWGS)
GROUT INFILL
WEEPHOLE @ 24" O.C.
SST METAL FLASHING
(EXTEND 6" MIN ABOVE
MORTER NET)
MORTAR NET
WITH INSECT BARRIER
DOVE TAIL ANCHORS
@ EVERY 2 BLOCK COURSING
INTERIOR
CONCRETE FOOTING
(SEE STRUCT DWGS)
2' - 0"
BACKER ROD AND
SEALANT OVER
1/2" EXPANSION JOINT
6" CAPILLARY BARRIER
R-10 RIGID INSULATION
EXT WALL TYP
DRIP EDGE
(MIN 8" ABOVE GROUND)
T Y
P
M
IN
FIRST FLOOR
0' - 0"
INTERIOR
BACKER ROD AND SEALANT
OVER 1/2" EXPANSION JOINT
4" CONCRETE
SLAB-ON-GRADE
(SEE STRUCT DWGS)
CONTINUOUS AIR
BARRIER
EXTERIOR
R-15 RIGID INSULATION
FOR 24"
6" CAPILLARY BARRIER
R-10 RIGID INSULATION
CONCRETE FOOTING
(SEE STRUCT DWGS)
6" COLD FORMED METAL STUDS/
MIN R-20 MINERAL WOOL
BATT INSULATION IN CAVITY
MORTAR NET
WITH INSECT BARRIER
DOVETAIL ANCHOR @
EVERY 6 BRICK COURSING
SST METAL FLASHING
(EXTEND 6" MIN ABOVE
MORTER NET)
WEEPHOLE @ 24" O.C.
GROUT INFILL
5/8" GYP WALLBOARD
DAMP PROOFING
CONCRETE PAVEMENT
(SEE CIVIL DWGS)
BACKER ROD AND SEALANT
OVER 1/2" EXPANSION JOINT
DRIP EDGE
(MIN 8" ABOVE GROUND)
R-12 RIGID INSULATION
4" BRICK VENEER
T Y
P
M
IN
T Y
P
AIR GAP (2" MIN)
FIRST FLOOR
0' - 0"
CC.1
BACKER ROD AND SEALANT OVER
1/2" EXPANSION JOINT
R-15 RIGID INSULATION FOR 24"
6" CAPILLARY BARRIER
4" DEPRESSED
CONCRETE SLAB
(SEE STRUCT DWGS)
GRAVEL (MECH YARD)
(SEE CIVIL DWGS)
GROUT INFILL
DRIP EDGE
(MIN 8" ABOVE GROUND)
SST METAL FLASHING
(EXTEND 6" MIN ABOVE
MORTER NET)
MORTAR NET
WITH INSECT BARRIER
DOVE TAIL ANCHORS
@ EVERY 2 BLOCK COURSING
CONCRETE FOOTING
(SEE STRUCT DWGS)
CONTINUOUS AIR BARRIER
DAMP PROOFING
WEEPHOLE @ 24" O.C.
EXT WALL TYP
R-10 RIGID INSULATION
SELF ADHERED FLASHING
COVER
PITTSBURGH SEAM FLASHING
CONNECTION FOR ADHERED
FOUNDATION INSULATION AND
THROUGH WALL INSULATION
3 5/8" METAL STUD
5/8" GYP WALLBOARD
4" NOMINAL
BRICK VENEER
AIR GAP 2" MIN
POLYISO
CONTINUOUS INSULATION
MIN R-12
1'-8 1/2" TYP
MIN
0' - 2"
CONTINUOUS
AIR BARRIER
8" CMU BLOCK
DOVE TAIL ANCHOR
@ EVERY 2 BLOCK
COURSING
US Army Corps of Engineers ®
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1" = 1'-0"
WALL BASE DETAIL AT CMU WALL TYP
1" = 1'-0"
WALL BASE DETAIL AT STUD WALL
1" = 1'-0"
WALL BASE DETAIL AT SLAB DEPRESSION
1'6" 2'0
SCALE: 1" = 1'-0"
1 1/2" = 1'-0"
TYPICAL EXTERIOR WALL (EXT WALL TYP)
2'0 1'6"
SCALE: 1 1/2" = 1'-0"
| Sheets |
| A-504 - WALL DETAILS |
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