W912QR25R0014_Plans-0001.pdf
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- Solicitation number
- W912QR25R0014
About this file
This file contains architectural and engineering plan drawings showing details for a new Vertical Skills Instructional Facility at Joint Base McGuire-Dix-Lakehurst. The drawings include demolition plans, site utility plans, building sections, wall sections, details, and air barrier diagrams.
The drawings provide detailed construction specifications including: foundation and footing details, wall assembly components with insulation requirements (R-15.8 minimum for walls), roof system specifications (R-25+R8 liner system), masonry veneer details, concrete slab requirements, utility connections, drainage systems, and force protection measures. Key building features shown include a pre-engineered metal building (PEMB) main frame, prefinished standing seam metal roof with snow guards, insulated metal wall panels, aluminum window systems, and specialized flooring details including a recessed concrete trench with removable fiberglass grating. The plans also specify requirements for HVAC penetrations, vapor barriers, waterproofing, and air barrier systems that must meet specifications outlined in section 07 27 10.00 10.
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128129131
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CONTROL POINT
CONTROL POINT
CONTROL POINT
5 CONTROL POINT
12" CAST IRON
WATER LINE
KEYED NOTES
REMOVE FENCE AS NECESSARY TO INSTALL
GATE AND POSTS
REMOVE UTILITY POLE AND ASSOCIATED
ELECTRICAL BOXES
SAW CUT AND REMOVE PAVEMENT WITHIN
LIMITS
REMOVE OVERHEAD UTILITY
REMOVE UNDERGROUND ASBESTOS SEWER
PIPE AND CAP ENDS OF REMAINING PIPE
(SEE SPEC SECTION 02 82 16.00 20
ENGINEERING CONTROL OF ASBESTOS
CONTAINING MATERIALS)
EXISTING GATE TO REMAIN
REMOVE FENCE FOR SAWCUTTING
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SCALE: 1" = 20'
0 10' 20' 40'
DEMOLITION PLAN
SCALE: 1' = 20"A1
LEGEND
SEE SHEET C-001
GENERAL SHEET NOTES
VIEW1
VIEW2
VIEW1
VIEW2
DEMOLITION PLAN VIEWPORT 2
SCALE: 1' = 20"L1
W
2Q R
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NJDOT STANDARD
SPECIFICATION (PG64-22) ITEM SECTION
SUPERPAVE HMA 12.5 M64
SURFACE COURSE
ASPHALT CONCRETE
SURFACE COURSE
SUPERPAVE HMA 25 M64
BASE COURSE
ASPHALT CONCRETE
BASE COURSE 3.0"
NJDOT DENSE GRADED
AGGREGATE (DGA) SUBBASE COURSE 8.0"
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING THE PAVEMENT AREAS TO WITHIN ±1 INCH OF PAVEMENT SUBGRADE.
2. PRIOR TO PLACEMENT OF AGGREGATE SUBBASE COURSE, THE PAVEMENT SUBGRADE SHALL BE PREPARED AS FOLLOWS:
A. THE UPPER 12 INCHES OF EXPOSED SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY AND WITHIN ±3% OF ITS OPTIMUM MOISTURE CONTENT, AS DETERMINED BY ASTM D698 (STANDARD PROCTOR). ANY SOFT AREAS SHALL BE OVEREXCAVATED TO A FIRM AND COMPETENT MATERIAL AND BACKFILLED AS DESCRIBED ABOVE AND
IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
B. AFTER COMPACTION, THE PAVEMENT SUBGRADE SHALL PROVIDE A FIRM UNYIELDING FOUNDATION WITH NO SUDDEN, SHARP OR ABRUPT CHANGES OR BREAKS IN GRADES. NO STANDING WATER OR EXCESS MOISTURE SHALL BE PRESENT. ALL SOFT AND YIELDING AREAS SHALL BE REWORKED BY OVEREXCAVATING TO A FIRM AND COMPETENT MATERIAL THEN BACKFILLED AS DESCRIBED IN NOTE 2.A. ABOVE AND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
C. THE SUBGRADE SHALL BE GRADED AND SHAPED AS REQUIRED TO CONSTRUCT THE AGGREGATE BASE COURSE IN
CONFORMANCE WITH THE GRADES, LINES, AND THICKNESS SHOWN ON THE DRAWINGS.
3. CONTRACTOR SHALL CONSTRUCT FULL DEPTH PAVEMENT SECTION WITH FINAL TOP ELEVATION MATCHING ADJACENT GRADES.
4. ALL ASPHALT MATERIALS TO BE VIRGIN MATERIAL (RAP NOT ALLOWED).
5. GEOTEXTILE SHALL MEET THE FOLLOWING REQUIREMENTS:
WEIGHT - ASTM D5261 - 4.1OZ/SY
GRAB TENSILE STRENGTH - ASTM D4632 - 102LBS
ELONGATION AT BREAK - ASTM D4632 - 50%
CBR PUNCTURE - ASTM D6241 - 300LBS
TRAPEZOIDAL TEAR - ASTM D4533 - 45LBS
UV RESISTANCE AT 500 HOURS - ASTM D4355 - 70%
ASPHALT RETENTION - ASTM D4160 - 0.24G/SY
MELTING POINT - ASTM D276 - 300 DEGREES F
1.5"
FINISHED PAVEMENT SURFACE
TACK COAT
PRIME COAT
GEOTEXTILE
SURFACE COURSE
BASE COURSE
SUBBASE COURSE
COMPACTED SUBGRADE
CONCRETE SIDEWALKJ10
NOT TO SCALECP501
4'-0"
REMOVE EXISTING
PAVEMENT
3"
EXISTING ASPHALT, CONCRETE,
OR UTILITY STRUCTURE
TACK COAT
NEW 1 12 " BITUMINOUS
WEARING COURSE
NEW BINDER COURSE
NEW SUBBASE
JOINT SEALER
8" MIN. WIDTH
EXISTING PAVEMENT
NEW PAVEMENT AREA
TACK COAT
SLOPE 2%
1. PLACE A TOOLED JOINT 1/8" WIDE AND AT LEAST 1/3 OF THE DEPTH, TYPICALLY AT INTERVALS MATCHING THE
SIDEWALK WIDTH, OR AS NOTED ON PLANS (NOT TO EXCEED 10'-0").
2. PLACE EXPANSION JOINT, NOT TO EXCEED 20'-0" MAX.
3. BROOM FINISH WITH SMOOTH TROWELED EDGES. TREAT WITH SILANE-SILOXANE OR EQUAL.
4. CAST-IN-PLACE CONCRETE TO BE 4000 psi CONCRETE, 6% AIR ENTRAINMENT WITH 6x6-W4.0xW4.0 REINFORCING
CENTERED IN SIDEWALK.
5. WHERE SIDEWALK IS ADJACENT TO ENTRY/EXIT DOOR PADS WITH FROST WALL FOUNDATIONS, SIDEWALK SHALL BE
DOWELED TO PAD WITH 24" LONG #4 DOWELS (CENTERED) AT 1'-6" oc (PORTION OF DOWEL IN SIDEWALK TO BE
GREASED).
6. WHERE SIDEWALK IS ADJACENT TO CURB, BOLLARD OR OTHER HARD FEATURE, INSTALL 1/2" EXPANSION MATERIAL
(FULL DEPTH OF SIDEWALK), BETWEEN FEATURE AND SIDEWALK.
MINIMUM 6'-0" WIDTH
OR AS NOTED ON PLAN
1'-0"
MIN.
6" FINE CRUSHED GRAVEL
4" CONCRETE TYP. C
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IN
T
1/
2"
1/8"
SECTION
CONTRACTION JOINT
FINAL GRADE
CONCRETE SIDEWALK NOTES:
SUBGRADE
DIRECTION BASED ON GRADING
ASPHALT PAVEMENT SECTIONH17
NOT TO SCALECP501
PAVEMENT KEYWAYA3
NOT TO SCALECP501
SLOPE = 2% (MIN)
SIDEWALK* (MATCH
EXIST. GRADE)
DOOR
SEE DRAWINGS FOR DOOR PAD
DIMENSIONS
6" THICK CONCRETE SILL
(BROOM FINISH USE 1/4"
EDGING TOOL)
AASHTO NO. 57
CRUSHED STONE
(MAX. 8" LIFTS)
FOUNDATION WALL
NOTE: *SEE PLAN FOR SIDEWALK LOCATION
2.5 ' (M
IN
. D
EP
TH
CONCRETE DOOR PADJ2
NOT TO SCALECP501
PREMOLDED EXPANSION
JOINT (6/C-501)
CONSTRUCTION JOINT
CONTRACTION JOINT
T
T
W
LIQUID SEALANT
(NOTE 2)
D
EXPANSION JOINT
T
1"
1/8
NOTES:
1. TOP OF SEALANT TO BE 1/8 INCH FROM TOP OF PAVEMENT.
2. "D" SHOWN ABOVE SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SEALANT TYPE OR 1.5 - 2 TIMES W.
3. EXPANSION JOINT MATERIAL:
(SIDEWALK/SILL) = 1/2"; (CONCRETE APRON = 3/4").
4. JOINT SEALANT IS NOT REQUIRED WITHIN SIDEWALK CONTRACTION JOINTS.
PRE-MOLDED
EXPANSION JOINT
MATERIAL (NOTE 3)
JOINT SEALANT (NOTE 2)
1/8
TOOLED JOINT
JOINT SEALANT
(NOTE 2)
TOOLED JOINT
(NOTE 4)
1/8
1"
JOINT SEALANT
(NOTE 2)
BOND BREAKER TAPE
PRE-MOLDED
EXPANSION JOINT
MATERIAL (NOTE 3)
JOINT DETAILSA16
NOT TO SCALECP501 CP501
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WIDTH OF SYMBOL:
MINIMUM=24"
SPECIAL=36"
HEIGHT OF SYMBOL:
MINIMUM=28"
SPECIAL=41"
NOTES:
1 STROKE WIDTH:
MINIMUM=3"
SPECIAL=4"
TRAFFIC RATED WHITE
NON-SLIP PAINT
2 TRAFFIC RATED BLUE
NON-SLIP PAINT
45"
45"
NOTES:
1. TRAFFIC RATED PAINT STRIPES, WHITE.
'-6
" M
IN
. S
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P
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9'-0" MIN
4" (TYP.)
(9'-0" MIN. VAN)9'-0" MIN.
H.C. PARKING H.C. MEDIAN
'-6
" M
IN
4" (TYP.)
NOTE:
1. PAINT SHALL BE TRAFFIC RATED, BLUE.
2. PAINTED TRAFFIC ISLANDS NOT IN HANDICAP AREAS SHALL BE 4" WIDE; 2'-0" O.C. AT 45° AS
ABOVE WITH TRAFFIC RATED PAINT, WHITE, WHERE SHOWN ON PLANS.
4'
18'-0" MIN
90°
(TYP.)
2'-0" O.C.
@ 45°
HANDICAP PARKING SIGN
(TYP.) (SHALL BE INSTALLED
ON POST OR SURFACE
MOUNTED TO BUILDING.)
PRECAST CONCRETE
WHEEL STOP (TYP.)
4" WIDE BLUE TRAFFIC
PAINT FOR HANDICAP
PARKING STALLS
(TYP.)
4" WIDE BLUE TRAFFIC PAINT
LINED STRIPED HANDICAP
MEDIAN (TYP.)
HANDICAP SYMBOL (TYP.)
LOCATED AT REAR OF
STALL
90°
(TYP.)
4" (TYP.)
4" (TYP.)
WALKWAY WHERE
SHOWN ON PLANS
9'-0" MIN
ASPHALT PAVEMENT
(TYP.)
4" WIDE WHITE TRAFFIC
PAINT FOR PARKING
STALLS (TYP.)
PAINTED HANDICAP SYMBOLE6
NOT TO SCALECP501
HANDICAP PARKING STALLE11
NOT TO SCALECP501
PARKING STALLA11
NOT TO SCALECP501
NOTES:
1 STROKE WIDTH:
MINIMUM=3"
SPECIAL=4"
TRAFFIC RATED WHITE
NON-SLIP PAINT
2 TRAFFIC RATED BLUE
NON-SLIP PAINT
W
2Q R
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CONTROL POINT 1
CONTROL POINT 2
CONTROL POINT 4
CONTROL POINT 5
CONTROL POINT 7
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36" SANITARY
SEWERACP SANITARY SEWER
(MARKED ABANDONED)
LAT: 40.01787
LONG: 74.61071
LAT: 40.017713
LONG: 74.610843
LAT: 40.017435
LONG: 74.610448
W X X
X X
LAT: 40.017369
LONG: 74.610633
SS
W V
4" P
VC
W
TR
NEW 4" GAS
C
FP
FP FP FP FP FP
FP
FP
W W
W
G G
G G Cu
Cu Cu
Cu Cu
Cu Cu
WEu Eu
Eu
Eu
33' ATFP
33' ATFP33' ATFP33' ATFP33' ATFP
33' ATFP
33' ATFP
33' ATFP
33' ATFP 33' ATFP 33' ATFP 33' ATFP 33' ATFP
' A
TF
P
' A
TF
P
VERTICAL SKILLS BUILDING
BLDG 4332
#4380
(EXTG)
K
10'
D
D
LIMIT OF DISTURBANCE
(GRADING AREA = 43,011 S.F.)
MATCH EXISTING PAVEMENT
ELEVATION
PAVED SLOPE
CO CO CO CO
CO
COCO
COCO
CO
0+00
1+00 2+00
2+88
0+00
0+88
12" CAST IRON
WATER LINE
KEYED NOTES
EXISTING SANITARY SEWER (MARKED
ABANDONED)
PROPOSED 2 12 " PVC SCHEDULE 40 ASTM
D1785 OR D2241 (150 PSI MIN) WATER
SERVICE LATERAL, WITH TRACER WIRE
PROPOSED 4" PVC SANITARY SEWER
LATERAL
PROPOSED 2" HDPE NATURAL GAS LATERAL
(TO BE INSTALLED BY GAS COMPANY)
PROPOSED 2" WATER METER (INTERIOR TO
BLDG, REFER TO PLUMBING)
PROPOSED TELECOMMUNICATIONS
HANDHOLE (3/T-502)
PROPOSED UNDERGROUND
TELECOMMUNICATIONS AND DUCTBANK
(SEE TELECOMMUNICATIONS DRAWINGS)
CONNECT TO EXISTING
TELECOMMUNICATIONS MANHOLE
PROPOSED TELECOM TEXAS ROAD
CROSSING VIA HORIZONTAL DIRECTIONAL
DRILL (HDD)
WATER SERVICE CONNECTION (J3/CU504)
EXISTING FIRE HYDRANT
SANITARY SEWER CONNECTION (J9/CU504)
CURB STOP & BOX (J3/CU504)
PROPOSED UNDERGROUND ELECTRIC
SERVICE LINE
PAD MOUNTED TRANSFORMER
CONNECT TO EXISTING OVERHEAD
ELECTRIC LINE
PROPOSED 6" C-900 PVC, DR18 WITH
TRACER WIRE CONNECTION
PROPOSED FIRE DEPARTMENT CONNECTION
(B3/CU504)
PROPOSED POST INDICATOR VALVE,
CHAINED AND LOCKED IN OPEN POSITION.
NO TAMPER SWITCH (B9/CU504)
FIRE DEPARTMENT ACCESS KEY LOCK BOX
CU101
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Pl ot D at e:
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SITE UTILITY PLAN
SCALE: 1' = 20"A1
SCALE: 1" = 20'
0 10' 20' 40'
LEGEND
SEE SHEET C-001
SCALE: 1" = 20'
0 10' 20' 40'
GENERAL SHEET NOTES
VIEW1
VIEW2
VIEW1
VIEW2
SITE UTILITY PLAN VIEWPORT 2
SCALE: 1' = 20"L1
NOTE: UTILITY CONTRACTOR
RESPONSIBLE FOR COMMUNICATION
LINE CONNECTION OUTSIDE OF
SURVEY DATA
SEE COMMUNICATION LINE PROFILES
FOR STATIONING AT 0+50
W
2Q R
R
_P la ns -0
1. BOLT-DOWN MANHOLE COVER MODEL #1040ACLGS
BY EAST JORDAN IRON WORKS, INC OR EQUIVALENT.
NOTES:
2" LETTERS
(RECESSED FLUSH)
NON-SLIP
TEXTURE
(2) CLOSED
PICKHOLES
JB
1 1/2" MDL 1"
24" DIA
(2) PICKBARS
SEE DETAIL
PLAN VIEW
Ø 26" 13/16"
3 1/8"
Ø22 13/16"
O.D. OF GKT GROOVE
Ø25"
SECTION VIEW
1/4" DIA
NEOPRENE GASKET
3 13/16"
1 3/8"
1 5/8"
1/2" .63 DIA. STAINLESS
STEEL ROD
STANDARD MANHOLE COVER MODEL #1040AGS
BY EAST JORDAN IRON WORKS, INC OR EQUIVALENT.
MAN HOLE FRAME AND COVER.
(SEE DETAIL FOR FRAME AND
COVER DIMENSIONS.)
FINISH GRADE
ADJUST FRAME TO FINISHED GRADE
WITH MASONRY LEVELING COURSES
OF BRICK (5" MIN. AND 14" MAX.) OR
PRECAST COVER
MANHOLE JOINTS TO BE RUBBER
GASKET ROUND IN ACCORDANCE
WITH A.S.T.M. DESIGNATION C-361
JOINTS TO BE MORTARED ON INSIDE
AND OUTSIDE SURFACES
3" WALLS
EXTERIOR BITUMINOUS COATING
COAT INTERIOR WITH 2 COATS
OF A COALTAR EPOXY WATER
PROOFING MATERIAL COATING
(MOBIL CHEMICAL CO. 78-J-2 OR
APPROVED EQUAL)
EXISTING STORM SEWER
RUBBER GASKET
PROPOSED STORM
SEWER
PRECAST MANHOLE SECTION AND
BASE TO BE IN ACCORDANCE WITH
A.S.T.M. DESIGNATION C-478 MIN.
COMPRESSIVE STRENGTH TO BE
4000 P.S.I.
CONCRETE BENCHING
WITH EPOXY COATINGS
CONCRETE FILL SERVICE CONNECTION
4'
6" ALL AROUND
12" THICK CONCRETE SLAB
CLASS 3000 POUND
6" C.L.
DOGHOUSE MANHOLE DETAIL
SECTION A-A
*5 * 6" E.W. T & 8
4" CRUSHED STONE BASE 12" MIN.
1" MAX. DROP OF 18" FROM INLET
OF MAIN PIPE TO INLET OF OUTLET
PIPE. USE EXTERNAL DROP UNLESS
OTHERWISE SPECIFIED.
4' STANDARD MANHOLE
FOR PIPE 15" OR SMALLER
CONCENTRIC MANHOLE
WITH PRECAST INVERT
6" MIN. STONE BASE
#57 OR EQUIVALENT
STAINLESS STEEL BAND
FLEXIBLE BOOT 4'
MINIMUM SLOPE
SERVICE CONNECTION
FOR 4"=1/4" PER 1' &
6"=1/8" PER 1'
4' MIN. NON-SRINK GROUT
POLYPROPYLENE MANHOLE
STEPS 12" O.C. MAX
AREA OF CIRCUMFERENTIAL
STEEL 0.12 IN./FT. (4" I.D.) STEP SHALL BE
ALLIGNED VERTICALLY
1.33 MAX.
SLOPE 1"
PER 1' SLOPE 1"
PER 1'
VARIES
8" MIN.
VARIES
A
BUTYL MASTIC JOINT SEALER (NO
MORTAR) BETWEEN F&C AND M.H.
TOP AND BETWEEN GRADE RINGS
FRAME TO BE THOROUGHLY
BEDDED IN MORTAR
BUTYL MASTIC JOINT SEALER OR GASKETS
MEETING ASTM C443 AND ASTM C1244
TESTING STANDARD (NO MORTAR)
4'
VARIES
A
8"
2.5' MIN
8"
GRADE RING IF NECESSARY
3/4" THREADED RODS
4" MIN. 1.00' MAX.
VARIES
VARIES
1/2"
1 5/8"
.63 DIA. STAINLESS
STEEL ROD
PICKBAR DETAIL
BOLT-DOWN MANHOLE COVER
WATERTIGHT MANHOLE FRAME MODEL #1045Z BY
EAST JORDAN IRON WORKS, INC. OR EQUIVALENT.
9/16" 1 3/8"
1/2"
DIAMETER
1/4"
NEOPRENE
GASKET
MACHINED SURFACE
3 1/8"
Ø22 13/16"
O.D. OF GKT GROOVE
Ø25"
SECTION VIEW
1/4" DIA
NEOPRENE GASKET
3 13/16"
9/16"
ROD TO BE
FIRMLY SECURED
BY EPOXY
8" TYP.
INSTALLATION DETAIL
FOR ALL FRAMES AND COVERS
1/2"
DIAMETER
1/4"
NEOPRENE
GASKET
MACHINED SURFACE
3/4" THREADED ROD
STAINLESS STEEL OR
BUTYL MASTIC
COATING. (3 TYP.)
12" MAX
PRECAST CONCRETE
ADJUSTMENT RING
CONE
TOP OF
SECTION
SECTION
CONE
NOTE:
REQUIRED AT ALL JOINTS.
APPROVED WATER SEALANT
FOR SLOPE ADJUSTMENT
INSTALLATION DETAIL
STEEL WITH APPROVED
SECURE NUT
(VIBRATE IN PLACE)
FORM AND FILL WITH
NON-SHRINK GROUT
ADJUSTMENT
NUT (TYP.)
MIN. 4" AGENT TO BOTTOM OF FRAME
APPLY CONCRETE BONDING
ADJUSTMENT
NUT (TYP.)
TOP OF
CONE
SECTION
CONE
SECTION
FLEXIBLE FORMS
3/4" THREADED ROD
STAINLESS STEEL OR
STEEL WITH APPROVED
COATING. (3 TYP.)
1 1/2"
2" LETTERS
(RECESSED
FLUSH)
STOP LUGS
FOR CAM
BOTTOM VIEW
OF COVER
Ø26" 13/16" 1 1/2"
28 7/16" DIA
36" DIA
FRAME SECTION
5/8"
27 1/2" DIA
26 1/4" DIA
1 1/2"
7"
2. BOLT-DOWN MANHOLE COVERS TO BE USED IN
AREAS SUBJECT TO FLOODING, SUCH AS ALONG
STREAM OR CREEK BANKS, OR AS DIRECTED BY
THE AUTHORITY.
(4) 1" DIA HOLES
ON 32 3/4" DIA
BOLT CIRCLE.
MACHINED SURFACE
1. ALL MANHOLE FRAMES AND COVERS SHALL BE EAST
JORDAN IRON WORKS, INC. WATERTIGHT MANHOLE FRAME
MODEL #1045Z, WATERTIGHT COVER MODEL #1040AGS AND
BOLT-DOWN MANHOLE COVER MODEL #1040ACLGS, OR
APPROVED EQUAL. BOLT-DOWN MODEL TO BE USED IN
AREAS SUBJECTED TO FLOODING OR AS DIRECTED BY THE
COR.
2. FOR DOG HOUSE MANHOLES,THE ENTIRE MANHOLE
STRUCTURE INCLUDING FRAME AND COVER SHALL BE
INSTALLED BEFORE CUTTING THE TOP OF THE SEWER
PIPE IN THE MANHOLE. COR INSPECTOR TO BE PRESENT
DURING INSTALLATION.
3. THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH
THE OPENING OF THE MANHOLE STRUCTURE AND BOLTED
IN PLACE.
4. RISER AND OTHER SECTIONS SHALL NOT BE INSTALLED FOR
A MINIMUM OF 24 HOURS AFTER POURING OF BASE,BENCH,
& INVERT.
5. GROUT ANNULAR SPACE BETWEEN PIPE AND PRECAST
MANHOLE ON INSIDE OF MANHOLE.
PICKBAR DETAIL
STANDARD MANHOLE COVER
WATERTIGHT
MANHOLE COVER
STORM MANHOLE DETAILSA1
NOT TO SCALECU503
CU503
U
TI
LI
TY
D
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AI
LS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
D
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D B
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SI
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C H
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D B
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AN
SI
D
IS
SU
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AT
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N
3 5 7 9 11 13 15 17 19
L
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C R
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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#0
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2Q R
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_P la ns -0
H2EDTGMS
Cross-Out
H2EDTGMS
Cross-Out
FINISHED FLOOR
0"
PLATFORM
2' - 4"
3 5 6 7 8 9 10 122
A-301
12W
12R
12K
MEN'S LATRINE
G010
INSTRUCTORS
CORRIDOR
C011
INSTRUCTORS
CLASSROOM A
A-311
A-311
9.01
9.01
9.02 9.05
9.05 9.05
TOP OF CMU
4' - 0"
A-301
A-503 23.01 23.01
26.0123.01
23.01
7.01
23.01
FINISHED FLOOR
0"
EAVE
18' - 0"
ABCD
A-301
MECH
106 BREAK
INSTRUCTORS
CORRIDOR
C010
A-311
A-311
9.05 9.01
9.01
9.01
EF
CORRIDOR
C011
TOP OF CMU
4' - 0"
9.01
23.01
23.01
23.01
7.0123.01
FINISHED FLOOR
0"
PLATFORM
2' - 4"
TOP OF BOOTH
10' - 4"
A-501
5.02
SEE S-SERIES
DETAIL 7/S-301
FOR TRENCH
DETAIL
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
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D B
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B M
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B Y
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C H
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D B
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A N
S I D
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S
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D A
T E
N
3 5 7 9 11 13 15 17 19
L
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D A
T E
M A
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D E
S C
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F il e P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
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T R
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IN
G J
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D B
A R
K E
R
A u to d e s k D o c s
/2
J B
M D
L V e rt ic a l S k il ls
/4 -V
S T
F -A
.r v t
/1
/2
:4
:2
P
M
A-301
B U
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D
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S E
C T
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S
J O
IN
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B A
S E
M C
G U
IR
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-D
IX
-L A
K E
H U
R S
T
M
IC
H A
E L B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
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M O
O N
T O
W N
S H
IP
P
A
J B
IS
C
H O
F F
A S
O V
IC
H
M K
U C
H E
R A
O
C T
O B
E R
S O
L
IC
IT
A
T
IO
N N
O
C
N T
R A
C T
N
E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
V E
R T
IC
A
L S
K
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S T
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F A
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KEYNOTES
5.02 REMOVABLE FIBERGLASS GRATING OVER
RECESSED CONCRETE TRENCH, SEE S-SERIES.
7.01 PREFINISHED STANDING SEAM METAL ROOF
SYSTEM
9.01 ACOUSTIC PANEL CEILING SYSTEM
9.02 5/8" GYPSUM BOARD CEILING
9.05 NO CEILING, SEE INTERIOR FINISH SCHEDULE
23.01 MECHANICAL EQUIPMENT, SEE M-SERIES
26.01 LIGHT FIXTURE, SEE E-SERIES
SCALE:
4' - 0" 8' - 0" 16' - 0"
1/8" = 1' - 0"
SCALE: 1/8" = 1'-0"
BUILDING SECTION A-A
SCALE: 1/8" = 1'-0"
BUILDING SECTION B-B
SCALE: 1/4" = 1'-0"
ENLARGED SECTION C-C - TRENCH, BOOTH, AND STAIR
SCALE:
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
A
M D
T
J A
N
1 1
1 1
W
2Q R
R
_P la ns -0
H2EDTGMS
Cross-Out
FINISHED FLOOR
0"
1 2
ROOF CONDITION:
PEMB MAIN FRAME,
PAINTED IN EXPOSED
AREAS, TYP
WALL CONDITION:
• VERTICAL ORIENTED,
CONCEALED FASTENER,
INTERGRALLY SEALED,
PREFINISHED INSULATED
METAL PANEL SYSTEM
WITH LINER (3" MIN)
(R-15.8 MIN)
• 8" WALL GIRT
• PREFINISHED INTERIOR
METAL LINER PANEL
• PREFINISHED METAL
CORNER TRIM AT WALL
OPENINGS
FLOOR CONDITION:
• FINISH FLOOR AS
SCHEDULED - SEE I-SERIES
• CONCRETE SLAB-ON-GRADE -
SEE S-SERIES
• VAPOR RETARDER -
SEE S-SERIES
• COMPACTED GRANULAR
BASE - SEE S-SERIES
• COMPRESSIBLE FILLER WITH
SEALANT AT PERIMETER
INSULATED OVERHEAD DOOR
• PREFINISHED STANDING
SEAM METAL ROOF
SYSTEM
• MINIMUM R-25 + R-8 LINER
SYSTEM ROOF INSULATION
• 10" ROOF PURLINS
• PREFINISHED METAL LINER
PANEL
• PREFINISHED 6" METAL
RECTANGULAR GUTTERS
A-502
A-612
• PEMB MANUFACTURER TO
PROVIDE CLOSURE AT OPENING
AND ADDITIONAL HEAD SUPPORT
AT HEAD
FINISHED FLOOR
0"
EAVE
18' - 0"
A
ROOF CONDITION:
• PREFINISHED STANDING
SEAM METAL ROOF
SYSTEM
• MINIMUM R-25 + R-8 LINER
SYSTEM ROOF INSULATION
• 10" ROOF PURLINS
• PREFINISHED METAL LINER
PANEL
• PREFINISHED 6" METAL
RECTANGULAR GUTTERS
WALL CONDITION:
PREFINISHED ALUMINUM
WINDOW SYSTEM
WALL CONDITION:
• VERTICAL ORIENTED,
CONCEALED FASTENER,
INTERGRALLY SEALED,
PREFINISHED INSULATED
METAL PANEL SYSTEM
WITH LINER (3" MIN)
(R-15.8 MIN)
• 8" WALL GIRT
• PREFINISHED INTERIOR
METAL LINER PANEL
• PREFINISHED METAL
CORNER TRIM AT WALL
OPENINGS
CONTINUOUS
SNOW GUARD
FLOOR CONDITION:
• FINISH FLOOR AS
SCHEDULED - SEE I-SERIES
• CONCRETE SLAB-ON-GRADE -
SEE S-SERIES
• VAPOR RETARDER -
SEE S-SERIES
• COMPACTED GRANULAR
BASE - SEE S-SERIES
• COMPRESSIBLE FILLER WITH
SEALANT AT PERIMETER
• 4-INCH MASONRY VENEER
• PRECAST CONCRETE BAND
• ABOVE GRADE RIGID
INSULATION
(R-10.27 MIN)
• BELOW GRADE RIGID
INSULATION (R-15 MIN)
• 8-INCH REINFORCED CMU,
SEE S-SERIES
A-503
A-503
A-502
TOP OF CMU
4' - 0"
NOTE: RUN VERTICAL
DOWNSPOUTS TIGHT TO WALL
AS REQUIRED TO AVOID
CONFLICT WITH MECHANICAL
YARD LID- TYPICAL
FINISHED FLOOR
0"
EAVE
18' - 0"
F ROOF CONDITION:
WALL CONDITION:
INSULATED HM DOOR
FLOOR CONDITION:
• PREFINISHED STANDING
SEAM METAL ROOF
SYSTEM
• MINIMUM R-25 + R-8 LINER
SYSTEM ROOF INSULATION
• 10" ROOF PURLINS
• PREFINISHED METAL LINER
PANEL
• PREFINISHED 6" METAL
RECTANGULAR GUTTERS
• VERTICAL ORIENTED,
CONCEALED FASTENER,
INTERGRALLY SEALED,
PREFINISHED INSULATED
METAL PANEL SYSTEM
WITH LINER (3" MIN)
(R-15.8 MIN)
• 8" WALL GIRT
• PREFINISHED INTERIOR
METAL LINER PANEL
• PREFINISHED METAL
CORNER TRIM AT WALL
OPENINGS
• FINISH FLOOR AS
SCHEDULED - SEE I-SERIES
• CONCRETE SLAB-ON-GRADE -
SEE S-SERIES
• VAPOR RETARDER -
SEE S-SERIES
• COMPACTED GRANULAR
BASE - SEE S-SERIES
• COMPRESSIBLE FILLER WITH
SEALANT AT PERIMETER
CONTINUOUS
SNOW GUARD
A-502
7'
TOP OF CMU
4' - 0"
PEMB MAIN FRAME,
PAINTED IN EXPOSED
AREAS, TYP
• VERTICAL ORIENTED,
CONCEALED FASTENER,
INTERGRALLY SEALED,
PREFINISHED INSULATED
METAL PANEL SYSTEM
WITH LINER (3" MIN)
(R-15.8 MIN)
• 8" WALL GIRT
• PREFINISHED INTERIOR
METAL LINER PANEL
• PREFINISHED METAL
CORNER TRIM AT WALL
OPENINGS
• PREFINISHED STANDING
SEAM METAL ROOF
SYSTEM
• MINIMUM R-25 + R-8 LINER
SYSTEM ROOF INSULATION
• 10" ROOF PURLINS
• PREFINISHED METAL LINER
PANEL
• PREFINISHED 6" METAL
RECTANGULAR GUTTERS
ROOF CONDITION:
WALL CONDITION:
• FINISH FLOOR AS
SCHEDULED - SEE I-SERIES
• CONCRETE SLAB-ON-GRADE -
SEE S-SERIES
• VAPOR RETARDER -
SEE S-SERIES
• COMPACTED GRANULAR
BASE - SEE S-SERIES
• COMPRESSIBLE FILLER WITH
SEALANT AT PERIMETER
FLOOR CONDITION:
A-503
SUSPENDED
ACOUSTICAL PANEL
CEILING SYSTEM
• 4-INCH MASONRY VENEER
• PRECAST CONCRETE BAND
• ABOVE GRADE RIGID
INSULATION
(R-10.27 MIN)
• BELOW GRADE RIGID
INSULATION (R-15 MIN)
• 8-INCH REINFORCED CMU,
SEE S-SERIES
WALL CONDITION:
A-502
A-502
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
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D B
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C H
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K E
D B
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A N
S I D
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D A
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3 5 7 9 11 13 15 17 19
L
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M A
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F il e P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
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IN
G J
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L O
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V
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D B
A R
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B A
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D R
IV
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F F
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M K
U C
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O
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O B
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IC
IT
A
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N N
N T
R A
C T
N
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
V E
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IC
A
L S
K
IL
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F A
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IT
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B U
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D
IN
G
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SCALE:
1' - 0" 2' - 0" 4' - 0"
3/4" = 1' - 0"
SCALE: 3/4" = 1'-0"
WALL SECTION
1 SCALE: 3/4" = 1'-0"
WALL SECTION
SCALE: 3/4" = 1'-0"
WALL SECTION
SCALE: 3/4" = 1'-0"
WALL SECTION
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H2EDTGMS
Cross-Out
THROUGH-WALL SILL FLASHING WITH
STAINLESS STEEL DRIP EDGE
AIR SPACE
CAVITY DRAINAGE MATERIAL
GROUT CAVITY SOLID BELOW FLASING
DAMPPROOFING
3" POLYSTYRENE INSULATION BELOW
FLASHING (R-15 MIN)
2" POLYSTYRENE INSULATION ABOVE GRADE
(R-10.27 MIN)
8" REINFORCED CONCRETE, SEE S-
SERIES
1/2" COMPRESSIBLE FILLER
CONCRETE FOOTING, SEE S-SERIES
4" CMU BELOW SPLIT FACE
VAPOR RETARDER
WEEP INSERTS AT 32" OC
AIR BARRIER MEMBRANE
3"8"
1 1/2"
MINIMUM R25+R8 LINER
SYSTEM INSULATION
PREFINISHED STANDING
SEAM METAL ROOF SYSTEM
PREFINISHED METAL RAKE TRIM
PREFINISHED METAL
WALL LINER PANEL
PREFINISHED
INSULATED METAL
WALL PANEL
PREFINISHED
METAL ROOF
LINER PANEL
PEMB MAIN FRAME,
PAINTED IN EXPOSED
AREAS, TYP
CLOSED CELL SPRAY
POLYURETHANE
INSULATION
A
MINIMUM R25+R8 LINER
SYSTEM INSULATION
PREFINISHED STANDING
SEAM METAL ROOF SYSTEM
PREFINSIHED METAL 6"
GUTTER W/
DOWNSPOUT
PREFINISHED METAL
WALL LINER PANEL
PREFINSIHED
INSULATED METAL
WALL PANEL
PREFINISHED
METAL ROOF
LINER PANEL
PEMB MAIN FRAME,
PAINTED IN EXPOSED
AREAS, TYP
CONTINUOUS SNOW GUARD
1 1/2" 8" 3"
CLOSED CELL SPRAY
POLYURETHANE
INSULATION
F
GROUT CAVITY SOLID BELOW GRADE
DAMPPROOFING
3" POLYSTYRENE INSULATION BELOW
GRADE (R-15 MIN)
CONCRETE FOUNDATION, SEE S-SERIES
1/2" COMPRESSIBLE FILLER
CONCRETE FOOTING, SEE S-SERIES
REINFORCED CONCRETE SLAB, SEE S-SERIES
4" CMU
COMPACTED GRANULAR FILL, SEE
S-SERIES
VAPOR RETARDER
EXTERIOR DOOR
PAVING, SEE C-SERIES
3 5/8" 1 1/8"
3" 8"
3" POLYSTYRENE INSULATION BELOW
GRADE (R-15 MIN)
CONCRETE FOUNDATION, SEE S-SERIES
1/2" COMPRESSIBLE FILLER
AND SEALANT
CONCRETE FOOTING, SEE S-SERIES
REINFORCED CONCRETE SLAB SLOPED
TO GRADE, SEE S-SERIES
COMPACTED GRANULAR FILL, SEE
S-SERIES
PAVING, SEE C-SERIES
INSULATED OVERHEAD COILING DOOR
PREFINISHED INSULATED
METAL PANEL SYSTEM
WITH LINER (3") (R-15.8 MIN)
PEMB INTERIOR WALL
LINER PANEL
MECHANICAL DUCTWORK,
SEE M-SERIES
PROVIDE CONTINUOUS
SEALANT ALL SIDES OF
WALL PENETRATION
TYPICAL INSULATION ON
EXTERIOR OF DUCT
1" CLEARANCE BETWEEN
(MAX.)
20 GAUGE GALVANIZED STEEL
COLLAR (EXPOSED WALL SIDES
ONLY). SECURE TO WALL ON 6
INCH CENTERS (MINIMUM 4
FASTENERS PER SIDE).
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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F E
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IN
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S
D R
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D E
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D B
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S U
B M
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B Y
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C H
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K E
D B
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A N
S I D
IS
S
U E
D A
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3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
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M A
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D E
S C
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IP
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IO
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F il e P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
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H
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B
L O
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IS
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IL
L E
D
IS
T R
IC
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D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
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IS
V
IL
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K
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H U
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A L
A
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S
ID
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D R
IV
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M O
O N
T O
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J B
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H O
F F
A S
O V
IC
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M K
U C
H E
R A
O
C T
O B
E R
S O
L
IC
IT
A
T
IO
N N
N T
R A
C T
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R T
IF
IE
D F
IN
A
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U B
M
IT
T A
L
V E
R T
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A
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B U
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IN
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SCALE:
6" 1' - 0" 2' - 0"
1 1/2" = 1' - 0"
SCALE: 1 1/2" = 1'-0"
DETAIL SECTION - FOUNDATION AT WALL
SCALE: 1 1/2" = 1'-0"
DETAIL SECTION - ROOF @ RAKE
SCALE: 1 1/2" = 1'-0"
DETAIL SECTION - ROOF @ GABLE
SCALE: 1 1/2" = 1'-0"
DETAIL SECTION - FOUNDATION AT OPENING
SCALE: 1 1/2" = 1'-0"
DETAIL SECTION - FOUNDATION AT OVERHEAD DOOR
SCALE: 1 1/2" = 1'-0"
DETAIL SECTION - TYPICAL WALL PENETRATION
A
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H2EDTGMS
Cross-Out
A-801
A-801
A-801
A-801
A-801
A-801
GENERAL SHEET NOTES
1. FOR AIR BARRIER SYSTEM REQUIREMENTS, SEE SPEC SECTION
07 27 10.00 10
2. AIR BARRIER SYSTEM TO BE INSPECTED ONLY
LEGEND
LOCATION OF AIR BARRIER, TYPICAL
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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L
J
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F il e P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
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K
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SCALE: 1/16" = 1'-0"
AIR BARRIER PLAN DIAGRAM
SCALE: 1/16" = 1'-0"
AIR BARRIER SECTION DIAGRAM
SCALE: 1/16" = 1'-0"
AIR BARRIER SECTION DIAGRAM
SCALE: 1" = 1'-0"
AIR BARRIER AT EAVE
SCALE: 1" = 1'-0"
AIR BARRIER AT RAKE
SCALE: 1" = 1'-0"
AIR BARRIER AT FOUNDATION
SCALE: 1" = 1'-0"
AIR BARRIER AT WINDOW SILL
SCALE: 1" = 1'-0"
AIR BARRIER AT WINDOW HEAD
SCALE:
8' - 0" 16' - 0" 32' - 0"
1/16" = 1' - 0"
SCALE:
6" 1' - 0" 2' - 0"
1" = 1' - 0"
SCALE:
6" 1' - 0" 2' - 0"
1" = 1' - 0"
SCALE:
6" 1' - 0" 2' - 0"
1" = 1' - 0"
SCALE:
6" 1' - 0" 2' - 0"
1" = 1' - 0"
SCALE:
6" 1' - 0" 2' - 0"
1" = 1' - 0"
SCALE:
8' - 0" 16' - 0" 32' - 0"
1/16" = 1' - 0"
SCALE:
8' - 0" 16' - 0" 32' - 0"
1/16" = 1' - 0"
PLAN
NORTH
N
SHEET KEYNOTES
1 INSULATED METAL WALL PANEL
2 JOINT SEALANT
3 AIR BARRIER MEMBRANE
4 DAMPPROOFING
5 UNDERSLAB VAPOR BARRIER
6 CLOSED-CELL SPRAY POLYURETHANE INSULATION
7 STANDING SEAM METAL ROOFING SYSTEM
8 ALUMINUM WINDOW SYSTEM
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H2EDTGMS
Cross-Out
| CD101 - Amend1 |
| CD101 |
| CP501 - Amend1 |
| CP501 |
| CU101 - Amend1 |
| CU101 |
| CU503 - Amend1 |
| CU503 |
| A-301 - Amend1 |
| A-311 - Amend1 |
| A-502 - Amend1 |
| A-801 - Amend1 |
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