W912HN-20-B-3012_AMD2.PDF
PDF 2 MB Posted
- Solicitation number
- W912HN20B3012
About this file
This document package includes drawings and specifications for a federal construction project. The solicitation is for a Company Operations Facility at Fort Benning, Georgia, with a bid opening date of August 19, 2020 at 2:00pm Eastern Time. The work includes concrete, masonry, steel framing and drywall construction as detailed in the drawings and specifications issued by the Department of the Army Corps of Engineers Savannah District. Deliverables include architectural, structural, and mechanical drawings as well as specifications for the masonry, framing, doors and other building components.
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CONCRETE SLAB
CMU WALL
CEILING
EXTEND PARTITION A
MINIMUM OF ONE BLOCK
COURSE ABOVE CEILING
R E
F E
R T
O A
R C
H
PROVIDE 8" DEEP CONT
CMU BOND BEAM ALONG
TOP OF WALL W/ (2) #5
BARS
3/16" x 5" DEEP x 8" WIDE x 6"
LONG BENT PLATE. DO NOT
ATTACH BENT PLATE TO CMU
M A
X
CONNECT
TO
PURLIN
INSULATED METAL ROOF PANEL
EXTEND DRYWALL
PARTITION TO DECK
UP TO 6'-0" -L2X2X3/16
6'-0" TO 9'-0" -L3X3X3/16
9'-0" TO 13'-0" -L4X4X1/4
13'-0" TO 19'-0" -HSS3X3X3/16
PROVIDE WALL BRACING
@ 8'-0" OC ON BOTH
SIDES OF WALL USING
THE BRACE LENGTH:
V A
R
IE
S
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
C O
M P
A N
Y O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
F Y
P
N
J U
L Y
W H
N -2
-B
-3
C G
IB
B
S
B R
E N
N E
R
M P
O E
-8
-0
S-502
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G E
L T
H O
R P
E A
V E
S
A V
A N
N A
H G
A
D D
IC
K
E Y
T Y
P
IC
A L M
A S
O N
R Y
D E
T A
IL
S
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S -5
ISSUE FOR CONSTRUCTION
NOT TO SCALE
INTERIOR CMU WALL TO STRUCTURE CONNECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
S H
E E
T R
E P
L A
C E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/1 /2
8/10/2020
LEVEL 1
100' - 0"
TOP OF WALL
114' - 0"
A
EDB C
232323
6' - 0" 1' - 0"
4' - 0"
15 15
LV-1 LV-2
LEVEL 1
100' - 0"
TOP OF WALL
114' - 0"
A-300
A-300
A-310 7 21
13 131318
11 12 11 12 11 12 11 1211 12
INDICATES LOUVER TYPE. REFER TO SHEET A-530.LV-1
1. PROVIDE VERTICAL CONTROL JOINTS IN MASONRY
WALLS AS INDICATED ON MASONRY ELEVATIONS.
2. PROVIDE VERTICAL EXPANSION JOINTS IN BRICK
VENEER WALLS, MINIMUM 20' - 0".
3. REFER TO SHEET A-610 FOR EXTERIOR FINISH KEY.
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
C O
M P
A N
Y O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
F Y
P
N
J U
L Y
W H
N -2
-B
-3
R .D
U R
H A
M
M S
IE
V
E R
M .P
O E
-8
-0
A-201
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G E
L T
H O
R P
E A
V E
S
A V
A N
N A
H G
A
M B
A R
N E
T T
B U
IL
D
IN
G
E L E
V A
T
IO
N S
F O
R T
B E
N N
IN
G
G
E O
R G
IA
A A
-2
ISSUE FOR CONSTRUCTION
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
(ALL NOTES MAY NOT BE USED ON THIS SHEET)
ELEVATION TAG NOTES
1 BRICK VENEER.
2 BRICK VENEER SOLDIER COURSE.
3 EXTERIOR LIGHT. REFER TO ELECTRICAL DRAWINGS.
4 CMU-1: SPLITFACE CONCRETE MASONRY UNIT VENEER
ACCENT BAND (BUFF).
5 CMU-2: SMOOTHFACE CONCRETE MASONRY UNIT VENEER
ACCENT BAND (BUFF).
6 PREFINISHED METAL CANOPY AND SUPPORT STRUT.
CONNECTION SHALL BE BY CANOPY MANUFACTURER.
PROVIDE BLOCKING AT METAL STUD BACKUP WALL. REFER
TO STRUCTURAL.
7 PREFINISHED INSULATED METAL PANEL ROOF.
8 5/4" CEMENTITIOUS FASCIA BOARD WRAPPED WITH
PREFINISHED METAL CLADDING.
9 CAST IRON BOOT.
10 8"Wx6"D PREFINISHED METAL GUTTER.
11 6"Wx4"D PREFINISHED METAL DOWNSPOUT.
12 PRECAST SPLASH BLOCK.
13 PREFINISHED ALUMINUM WINDOW (FIXED) WITH
INSULATED LAMINATED GLASS.
14 PREFINISHED ALUMINUM STOREFRONT.
15 PREFINISHED METAL LOUVER. COLOR TO MATCH
ADJACENT WALL COLOR. CENTER OVER DOOR WHERE
APPLICABLE.
16 INSULATED METAL DOOR.
17 FINISH GRADE, REFER TO CIVIL DRAWINGS.
18 CONCRETE PAVEMENT, REFER TO CIVIL DRAWINGS FOR
GRADING.
19 VENT-THRU ROOF, REFER TO MECHANICAL.
20 KNOX BOX (4500 SERIES).
21 CONTINUOUS RIDGE CAP.
22 RAKE EDGE TRIM
23 EXPANSION JOINT.
SCALE: 1/8" = 1'-0"A-201
EAST ELEVATION1
SCALE: 1/8" = 1'-0"A-201
NORTH ELEVATION2
LEGEND
GENERAL NOTES
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
S H
E E
T R
E P
L A
C E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/1 /2
(1) 0.145" DIA. P.D.F.
AT EACH SIDE AT
STRUCT. STEEL
COLUMN
1 1/2" x 16 GA. x
1'-0" LONG AT
SPLICE
LOCATIONS
WITH (6) #10-16
SCREWS (3)
EACH END
8" MAX. STUD DEPTH
(1) #10-16 SCREW
AT EACH SIDE AT
EACH CLIP
1 1/4" X 16 GA. X 1/2"
SHORTER THAN STUD
WIDTH AT EACH STUD
STEEL STUD
1 1/2" X 16 GA. COLD
ROLLED CHANNEL
1 1/2" X 16 GA. COLD
ROLLED CHANNEL
NOTES:
1. FOR SOLID BLOCKING: NOTCH AND BEND UP
TRACK FLANGES 90 DEGREES OR ANCHOR BLOCKING
TO VERTICALS WITH CLIP L'S.
8" MAX. STUD DEPTH
(2) #10-16 SCREW
AT EACH SIDE
1 1/2" X 16 GA. COLD
ROLLED CHANNEL
'THE STEEL NETWORK'
BRIDGECLIP BC 600 (BC800
AT 8" STUDS) INSTALL PER
MFG. SPECIFICATIONS OR
EQUAL
(2) #10-16 SCREW
AT EACH SIDE
6"
(3) #10-16 SCREWS
AT EACH FLANGE
NOTCH AND BEND
UP TRACK FLANGES
JAMB STUD TO
BOTTOM TRACK
CONTINUOUS
BOTTOM TRACK
FULL HEIGHT JAMB
STUDS (TYP.)
LOCATION
TYPICAL
FRAMING
JAMB STUDS
NUMBER OF FASTENERS REQ'D
(2) 0.145" DIA. P.D.F.'S AT EACH
STUD
(4) 0.145" DIA. P.D.F.'S AT EACH
JAMB
NOTES:
1. ALL JAMB STUDS MUST BE ATTACHED TOGETHER.
FOR JAMB STUD CONFIGURATIONS, REFER TO
DETAIL 5/A-541.
NOTES:
1. ALL HEADER MEMBERS MUST SPAN THE ENTIRE
LENGTH OF OPENING WITHOUT SPLICES.
2. ATTACH HEADER MEMBERS TOGETHER WITH (2)
#10-16 SCREWS AT 12" O.C.
ATTACH TRACK TO
JAMB STUDS WITH
(6) #10-16 SCREWS
PIECE OF TRACK (45
MIL.) ATTACH TO
HEADER WITH (3) #
10-16 SCREWS AT
EACH FLANGE
FULL HEIGHT JAMB
STUDS (TYP.) ALL
JAMB STUDS MUST
BE ATTACHED
TOGETHER. FOR
JAMB STUD
CONFIGURATIONS,
REFER TO DETAIL
5/A-541.SEE WALL SECTIONS
FOR HEADER MEMBERS
OPTION A OPTION B
ATTACH EACH JAMB
STUD TO CLOSURE
TRACK WITH (2) #10-16
SCREWS AT 16" O.C.
FULL HEIGHT CLOSURE
TRACK FOR JAMB
ATTACHMENT
FULL HEIGHT JAMB
STUDS (TYP.)
ATTACH EACH JAMB
STUD TO CLOSURE
TRACK WITH (2) #10-16
SCREWS AT 16" O.C.
FULL HEIGHT CLOSURE
TRACK AS REQUIRED
FOR HEADER, SILL,
AND VERTICAL SIDE
CLIP ATTACHMENT
FULL HEIGHT JAMB
STUDS (TYP.)
CLOSURE TRACK
ATTACHMENT (3) #
10-16 SCREWS AT
EACH FLANGE
METAL STUD BLOCKING /
WALL BACKING
3 5/8" METAL
STUDS
3 5/8" METAL
STUDS
NOTES:
1. DESIGNED AROUND METAL-LITE 3-IN-ONE
SYSTEM. CAN BE USED AS BRIDGING,
BLOCKING AND WALL BACKING.
2. 3-IN-ONE SYSTEM IS MADE OF 20 GAUGE
METAL. IT HAS 250 POUNDS PULL AND POINT
LOAD, AS TESTED BY UNDERWRITERS
LABORATORY.
3. FIRE TREATED WOOD BLOCKING MAY BE USED
IN LIEU OF THE 3-IN-ONE SYSTEM.
4. PROVIDE WALL BACKING AT GRAB BAR,
SHOWER SEATING, WALL MOUNTED
EQUIPMENT, FURNITURE AND FURNISHINGS.
TYPICAL LAP CROSS-TIE LAP DIAGONAL LAP
STUD DEPTH
3 5/8"
6"
8"
10"
12"
'A'
2 1/2"
4"
6"
8"
10"
'A'
'A' 'A'
'A'
'A'
(4) #10-16
SCREWS PER
LAP
CONNECTION
STEEL STUDS
2" x 2" x 18 GA. CONTINUOUS
CLOSURE ANGLE AT OUTSIDE
CORNERS (TYPICAL)
STEEL STUDS
STEEL STUD
CROSS-TIE
(4) #10-16 SCREWS
PER LAP
CONNECTION
(4) #10-16 SCREWS
PER KICKER/STUD
CONNECTION
STEEL STUD
SEE WALL SECTIONS
FOR STUD SIZE AND
SPACING
CONCRETE SLAB
CMU WALL
CEILING
EXTEND PARTITION A
MINIMUM OF ONE BLOCK
COURSE ABOVE CEILING
V A
R
IE
S
PROVIDE 8" DEEP CONT
CMU BOND BEAM ALONG
TOP OF WALL W/ (2) #5
BARS
BENT PLATE. REFER TO
STURCTURAL
M A
X
.0
CONNECT
TO
PURLIN
INSULATED METAL ROOF PANEL
EXTEND DRYWALL
PARTITION TO DECK
WALL BRACING.
REFER TO
STRUCTURAL
V A
R
IE
S
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
C O
M P
A N
Y O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
F Y
P
N
J U
L Y
W H
N -2
-B
-3
B .D
U R
H A
M
M S
IE
V
E R
M .P
O E
-8
-0
A-541
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G E
L T
H O
R P
E A
V E
S
A V
A N
N A
H G
A
M B
A R
N E
T T
W A
L L D
E T
A
IL
S
F O
R T
B E
N N
IN
G
G
E O
R G
IA
A A
-5
ISSUE FOR CONSTRUCTION
SCALE: NTSA-541
COLD ROLLED CHANNEL OPTION1
SCALE: NTSA-541
BRIDGECLIP ATTACHMENT2
SCALE: NTSA-541
BASE DETAIL AT DOOR JAMB3
SCALE: NTSA-541
HEADER DETAIL AT DOOR JAMB4
SCALE: NTSA-541
JAMB ATTACHMENTS5
SCALE: NTSA-541
WALL BLOCKING6
SCALE: NTSA-541
LAP CONNECTIONS7
SCALE: 1 1/2" = 1'-0"A-541
TYPICAL SECTION AT INTERIOR CMU
PARTITION8
GRAPHIC SCALE: = 1'-0"
1' 0 1' 2'
6"
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
S H
E E
T R
E P
L A
C E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/1 /2
BRICK
FLASHING
SEALED LAP
SPLICE
METAL
DRIP
SEALANT
SEALANT
(OPTIONAL)
BRICK
WEEP
MATERIAL
METAL DRIP
AT 24" O.C.
OPEN HEAD JOINTS
REFER TO WALL TYPES
SHEATHING
FLUID APPLIED AIR AND WATER-
RESISTIVE BARRIER JOINT
TREATMENT
FLUID APPLIED AIR AND WATER-
RESISTIVE BARRIER SPRAY
WRAP
FLUID APPLIED AIR AND WATER-
RESISTIVE BARRIER JOINT
DETAIL (JOINT FABRIC)
FLASHING
FLUID APPLIED AIR AND WATER-
RESISTIVE BARRIER
TRANSITION MEMBRANE
(COATABLE) OR OTHER
BARRIER SHEET MEMBRANE
LAPPED ONTO THE
FOUNDATION WATERPROOFING
*5 /8
"JOINT COMPOUND
PAINTED METAL
EXPANSION JOINT
SEALANT
GYPSUM BOARD
METAL CORNER
TRIM
JOINT COMPOUND
TAPE
JOINT COMPOUND
METAL EDGE TRIM
SEALANT
CONCRETE
MASONRY OR STEEL
CORNERS ABUTTING OTHER SURFACECONTROL JOINTS
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
C O
M P
A N
Y O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
F Y
P
N
J U
L Y
W H
N -2
-B
-3
B .D
U R
H A
M
M S
IE
V
E R
M .P
O E
-8
-0
A-543
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G E
L T
H O
R P
E A
V E
S
A V
A N
N A
H G
A
M B
A R
N E
T T
W A
L L A
N D
A
IR
B A
R R
IE
R
D E
T A
IL
S
F O
R T
B E
N N
IN
G
G
E O
R G
IA
A A
-5
ISSUE FOR CONSTRUCTION
SCALE: NTSA-543
TYPICAL FLASHING DETAIL1
SCALE: NTSA-543
OPEN HEAD JOINT DETAIL2
SCALE: NTSA-543
TERMINATION AT
GRADE-SHEATHING FLASH WITH
FOUNDATION4
SCALE: NTSA-543
TYPICAL GYPSUM BOARD
DETAILS3
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
S H
E E
T R
E P
L A
C E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/1 /2
ALUM ALUMINUM
EXT EXTERIOR
HM HOLLOW METAL
HM INSUL HOLLOW METAL - INSULATED
INSUL INSULATED
SCW SOLID CORE WOOD
TEMP TEMPERED GLASS
1. TYPICAL DOORS IN CMU WALLS SHALL BE 4" TO 8"
FROM NEAREST WALL UNLESS OTHERWISE
INDICATED.
2. TYPICAL DOORS IN STUD WALLS SHALL BE 4" FROM
NEAREST WALL UNLESS OTHERWISE INDICATED.
3. ALL EXTERIOR DOORS SHALL BE INSULATED.
4. TRANSITION STRIPS SHALL BE USED WHEN FLOOR
MATERIAL CHANGES AT FLOOR AND NO THRESHOLDS
IS SCHEDULED WITH THE HARDWARE SET.
TRANSITION STRIPS SHALL CENTER UNDER THE
DOOR.
5. ALL EXTERIOR GLAZING SHALL BE INSULATING GLASS
UNITS (LAMINATED).
6. PROVIDE COAT HOOK ON BACK SIDE OF ALL OFFICE
DOORS AT 5'-6" A.F.F.
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
C O
M P
A N
Y O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
F Y
P
N
J U
L Y
W H
N -2
-B
-3
B .D
U R
H A
M
M S
IE
V
E R
M .P
O E
-8
-0
A-600
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G E
L T
H O
R P
E A
V E
S
A V
A N
N A
H G
A
M B
A R
N E
T T
D O
O R
S C
H E
D U
L E
F O
R T
B E
N N
IN
G
G
E O
R G
IA
A A
-6
ISSUE FOR CONSTRUCTION
DOOR SCHEDULE
DOOR OPENING DOOR FRAME DETAIL
REMARKS
KEY
SIDE
HARDWARE
SETDOOR NUMBER WIDTH HEIGHT LABEL TYPE MATERIAL THICKNESS GLASS TYPE MATERIAL HEAD JAMB THRESHOLD DOOR NUMBER
100 A 6' - 0" 7' - 0" --- C ALUM 2" INSUL 4 ALUM 1/A-501 2/A-501 11/A-501 01 100 A
100 B 6' - 0" 7' - 0" --- C ALUM 2" TEMP 4 ALUM * * --- * SIMILAR TO 5&6/A-501 02 100 B
101 A 3' - 0" 7' - 0" --- D HM INSUL 1 3/4" INSUL 2 HM 3/A-501 4/A-501 11/A-501 03 101 A
101 B 3' - 0" 7' - 0" --- D HM INSUL 1 3/4" INSUL 2 HM 3/A-501 4/A-501 11/A-501 03 101 B
102 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 102 A
103 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 103 A
105 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 105 A
106 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 106 A
107 A 3' - 0" 7' - 0" --- A HM 1 3/4" --- 2 HM 9/A-501 10/A-501 --- 05 107 A
108 A 6' - 0" 7' - 0" --- E HM INSUL 1 3/4" --- 3 HM 3/A-501 4/A-501 11/A-501 06 108 A
109 A 3' - 0" 7' - 0" --- B HM 1 3/4" TEMP 2 HM 9/A-501 10/A-501 --- 04 109 A
110 A 6' - 0" 7' - 0" --- E HM 1 3/4" --- 3 HM 9/A-501 10/A-501 --- 07 110 A
111 A 3' - 0" 7' - 0" --- A HM 1 3/4" --- 2 HM 9/A-501 10/A-501 --- 08 111 A
112 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 112 A
113 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 113 A
115 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 115 A
116 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 116 A
117 A 3' - 0" 7' - 0" --- A HM 1 3/4" --- 2 HM 9/A-501 10/A-501 --- 05 117 A
118 A 6' - 0" 7' - 0" --- E HM INSUL 1 3/4" --- 3 HM 3/A-501 4/A-501 11/A-501 06 118 A
119 A 3' - 0" 7' - 0" --- B HM 1 3/4" TEMP 2 HM 9/A-501 10/A-501 --- 04 119 A
120 A 6' - 0" 7' - 0" --- E HM 1 3/4" --- 3 HM 9/A-501 10/A-501 --- 07 120 A
121 A 3' - 0" 7' - 0" --- A HM 1 3/4" --- 2 HM 9/A-501 10/A-501 --- 08 121 A
122 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 122 A
123 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 123 A
125 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 125 A
126 A 3' - 0" 7' - 0" --- B SCW 1 3/4" TEMP 1 HM 5/A-501 6/A-501 --- 04 126 A
127 A 3' - 0" 7' - 0" --- A HM 1 3/4" --- 2 HM 9/A-501 10/A-501 --- 05 127 A
128 A 6' - 0" 7' - 0" --- E HM INSUL 1 3/4" --- 3 HM 3/A-501 4/A-501 11/A-501 06 128 A
129 A 3' - 0" 7' - 0" --- B HM 1 3/4" TEMP 2 HM 9/A-501 10/A-501 --- 04 129 A
130 A 6' - 0" 7' - 0" --- E HM 1 3/4" --- 3 HM 9/A-501 10/A-501 --- 07 130 A
131 A 3' - 0" 7' - 0" --- A HM 1 3/4" --- 2 HM 9/A-501 10/A-501 --- 08 131 A
132 A 3' - 0" 7' - 0" --- A HM INSUL 1 3/4" --- 2 HM 3/A-501 4/A-501 11/A-501 03 132 A
133 A 3' - 0" 7' - 0" --- A HM 1 3/4" --- 1 HM 5/A-501 6/A-501 --- 09 133 A
134 A 3' - 0" 7' - 0" --- A HM 1 3/4" --- 1 HM 5/A-501 6/A-501 --- 10 134 A
135 A 6' - 0" 7' - 0" --- E HM INSUL 1 3/4" --- 3 HM 3/A-501 4/A-501 11/A-501 14 135 A
136 A 3' - 0" 7' - 0" --- A SCW 1 3/4" --- 1 HM 7/A-501 8/A-501 --- 11 136 A
137 A 3' - 0" 7' - 0" --- A SCW 1 3/4" --- 1 HM 7/A-501 8/A-501 --- 12 137 A
LEGEND
GENERAL NOTES
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
S H
E E
T R
E P
L A
C E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/1 /2
| S-502 TYPICAL MASONRY DETAILS |
| A-201 BUILDING ELEVATIONS |
| A-541 WALL DETAILS |
| A-543 WALL AND AIR BARRIER DETAILS |
| A-600 DOOR SCHEDULE |
File details come from the government source that posted it. Updated .