W912HN-21-B-3003_DRAWINGS_VOL2_AMD1.pdf
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- Solicitation number
- W912HN21B3003
About this file
This federal contract opportunity notice solicits proposals for the construction of an Advanced Individual Training Complex at Fort Gordon, Georgia. The project involves constructing a battalion-sized barracks and company operations facility for 600 soldiers, along with supporting facilities such as a running track, physical training pits, building information systems, fire protection and alarm systems, video surveillance, intrusion detection, and connecting to existing energy plants and control systems. The facilities must meet Department of Defense sustainability and antiterrorism standards and accommodate individuals with disabilities. The construction value is between $25-100 million. Proposals are due via sealed bid in accordance with FAR Part 14 procedures. The NAICS code is 236220 and there is a HUBZone price preference. The period of performance is 720 calendar days.
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®of Engineers
US Army Corps k6enxjlh
03-MAR-2021 16:40
C:\Users\k6enxjlh\Desktop\Projects\ProjectWise_Projects\Gor0409\06_AMD1\PDF\Volume 2 (BKS S,A,I & F)\Volume 2 (BKS S,A,I & F)\gjdgi001V2ix.dgn
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G-001 COVER SHEET
GI001 INDEX OF DRAWINGS
GI002 INDEX OF DRAWINGS
GI003 GENERAL NOTES, ABBREVIATIONS
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 DESIGN DATA
SB100 FOUNDATION PLAN - COMPOSITE
SB101 FOUNDATION PLAN - AREA A
SB102 FOUNDATION PLAN - AREA B
SB103 FOUNDATION PLAN - AREA C
SB104 FOUNDATION PLAN - AREA D
SB105 COVERED SHELTER PLANS
SB110 SLAB PLAN - COMPOSITE
SB111 SLAB PLAN - AREA A
SB112 SLAB PLAN - AREA B
SB113 SLAB PLAN - AREA C
SB114 SLAB PLAN - AREA D
SB401 ENLARGED PLANS
SB501 FOUNDATION DETAILS
SB502 FOUNDATION DETAILS
SB503 FOUNDATION DETAILS
SB504 COVERED SHELTER DETAILS AND SECTIONS
SB601 FOUNDATION SCHEDULES
SB602 FOUNDATION SCHEDULES
SF120 SECOND FLOOR FRAMING PLAN - COMPOSITE
SF121 SECOND FLOOR FRAMING PLAN - AREA A
SF122 SECOND FLOOR FRAMING PLAN - AREA B
SF123 SECOND FLOOR FRAMING PLAN - AREA C
SF124 ROOF FRAMING PLAN - AREA B - LOW ROOF
SF125 ROOF FRAMING PLAN - AREA D
SF130 THIRD - FIFTH FLOOR FRAMING PLAN - COMPOSITE
SF131 THIRD - FIFTH FLOOR FRAMING PLAN - AREA A
SF132 THIRD - FIFTH FLOOR FRAMING PLAN - AREA B
SF133 THIRD - FIFTH FLOOR FRAMING PLAN - AREA C
SF160 ATTIC FLOOR FRAMING PLAN - COMPOSITE
SF161 ATTIC FLOOR FRAMING PLAN - AREA A
SF162 ATTIC FLOOR FRAMING PLAN - AREA B
SF163 ATTIC FLOOR FRAMING PLAN - AREA C
SF170 ROOF FRAMING PLAN - COMPOSITE
SF171 ROOF FRAMING PLAN - AREA A
SF172 ROOF FRAMING PLAN - AREA B
SF173 ROOF FRAMING PLAN - AREA C
SF201 FRAME ELEVATIONS
SF202 FRAME ELEVATIONS
SF203 FRAME ELEVATIONS
SF204 FRAME ELEVATIONS
SF401 ENLARGED PLANS
SF501 FRAMING DETAILS
SF502 FRAMING DETAILS
SF503 FRAMING DETAILS
SF504 FRAMING DETAILS
SF505 FRAMING DETAILS
SF506 FRAMING DETAILS
SF507 FRAMING DETAILS
SF508 FRAMING DETAILS
SF509 FRAMING DETAILS
SF510 FRAMING DETAILS
SF511 FRAMING DETAILS
SF512 FRAMING DETAILS
SF513 FRAMING DETAILS
SF514 FRAMING DETAILS
SF515 FRAMING DETAILS
SF601 COLUMN SCHEDULES
SF602 COLUMN SCHEDULES
SF603 COLUMN SCHEDULES
SF604 COLUMN SCHEDULES
SF701 SPECIAL JOIST DIAGRAMS
A-001 ABBREVIATIONS, SYMBOLS & GENERAL NOTES
A-002 WALL TYPES LEGEND 1
A-003 WALL TYPES LEGEND 2
A-004 WALL PENETRATION AND TERMINATION DETAILS
A-101 OVERALL FIRST FLOOR PLAN
A-102 OVERALL SECOND & THIRD FLOOR PLAN
A-103 OVERALL FOURTH & FIFTH FLOOR PLAN
A-104 OVERALL ROOF PLAN
A-105 FIRST FLOOR PLAN AREA A
A-105A FIRST FLOOR DIMENSION PLAN AREA A
A-106 FIRST FLOOR PLAN AREA B
A-106A FIRST FLOOR DIMENSION PLAN AREA B
A-107 FIRST FLOOR PLAN AREA C
A-107A FIRST FLOOR DIMENSION PLAN AREA C
A-108 FIRST FLOOR PLAN AREA D
A-108A FIRST FLOOR DIMENSION PLAN AREA D
A-109 SECOND FLOOR PLAN AREA A
A-109A SECOND FLOOR DIMENSION PLAN AREA A
A-110 SECOND FLOOR PLAN AREA B
A-110A SECOND FLOOR DIMENSION PLAN AREA B
A-111 SECOND FLOOR PLAN AREA C
A-111A SECOND FLOOR DIMENSION PLAN AREA C
A-112 THIRD FLOOR PLAN AREA A
A-112A THIRD FLOOR DIMENSION PLAN AREA A
A-113 THIRD FLOOR PLAN AREA B
A-113A THIRD FLOOR DIMENSION PLAN AREA B
A-114 THIRD FLOOR PLAN AREA C
A-114A THIRD FLOOR DIMENSION PLAN AREA C
A-115 FOURTH FLOOR PLAN AREA A
A-115A FOURTH FLOOR DIMENSION PLAN AREA A
A-116 FOURTH FLOOR PLAN AREA B
A-116A FOURTH FLOOR DIMENSION PLAN AREA B
A-117 FOURTH FLOOR PLAN AREA C
A-117A FOURTH FLOOR DIMENSION PLAN AREA C
A-118 FIFTH FLOOR PLAN AREA A
A-118A FIFTH FLOOR DIMENSION PLAN AREA A
A-119 FIFTH FLOOR PLAN AREA B
A-119A FIFTH FLOOR DIMENSION PLAN AREA B
A-120 FIFTH FLOOR PLAN AREA C
A-120A FIFTH FLOOR DIMENSION PLAN AREA C
A-121 ATTIC AREA B
A-126 COVERED TRAINING SHELTERS
A-131 FIRST FLOOR REFLECTED CEILING PLAN AREA A
A-132 FIRST FLOOR REFLECTED CEILING PLAN AREA B
A-133 FIRST FLOOR REFLECTED CEILING PLAN AREA C
A-134 FIRST FLOOR REFLECTED CEILING PLAN AREA D
A-135 SECOND FLOOR REFLECTED PLAN AREA A
A-136 SECOND FLOOR REFLECTED CEILING PLAN AREA B
A-137 SECOND FLOOR REFLECTED CEILING PLAN AREA C
A-138 THIRD FLOOR REFLECTED CEILING PLAN AREA A
A-139 THIRD FLOOR REFLECTED CEILING PLAN AREA B
A-140 THIRD FLOOR REFLECTED CEILING PLAN AREA C
A-141 FOURTH FLOOR REFLECTED CEILING PLAN AREA A
A-142 FOURTH FLOOR REFLECTED CEILING PLAN AREA B
A-143 FOURTH FLOOR REFLECTED CEILING PLAN AREA C
A-144 FIFTH FLOOR REFLECTED CEILING PLAN AREA A
A-145 FIFTH FLOOR REFLECTED CEILING PLAN AREA B
A-146 FIFTH FLOOR REFLECTED CEILING PLAN AREA C
A-151 ROOF PLAN AREA A
A-152 ROOF PLAN AREA B
A-153 ROOF PLAN AREA C
A-154 ROOF PLAN AREA D
A-155 LOW SLOPED ROOF AREA B
A-200 OVERALL EXTERIOR ELEVATIONS
A-201 NORTH EXTERIOR ELEVATION AREA A
A-202 NORTH EXTERIOR ELEVATION AREA B
A-203 NORTH EXTERIOR ELEVATION AREA C
A-204 SOUTH EXTERIOR ELEVATION AREA A
A-205 SOUTH EXTERIOR ELEVATION AREA B & D
A-206 SOUTH EXTERIOR ELEVATION AREA C
A-207 WEST EXTERIOR ELEVATION
A-208 EAST EXTERIOR ELEVATION
A-209 PARTIAL ELEVATIONS AREA B AND D
A-301 BUILDING CROSS SECTION NORTH-SOUTH BARRACKS CORE & COF
A-302 BUILDING CROSS SECTION EAST-WEST BARRACKS CORE
A-303 BUILDING CROSS SECTION EAST-WEST COF
A-304 BUILDING CROSS SECTION BARRACKS EAST-WEST AREA A
A-305 BUILDING CROSS SECTION BARRACKS EAST-WEST AREA C
A-310 WALL SECTIONS AREA B
A-311 WALL SECTIONS AREA B
A-312 WALL SECTIONS AREA B
A-313 SECTIONS AREA B & D
A-314 WALL SECTIONS AREA C
A-315 WALL SECTIONS AREA C
A-316 WALL SECTIONS AREA D
A-317 WALL SECTIONS
A-318 ENLARGED CURTAIN WALL ELEVATIONS & SECTIONS
A-319 CURTAIN WALL SECTIONS AND DETAILS
A-320 CURTAIN WALL SECTIONS AND DETAILS
A-401 ENLARGED 2PN ROOM PLANS & ELEVATIONS
A-402 ENLARGED 3PN ROOM PLANS
A-403 ENLARGED PLATOON SARGENT ROOM PLANS & ELEVATIONS
A-404 ENLARGED LAUNDRY ROOM PLANS & ELEVATIONS
A-405 ENLARGED LEARNING LAB, DAYROOM MEDIA & GAMES PLANS & ELEVATIONS
A-406 ENLARGED ARMS VAULT, TOILETS & COMPANY STORAGE PLANS AREA D
A-407 ENLARGED SCRUB ROOMS, VESTIBULES & TOILET PLANS AREA B & D
A-408 ENLARGED ELEVATOR FLOOR PLAN & ROOF HATCH DETAILS
A-409 OPERABLE PARTITION AND MISCELLANEOUS DETAILS
A-410 DOORWAY CLEARANCES & TOILET ACCESSORIES & MOUNTING HEIGHTS
A-411 QC DESK ENLARGED PLAN, ELEVATIONS, SECTIONS & DETAILS
A-412 INTERIOR ELEVATIONS AREA A, B & C
A-413 INTERIOR ELEVATIONS MENS 1006, WOMENS 1011 & SCRUB ROOM 1099 AREA B & D
A-414 INTERIOR ELEVATIONS MENS 1103, WOMENS 1104, WOMENS 1093 & MENS 1094 AREA D
A-421 ENLARGED STAIR 101, 102, 103, 104, 201, 202, 203 & 204 PLANS
A-422 ENLARGED STAIR 301, 302, 303, 304, 401, 402, 403 & 404 PLANS
A-423 ENLARGED STAIR 501, 502, 503, 504, PARTIAL B ATTIC & ELEVATOR PIT PLAN
A-424 ENLARGED STAIR CROSS SECTIONS
A-425 ENLARGED STAIR SECTIONS AND DETAILS
A-426 ENLARGED STAIR SECTIONS AND DETAILS
A-500 ENLARGED FLOOR PLAN DETAILS
A-501 ENLARGED FLOOR PLAN DETAILS
A-502 ENLARGED FLOOR PLAN DETAILS
A-503 STANDING SEAM METAL ROOF DETAILS
A-504 LOW SLOPE ROOF DETAILS
A-505 TYPICAL EAVE DETAIL, EXPANSION JOINT DETAILS & MISCELLANEOUS DETAILS
A-506 MISCELLANEOUS ROOF DETAILS AND PRECAST COPING DETAILS
A-520 INTERIOR CASEWORK, SECTIONS & SHOWER UNIT DETAILS
A-521 INTERIOR CASEWORK & MISCELLANEOUS SECTIONS AND DETAILS
A-529 SUSPENDED CEILING DETAILS
A-600 DOOR SCHEDULE FIRST FLOOR
A-601 DOOR SCHEDULE SECOND FLOOR AND DOOR & FRAME TYPES
A-602 DOOR SCHEDULE THIRD FLOOR
A-603 DOOR SCHEDULE FOURTH FLOOR
A-604 DOOR SCHEDULE FIFTH FLOOR & ATTIC
A-605 ENLARGED DOOR HEAD, JAMB & SILL DETAILS
A-606 ENLARGED DOOR HEAD, JAMB, SILL & MISC. DETAILS
A-607 ENLARGED WINDOW HEAD, JAMB & SILL DETAILS
A-608 LOUVER DETAILS, LOUVER TYPES, WINDOW TYPES & SCHEDULE
A-620 FINISH SCHEDULE FIRST FLOOR & STAIRS
A-621 FINISH SCHEDULE FIRST FLOOR
A-622 FINISH SCHEDULE FIRST FLOOR
A-623 FINISH SCHEDULE SECOND FLOOR & STAIRS
A-624 FINISH SCHEDULE SECOND FLOOR CONT 1
A-625 FINISH SCHEDULE THIRD FLOOR & STAIRS
A-626 FINISH SCHEDULE THIRD FLOOR CONT.
A-627 FINISH SCHEDULE FOURTH FLOOR & STAIRS
A-628 FINISH SCHEDULE FOURTH FLOOR CONT.
A-629 FINISH SCHEDULE FIFTH FLOOR & STAIRS
A-630 FINISH SCHEDULE FIFTH FLOOR CONT.
A-700 OVERALL FIRST FLOOR AIR BARRIER PLAN
A-701 OVERALL 2ND & 3RD FLOOR AIR BARRIER PLAN
A-702 OVERALL 4TH & 5TH FLOOR AIR BARRIER PLAN
A-703 AIR BARRIER BUILDING CROSS SECTIONS & NOTES
A-704 AIR BARRIER BUILDING DETAILS
A-705 AIR BARRIER BUILDING DETAILS
A-706 AIR BARRIER BUILDING DETAILS
A-800 BUILDING AND LIFE SAFETY CODE ANALYSIS
A-801 LIFE SAFETY FIRST FLOOR PLAN
A-802 LIFE SAFETY SECOND FLOOR PLAN
A-803 LIFE SAFETY THIRD FLOOR PLAN
A-804 LIFE SAFETY FOURTH FLOOR PLAN
A-805 LIFE SAFETY FIFTH FLOOR PLAN
A-901 PERSPECTIVE VIEWS
I-101 FIRST FLOOR FURNITURE PLAN - AREA A
I-102 FIRST FLOOR FURNITURE PLAN - AREA B
I-103 FIRST FLOOR FURNITURE PLAN - AREA C
I-104 FIRST FLOOR FURNITURE PLAN - AREA D
I-105 SECOND FLOOR FURNITURE PLAN - AREA A
I-106 SECOND FLOOR FURNITURE PLAN - AREA B
I-107 SECOND FLOOR FURNITURE PLAN - AREA C
I-108 THIRD FLOOR FURNITURE PLAN - AREA A
I-109 THIRD FLOOR FURNITURE PLAN - AREA B
I-110 THIRD FLOOR FURNITURE PLAN - AREA C
I-111 FOURTH FLOOR FURNITURE PLAN - AREA A
I-112 FOURTH FLOOR FURNITURE PLAN - AREA B
I-113 FOURTH FLOOR FURNITURE PLAN - AREA C
I-114 FIFTH FLOOR FURNITURE PLAN - AREA A
I-115 FIFTH FLOOR FURNITURE PLAN - AREA B
I-116 FIFTH FLOOR FURNITURE PLAN - AREA C
I-501 SIGNAGE TYPICALS 1
I-502 SIGNAGE TYPICALS 2
I-503 SIGNAGE TYPICALS 3
I-504 FINISH DETAILS - FLOOR TILE PATTERNS
I-505 FINISH DETAILS - WALL TILE PATTERNS
I-506 FINISH DETAILS - ACCENT PAINT TYPICAL PATTERNS
I-507 INTERIOR FINISH LEGEND
I-508 SIGNAGE DETAILS
I-601 ROOM FINISH SCHEDULE 1
I-602 ROOM FINISH SCHEDULE 2
I-603 ROOM FINISH SCHEDULE 3
I-604 ROOM FINISH SCHEDULE 4
I-605 ROOM FINISH SCHEDULE 5
I-606 ROOM FINISH SCHEDULE 6
I-607 ROOM FINISH SCHEDULE 7
I-608 ROOM FINISH SCHEDULE 8
I-609 ROOM FINISH SCHEDULE 9
I-610 ROOM FINISH SCHEDULE 10
I-611 ROOM FINISH SCHEDULE 11
I-612 ROOM FINISH SCHEDULE 12
I-613 ROOM FINISH SCHEDULE 13
I-614 ROOM FINISH SCHEDULE 14
I-615 ROOM FINISH SCHEDULE 15
I-616 ROOM FINISH SCHEDULE 16
I-617 ROOM FINISH SCHEDULE 17
I-618 ROOM FINISH SCHEDULE 18
I-619 ROOM FINISH SCHEDULE 19
I-620 ROOM FINISH SCHEDULE 20
I-621 ROOM FINISH SCHEDULE 21
I-622 ROOM FINISH SCHEDULE 22
I-623 ROOM FINISH SCHEDULE 23
I-624 ROOM FINISH SCHEDULE 24
I-625 SIGNAGE SCHEDULE 1
I-626 SIGNAGE SCHEDULE 2
I-627 SIGNAGE SCHEDULE 3
I-628 SIGNAGE SCHEDULE 4
I-629 SIGNAGE SCHEDULE 5
FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX
FA101 FIRE ALARM AND MNS - 1ST FLOOR - AREA A
FA102 FIRE ALARM AND MNS - 1ST FLOOR - AREA B
FA103 FIRE ALARM AND MNS - 1ST FLOOR - AREA C
FA104 FIRE ALARM AND MNS - 1ST FLOOR - AREA D
FA105 FIRE ALARM AND MNS - 2ND FLOOR - AREA A
FA106 FIRE ALARM AND MNS - 2ND FLOOR - AREA B
FA107 FIRE ALARM AND MNS - 2ND FLOOR - AREA C
FA108 FIRE ALARM AND MNS - 3RD FLOOR - AREA A
FA109 FIRE ALARM AND MNS - 3RD FLOOR - AREA B
FA110 FIRE ALARM AND MNS - 3RD FLOOR - AREA C
FA111 FIRE ALARM AND MNS - 4TH FLOOR - AREA A
FA112 FIRE ALARM AND MNS - 4TH FLOOR - AREA B
FA113 AIRE ALARM AND MNS - 4TH FLOOR - AREA C
FA114 FIRE ALARM AND MNS - 5TH FLOOR - AREA A
FA115 FIRE ALARM AND MNS - 5TH FLOOR - AREA B
FA116 FIRE ALARM AND MNS - 5TH FLOOR - AREA C
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C:\Users\k6enxjlh\Desktop\Projects\ProjectWise_Projects\Gor0409\06_AMD1\PDF\Volume 2 (BKS S,A,I & F)\Volume 2 (BKS S,A,I & F)\gjdgi001V2ix.dgn
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FA501 FIRE ALARM AND MNS DETAILS
FA401 FIRE ALARM AND MNS ENLARGED MODULE PLAN
FA601 FIRE ALARM AND MNS DIAGRAM
FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES
FX002 PRELIMINARY FIRE FLOW DATA
FX101 FIRE PROTECTION 1ST FLOOR PLAN, AREA A
FX102 FIRE PROTECTION 1ST FLOOR PLAN, AREA B
FX103 FIRE PROTECTION 1ST FLOOR PLAN, AREA C
FX104 FIRE PROTECTION 1ST FLOOR PLAN, AREA D
FX105 FIRE PROTECTION 2ND FLOOR PLAN, AREA A
FX106 FIRE PROTECTION 2ND FLOOR PLAN, AREA B
FX107 FIRE PROTECTION 2ND FLOOR PLAN, AREA C
FX108 FIRE PROTECTION 3RD FLOOR PLAN, AREA A
FX109 FIRE PROTECTION 3RD FLOOR PLAN, AREA B
FX110 FIRE PROTECTION 3RD FLOOR PLAN, AREA C
FX111 FIRE PROTECTION 4TH FLOOR PLAN, AREA A
FX112 FIRE PROTECTION 4TH FLOOR PLAN, AREA B
FX113 FIRE PROTECTION 4TH FLOOR PLAN, AREA C
FX114 FIRE PROTECTION 5TH FLOOR PLAN, AREA A
FX115 FIRE PROTECTION 5TH FLOOR PLAN, AREA B
FX116 FIRE PROTECTION 5TH FLOOR PLAN, AREA C
FX117 FIRE PROTECTION ATTIC FLOOR PLAN, AREA A
FX118 FIRE PROTECTION ATTIC FLOOR PLAN, AREA B
FX119 FIRE PROTECTION ATTIC FLOOR PLAN, AREA C
FX401 ENLARGED FIRE PROTECTION ROOM PLAN & CONCEPT FIRE PUMP SCHEDULE
FX501 FIRE PROTECTION DETAILS
FX502 FIRE PROTECTION DETAILS
FX503 FIRE PROTECTION DETAILS
FX901 FIRE PUMP ROOM ISOMETRIC VIEW
FX902 STAIRWELL RISER ISOMETRIC VIEWS
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4"
F9
F9 F11*
F11*
W
X13
BP2
W
X13
BP2
W
X72
BP2 W
X72
BP1,
TR
HSS6X
5X
3/8
BP5
HSS6X
5X
3/8
BP5
HSS6X
5X
5/1
BP5
HSS6X
5X
5/1
BP5
HSS6X
5X
3/8
BP5
HSS6X
5X
3/8
BP5
HSS6X
5X
5/1
BP5
HSS6X
5X
5/1
BP5
W
X72
BP1,
TR
W
X72
BP1,
TR
W
X13
BP2
W
X13
BP2
W
X72
BP2
W
X72
BP2
HSS6X
5X
3/8
BP5
HSS6X
5X
3/8
BP5
HSS6X
5X
5/1
BP5
HSS6X
5X
5/1
BP5
HSS4X
4X
5/1
BP4
HSS6X
6X
5/1
BP4
HSS6X
5X
3/8
BP5
HSS6X
5X
3/8
BP5
HSS6X
5X 5/1
BP5
HSS6X
5X
5/1
BP5
HSS6X
6X
5/1
BP4
HSS6X
6X
5/1
BP4
HSS4X
4X 5/1
BP4
HSS6X
5X
5/1
BP4
HSS8X
8X 5/8
BP6
HSS7X
7X
5/1
BP4 HSS7X
7X
5/1
BP4HSS7X
7X
5/1
BP4 HSS7X
7X
5/1
BP4
HSS8X
8X
5/8
BP4 HSS8X
8X
5/8
BP4HSS8X
8X
5/8
BP4 HSS8X
8X
5/8
BP4
HSS6X
5X
5/1
BP4
HSS8X
8X 5/8
BP6
HSS6X
6X
5/1
BP6 HSS6X
6X
5/1
BP6
HSS6X
6X
5/1
BP4 HSS6X
6X
5/1
BP4
W
X72
BP2 W
X72
BP1,
TR
HSS6X
6X
5/1
BP4 HSS6X
6X
5/1
BP4
HSS6X
6X
1/2
BP4
HSS6X
6X 5/1
BP4 HSS6X
6X
5/1
BP4
HSS4X
4X
5/1
BP4 HSS4X
4X
5/1
BP4
HSS6X
6X
5/1
BP4
/2
5'
3"
F9
F9 F11*
F11*
F6
F7
F7
F6
F8 F8F8F8
F6
F7
F7
F6 F5
F5x10 F5*
F4 F4
F5* F5x10 F4
F5
F5 F5
F5 F5
8"
F9 F9* F9* F9
F4
W5 W5
W5 W5
W3 W3
EX
PA
N
SI
O N
J O
IN
T
EX
PA
N
SI
O N
J O
IN
T
AR
EA
A
AR
EA
B
AR
EA
B
AR
EA
C
AREA B
AREA D
F9 F9* F9* F9F7 F7
W
X72
BP1,
TR
W
X72
BP1,
TR
W
X72
BP1,
TR
W3
W3
W3
W3 W5
W
X72
BP1,
TR
SF401
SF401
3' - 6" 3' - 6"
3'
2"
6'
0"
F5F5
W5
S
SB401
F20.3x21
SB401
12' - 1 5/8" 13' - 3" 12' - 1 5/8"
(-)1'-4" (-)1'-4"
1 1
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001 AND S-002.
2. SEE SF201 AND FOLLOWING FOR FRAME ELEVATIONS.
3. SEE SB501 AND FOLLOWING FOR FOUNDATION DETAILS.
4. SEE SB601 FOR WALL AND FOUNDATION SCHEDULES.
5. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0".
ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE
CIVIL FOR EXACT ELEVATION.
6. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS
AND WALLS, UNO.
7. F-X INDICATES FOOTING FOUNDED ON SOIL WITH AN
ALLOWABLE BEARING CAPACITY OF 5000 PSF PENDING
COMPLETION AND VERIFICATION OF SOIL IMPROVEMENT.
8. TOP OF EXT FTG = (-) 1'- 4" UNO
TOP OF INT FTG = (-) 2'- 0" UNO
9. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,
PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO
CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.
SLOPE SLAB 4'-0" DIAMETER AROUND FLOOR DRAINS
1/4" PER 12".
X CONCRETE WALL TYPE, SEE SB601
S STEPPED FOOTING, SEE SB501
S SUMP PIT, SEE SB502
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
C:\Users\K6ENXCTA\Desktop\Tele-Work Revit Projects\Ft. Gordon\Gor0402 (PN55516) BKS\FY20PN55516_BKS_STRUC_R18_TW Current.rvt3/2/2021 4:24:05 PM
D
EC
EM
BE
R
W
2H N
-2 1-
C . A
TK
IN
S
C . A
TK
IN
S
S.
B
AR
BI
N A
1-
-0
SB102
FO
U
N D
AT
IO
N P
LA
N
AR
EA
B
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T G
O R
D O
N , G
EO
R
G
IA
AI
T
BA
R
R
AC
KS
C
O M
PL
EX
, P H
FY
, P
N
VO
LU
M E
-B
AR
R
AC
KS
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TE
C
TU
R
AL
IN
TE
R
IO
R
D
ES
IG
N
A N
D F
IR
E
PR
O
TE
C
TI
O
N
J.
W
H
IT
TA
KE
R
READY TO ADVERTISE (RTA)
FOUNDATION PLAN - AREA B1
KEY PLAN
AREA CAREA BAREA A
AREA D
TRUE NORTH
0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AR
2 1
BB
CC
C.8C.8
A.2A.2
12A 13A 14A 1C 2C 3C1B
2.1B 3.1B
10B
7.9B 8.9B
AY.2AY.2
AY.3AY.3
2B
4B 7B
3B 8B
9B
B.1B.1
5B 6B
10' - 1" 10' - 4 1/8" 10' - 4" 12' - 0" 12' - 0" 10' - 4" 10' - 4 1/4" 9' - 4 1/2"
1'
4"1' - 0" 1' - 0"
13' - 1 5/8" 12' - 0" 13' - 3 1/8"A.7
8'
3/
8"
/2
/4
/2
25' - 0" 12' - 6 1/2" 12' - 6 1/2" 25' - 0"12' - 6" 12' - 6"
10" 10"
BF-1 BF-1
AY.1AY.1
/2
5'
3" 5'
3"
/2
/2
/4
/2
/2
5'
3" 5'
3"
/2
BF-3 BF-4
3'
6"
3'
6"
3D
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
W
X3
[2 2]
W
X3
[2 2]
W
X3
[2 2]
W
X3
[2 2]
W
X4
W
X4
W
X1
W
X1
W12X19 [8]
W12X19 [8]
W12X26 [8]
W12X26 [8]
W
X1
W
X1
W
X1
W
X1
[1 4]
W
X4
W
X4
W
X1
[1 4]
W
X3
[2 2]
W
X3
[2 2]
W
X1
[1 4]
W
X3
[2 2]
W
X3
[2 2]
W12X26 [8]
W12X26 [8]
W12X19 [8]
W12X19 [8]
E
1.6D
2'
9"
W12X26 [8] W12X26 [8]
W
X1
W
X1
W
X1
W
X1
W
X1
W
X1
W
X4
[1 8]
W
X4
[1 8]
W21X44 [12] W18X35W21X44 [12]
W12X26 [8] W12X26 [8]
W12X19 [8]
W
X4
[2 6]
W
X4
[2 6]
W
X4
[2 6]
W
X5
[2 6]
W12X19 [8] W
X1
[1
2] W
X1
[1
2] W
X1
[1
2]
W
X4
[2 6]
W
X5
[2 6]
W12X19 [8]
W12X19 [8]
W
X1
[1 2]
W
X1
[1 2]
W
X1
[1 2]W
X3
[2
5]
W
X3
[2 5]
W
X2
[1 8]
W16X31 [11]
W18X35 [12]
W16X31 [11]
W18X35 [12]
W
X1
[9
W
X1
[9
W8X13 W8X13
W18X35
W21X83 [42] c=1
W 8X
W 8X
W21X55
W21X55 W21X55
W21X55
W27X94
MF-1
MF-2
W27X94
MF-1
W27X94
W27X94
MF-1
MF-2
MF-1
W 8X
5.5B
D.1
SF124
SF508
AY.4AY.4
SF505
SF505
SE5"
BF-1 BF-1EX
PA
N
SI
O N
J O
IN
T
EX
PA
N
SI
O N
J O
IN
T
AR
EA
A
AR
EA
B
AR
EA
B
AR
EA
C
MF-2 MF-2
EXPANSION JOINT
DECK SPAN
DECK SPAN
DECK SPAN
DECK SPAN
DECK SPAN
SF513
SF513
SF513
SF513
SF513
SF513
SF513
SF508
SF505
SF505
SF505
SE6
1/
8"
SE6
1/
8"
SE6
1/
8"
SE6
1/
8"
SE5
1/
8"
SE5
1/
8"
SE
5"
SE5
1/
8"
SE5
1/
8"
SE
5"
SE
5"
SE
5"
SE
3"
SE
3"
SF504
SF504
SF504
SF504
B B
W5
W5 W4 W5
W5
W5
W5
W5 W5
W5 W4 W5
W12X26 [10]
W12X26 [10]
W12X26 [10]
W12X26 [10]
MB3S4
MB3S4
MB3
MB3
S4
S4
S4
S4
S4 S4
S4
S4
S4S4
8"
1 1
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001 AND S-002.
2. SEE SF201 AND FOLLOWING FOR FRAME ELEVATIONS.
3. SEE SF501 AND FOLLOWING FOR FRAMING SECTIONS AND
DETAILS.
4. TOP OF FINISHED FLOOR SLAB ELEVATION SHALL BE:
SECOND FLOOR : (+)15'-4" UNO
5. TOP OF STEEL FOR FLOOR FRAMING SHALL BE:
SECOND FLOOR: (+)14'-10" UNO
6. SECOND FLOOR FRAMING SHALL BE COMPOSITE SLAB
CONSISTING OF 3" LIGHT WEIGHT CONCRETE SUPPORTED
BY 3.0VLI18 GAUGE METAL DECK (6" TOTAL THICKNESS)
OVER COMPOSITE STEEL BEAMS. REINFORCE SLAB WITH
#4 BARS @ 16" OC EW. COMPOSITE SLAB SHALL BE
PLACED SO THAT MAXIMUM SLAB DEPTH DOES NOT
EXCEED 6" UNO.
7. PROVIDE 3/4" DIAMETER X 5" LONG HEADED SHEAR
CONNECTOR STUDS OF QUANTITY SHOWN ON PLANS.
SEE SF504 FOR SHEAR CONNECTOR STUD SPACING AND
PLACEMENT DETAILS.
8. BEAMS ARE EQUALLY SPACED BETWEEN BEAMS
LOCATED AT COLUMN LINES UNO.
9. SEE ARCHITECTURAL DRAWINGS FOR PARTITION WALL
LOCATIONS.
10. COORDINATE ALL FLOOR SLAB OPENINGS AND
PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL DRAWINGS. SLOPE SLAB
AROUND FLOOR DRAINS 1/4" PER 12"
11. PRE-FABRICATED METAL STAIRS SHALL BE DESIGNED BY
A PROFESSIONAL ENGINEER EMPLOYED BY THE STAIR
FABRICATOR. THE LANDINGS SUPPORTED THE STAIRS
HAVE BEEN DESIGNED. COORDINATE ALL DIMENSIONS
AND DETAILS WITH ARCHITECTURAL DRAWINGS.
MB# BEAM-BEAM MOMENT CONNECTION, SEE SF503
S# NON-TYPICAL SHEAR CONNECTION, SEE SF503
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
C:\Users\K6ENXCTA\Desktop\Tele-Work Revit Projects\Ft. Gordon\Gor0402 (PN55516) BKS\FY20PN55516_BKS_STRUC_R18_TW Current.rvt3/2/2021 4:19:59 PM
D
EC
EM
BE
R
W
2H N
-2 1-
C . A
TK
IN
S
C . A
TK
IN
S
S.
B
AR
BI
N A
1-
-0
SF122
SE
C
O N
D F
LO
O
R F
R
AM
IN
G
P
LA
N
AR
EA
B
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T G
O R
D O
N , G
EO
R
G
IA
AI
T
BA
R
R
AC
KS
C
O M
PL
EX
, P H
FY
, P
N
VO
LU
M E
-B
AR
R
AC
KS
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TE
C
TU
R
AL
IN
TE
R
IO
R
D
ES
IG
N
A N
D F
IR
E
PR
O
TE
C
TI
O
N
J.
W
H
IT
TA
KE
R
READY TO ADVERTISE (RTA)
SECOND FLOOR FRAMING PLAN - AREA B1
KEY PLAN
AREA CAREA BAREA A
AREA D
TRUE NORTH
0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AR
BB
CC
4A3A
C.8C.8
B.7
1A
B.6
A.2A.2
2A 5A 6A 7A 8A
C.9
A.1
B.9
B.2
9A 10A 11A 12A
BF-1 BF-1 BF-1
3' - 6 1/8"
12' - 3 7/8" 12' - 6" 25' - 0" 25' - 0" 25' - 0" 10' - 7 1/2" 23' - 5" 10' - 7 1/2" 25' - 0" 25' - 0"
/2
/4
/2
5'
3"
/2
"4'
3/
8"
9'
/8
1'
5/
8"17
/8
5'
3"
1'
0"
2'
8"
/4
/4
/4
2'
8"
5'
3"
/2
/4
/2
5'
3"
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X3
[1 2]
W
X3
[1 2]
W
X3
[1 2]
W
X3
[1 2]
W
X3
[1 2]
W
X3
[1 2]
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X3
[1 2]
W
X3
[1 2]
W
X3
[1 2]
W
X3
[1 2]
W
X2
[1 0]
W
X2
[1 8]
W
X2
[1 0]
W
X2
[1 0]
W
X2
[1 0]
W
X6
[1 2]
W
X2
[1 0]
W
X1
W
X3
W
X2
[1 0]
W
X2
[1 0]
W
X2
[1 8]
W
X2
[1 0]
W
X3
[2 0]
W
X3
[2 0]
W
X3
[2 0]
W
X1
[1 2]
W
X1
[1 2]
W
X1
[1 2]
W
X3
[2 0]
W
X4
[2 0]
W
X3
[2 0]
W8X13
W12X19 [8]
W12X26 [8] W12X26 [8]
W12X26 [8]W12X26 [8]W12X26 [8]
W
X1
A.9 W21X55
W21X55 W21X55
W21X55 W16X31 [24]
W16X31 [24]
W21X44 [18]
W21X44 [22]
W16X31 [24]
W16X31 [24] W21X55
W21X55
W27X94 W27X94
W27X94 W27X94
MF-2 MF-2
W16X67 [12]
W16X67 [12]
W27X94
W27X94
W16X67 [12]
W16X67 [12]
W27X94
W27X94
MF-2
W16X67 [12]
W18X40 [26]
HSS6X
6X
5/1
HSS6X
6X
5/1
HSS6X
6X
5/1
HSS6X
6X
5/1
HSS6X
6X
5/1
W
X72
W
X72
W
X13
W
X72
W
X72
W
X13
W
X72
W
X72
W
X45
HSS8X
8X 3/8
HSS8X
8X
3/8
W
X13
HSS8X
8X
3/8
HSS8X
8X
3/8
W
X13
W
X13
HSS8X
8X
3/8
HSS8X
8X 3/8
W
X13
W
X45
HSS8X
8X
3/8
HSS8X
8X
3/8
W
X72
W
X72
W
X13
W
X72
W
X72
W
X13
8.8A
W16X26 [18]
W
X45
W
X45
BF-1 BF-1 BF-1
AR
EA
A
AR
EA
B
MF-2 MF-2 MF-2
W
X1
[1 2]
W12X19 [8]
3' - 8 1/2"
W12X19 [8] W12X19 [8]
1'
3/
4"
DECK SPAN
DECK SPAN
DECK SPAN
DECK SPAN
1'
3/
4"
SF505
SF505SE6
1/ 8"
SE6
1/
8"
SE5
1/
8"
SE5
1/
8"
SE6
1/
8"
SE6
1/
8"
SE
5 1/8"
SE
3"
SE
5"
SE
5"
SE
5"
SE
5"
6 1/2" SE 6 1/2" SE
6 1/2" SE
SE
5"
SE
5"
SE6
1/
8"
SE6
1/
8"
W
X72
W
X72
W
X72
W
X72
W
X72
W
X72
SF505
SF505
SF504
SF504
SF401
B 7
SF511
SF504
SF504
EX
PA
N
SI
O N
J O
IN
T
EX
PA
N
SI
O
JO
T
W16X67 [10] W16X67 [10]
W12X26 [10] W16X67 [10] W12X26 [10] W12X26 [10]
W12X26 [10] W12X26 [10] W16X67 [10]
W16X67 [10]
W
X6
W14X22
SE5
1/
8"
MF-1 MF-1
MF-1 MF-1
MF-3
MF-3
MF-1
MF-1
S3 MB1 MB1
S5
S6 MB3
S3 M
B1
MB3 S6 S5 MB1
MB3
S4
MB1 S5 S6 MB3 MB3 S6
S5
MB1
SE5
1/
8"
SE5
1/
8"
SE5
1/
8"
6 1/2" SE
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001 AND S-002.
2. SEE SF201 AND FOLLOWING FOR FRAME ELEVATIONS.
3. SEE SF501 AND FOLLOWING FOR FRAMING DETAILS.
4. TOP OF FINISHED FLOOR SLAB ELEVATION SHALL BE:
THIRD FLOOR : (+)28'-0" UNO
FOURTH FLOOR : (+)40'-8" UNO
FIFTH FLOOR : (+)53'-4" UNO
5. TOP OF STEEL FOR FLOOR FRAMING SHALL BE:
THIRD FLOOR : (+)27'-6" UNO
FOURTH FLOOR : (+)40'-2" UNO
FIFTH FLOOR : (+)52'-10" UNO
6. COLUMNS SPLICE ELEVATION SHALL BE (+)32'-6". SEE
COLUMN SCHEDULES.
7. ELEVATED FLOOR FRAMING SHALL BE COMPOSITE SLAB
CONSISTING OF 3" LIGHT WEIGHT CONCRETE SUPPORTED
BY 3.0VLI18 GAUGE METAL DECK (6" TOTAL THICKNESS)
OVER COMPOSITE STEEL BEAMS. REINFORCE SLAB WITH
#4 BARS @ 18" OC EW. COMPOSITE SLAB SHALL BE
PLACED SO THAT MAXIMUM SLAB DEPTH DOES NOT
EXCEED 6" UNO.
8. PROVIDE 3/4" DIAMETER X 5" LONG HEADED SHEAR
CONNECTOR STUDS OF QUANTITY SHOWN ON PLANS.
SEE SF504 FOR SHEAR CONNECTOR STUD SPACING AND
PLACEMENT DETAILS.
9. BEAMS ARE EQUALLY SPACED BETWEEN BEAMS
LOCATED AT COLUMN LINES UNO.
10. SEE ARCHITECTURAL DRAWINGS FOR PARTITION WALL
LOCATIONS.
11. COORDINATE ALL FLOOR SLAB OPENINGS AND
PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL DRAWINGS. SLOPE SLAB
AROUND FLOOR DRAINS 1/4" PER 12"
12. PRE-FABRICATED METAL STAIRS AND CONNECTIONS TO
THE LANDINGS SHALL BE DESIGNED BY A PROFESSIONAL
ENGINEER EMPLOYED BY THE STAIR FABRICATOR. THE
LANDINGS SUPPORTED THE STAIRS HAVE BEEN DESIGNED.
COORDINATE ALL DIMENSIONS AND DETAILS WITH
ARCHITECTURAL DRAWINGS.
MB# BEAM-BEAM MOMENT CONNECTION, SEE SF503
S# NON-TYPICAL SHEAR CONNECTION, SEE SF503
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
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D
EC
EM
BE
R
W
2H N
-2 1-
C . A
TK
IN
S
C . A
TK
IN
S
S.
B
AR
BI
N A
1-
-0
SF131
TH
IR
D
FI
FT
H F
LO
O
R F
R
AM
IN
G
P
LA
N
AR
EA
A
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T G
O R
D O
N , G
EO
R
G
IA
AI
T
BA
R
R
AC
KS
C
O M
PL
EX
, P H
FY
, P
N
VO
LU
M E
-B
AR
R
AC
KS
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TE
C
TU
R
AL
IN
TE
R
IO
R
D
ES
IG
N
A N
D F
IR
E
PR
O
TE
C
TI
O
N
J.
W
H
IT
TA
KE
R
READY TO ADVERTISE (RTA)
THIRD - FIFTH FLOOR FRAMING PLAN - AREA A1
KEY PLAN
AREA CAREA BAREA A
TRUE NORTH
0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
SH
EE
T
AD
D
ED
B Y
AM
EN
D M
EN
T
M
AR
BB
CC
C.8C.8
A.2A.2
12A 13A 14A 1C 2C 3C1B 10B2B
4B 7B
3B 8B
9B
B.1B.1
5B 6B
A.7
BF-1 BF-1
25' - 0" 12' - 6 1/2" 12' - 6"
13' - 1 5/8" 12' - 0" 13' - 3 1/8"
12' - 6"
10" 10"
12' - 6 1/2" 25' - 0"
10' - 1" 10' - 4 1/8" 10' - 4" 12' - 0" 12' - 0" 10' - 4" 10' - 4 1/4" 9' - 4 1/2"
5'
3"
/2
/4
/2
5'
3"
5'
3"
/2
/4
/2
5'
3"
8'
3/
8"
BF-3 BF-4
3'
6"
3'
6"
W
X1
[1 4]
W
X1
[1 4]
W
X1
[1 4]
W
X1
W
X3
[1 2]
W
X3
[1 2]
W
X3
[2 2]
W
X3
[2 2]
W
X4
W
X4
W
X1
W
X1
W12X19 [8]
W12X19 [8]
W12X26 [8]
W12X26 [8]
W
X1
W
X1
W
X1
W
X1
[1 4]
W
X4
W
X4
W
X1
[1 4]
W
X3
[2 2]
W
X3
[2 2]
W
X1
[1 4]
W
X3
[2 2]
W
X3
[2 2]
W12X26 [8]
W12X26 [8]
W12X19 [8]
W12X19 [8]
2'
9"
W12X26 [8] W12X26 [8]
W
X1
W
X1
W
X1
W
X1
W
X1
W
X1
W
X1
[1 8]
W
X1
[1 8]
W18X35 W21X44 [12] W18X35W21X44 [12]
W12X26 [8]
W12X26 [8]
W12X19 [8]
W
X4
[2 6]
W
X4
[2 6]
W
X4
[2 6]
W
X5
[2 6]
W12X19 [8]
W
X1
[1 2]
W
X1
[1 2]
W
X1
[1 2]
W
X4
[2 6]
W
X5
[2 6]
W12X19 [8]
W12X19 [8]
W
X1
[1 2]
W
X1
[1 2]
W
X1
[1 2]W
X3
[2
5]
W
X3
[2 5]
W
X2
[1 8]
W16X31 [11]
W18X35 [12] W18X35 [12]
W
X1
[9
W
X1
[9
W8X13 W8X13 W21X83 [42] c=1 W
8X
W 8X
W21X55
W21X55
W21X55
W21X55
W27X94
W27X94
MF-2
W27X94
W27X94
MF-2
5.5B
D.1
W
X13
W
X72
W
X72
W
X13
W
X72
W
X72
HSS6X
5X 5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
W
X72
W
X72
W
X13
W
X72
W
X72
W
X13
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS8X
8X
3/8
HSS8X
8X
3/8
HSS8X
8X
3/8
HSS7X
7X
5/1
HSS7X
7X
5/1
HSS7X
7X
5/1
HSS8X
8X
3/8
HSS7X
7X
5/1
HSS8X
8X
3/8
HSS6X
5X
5/1
HSS8X
8X
3/8
HSS6X
5X 5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
5X
5/1
HSS6X
6X
5/1
W 8X
1'
3/
8"
SF505
SF505
W16X31 [11]
BF-1 BF-1EX
PA
N
SI
O N
J O
IN
T
EX
PA
N
SI
O N
J O
IN
T
AR
EA
A
AR
EA
B
AR
EA
B
AR
EA
C
MF-2 MF-2
DECK SPAN
DECK SPAN
DECK SPAN
DECK SPAN
DECK SPAN
SF513
SF513
SF513
SF508
SF513
SF513
SF508
SF513
SF505
SF505
SF505
SF505
SF504
SF504
SF504
SF504
SE6
1/
8"
SE6
1/
8"
SE6
1/
8"
SE6
1/
8"
SE5
1/
8"
SE5
1/
8"
SE
5"
SE5
1/
8"
SE5
1/
8"
SE
5"
SE
5"
SE
5"
SE
3"
SE
3"
B B
W5
W4W5 W5
W5
W5
W5
W5
W5
W5 W4 W5
SF401
W12X26 [10]
W12X26 [10] W12X26 [10]
W12X26 [10]
W
X72
W
X72
W
X72
W
X72
MF-1
MF-1
MF-1
MF-1
MB3S4
MB3S4
MB3
MB3
S4
S4
S4
S4
S4 S4
S4
S4
S4 S4
SE5"
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001 AND S-002.
2. SEE SF201 AND FOLLOWING FOR FRAME ELEVATIONS.
3. SEE SF501 AND FOLLOWING FOR FRAMING DETAILS.
4. TOP OF FINISHED FLOOR SLAB ELEVATION SHALL BE:
THIRD FLOOR : (+)28'-0" UNO
FOURTH FLOOR : (+)40'-8" UNO
FIFTH FLOOR : (+)53'-4" UNO
5. TOP OF STEEL FOR FLOOR FRAMING SHALL BE:
THIRD FLOOR : (+)27'-6" UNO
FOURTH FLOOR : (+)40'-2" UNO
FIFTH FLOOR : (+)52'-10" UNO
6. COLUMNS SPLICE ELEVATION SHALL BE (+)32'-6". SEE
COLUMN SCHEDULES.
7. ELEVATED FLOOR FRAMING SHALL BE COMPOSITE SLAB
CONSISTING OF 3" LIGHT WEIGHT CONCRETE SUPPORTED
BY 3.0VLI18 GAUGE METAL DECK (6" TOTAL THICKNESS)
OVER COMPOSITE STEEL BEAMS. REINFORCE SLAB WITH
#4 BARS @ 18" OC EW. COMPOSITE SLAB SHALL BE
PLACED SO THAT MAXIMUM SLAB DEPTH DOES NOT
EXCEED 6" UNO.
8. PROVIDE 3/4" DIAMETER X 5" LONG HEADED SHEAR
CONNECTOR STUDS OF QUANTITY SHOWN ON PLANS.
SEE SF504 FOR SHEAR CONNECTOR STUD SPACING AND
PLACEMENT DETAILS.
9. BEAMS ARE EQUALLY SPACED BETWEEN BEAMS
LOCATED AT COLUMN LINES UNO.
10. SEE ARCHITECTURAL DRAWINGS FOR PARTITION WALL
LOCATIONS.
11. COORDINATE ALL FLOOR SLAB OPENINGS AND
PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL DRAWINGS. SLOPE SLAB
AROUND FLOOR DRAINS 1/4" PER 12"
12. PRE-FABRICATED METAL STAIRS AND CONNECTIONS TO
THE LANDINGS SHALL BE DESIGNED BY A PROFESSIONAL
ENGINEER EMPLOYED BY THE STAIR FABRICATOR. THE
LANDINGS SUPPORTED THE STAIRS HAVE BEEN DESIGNED.
COORDINATE ALL DIMENSIONS AND DETAILS WITH
ARCHITECTURAL DRAWINGS. SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
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D
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EM
BE
R
W
2H N
-2 1-
C . A
TK
IN
S
C . A
TK
IN
S
S.
B
AR
BI
N A
1-
-0
SF132
TH
IR
D
FI
FT
H F
LO
O
R F
R
AM
IN
G
P
LA
N
AR
EA
B
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T G
O R
D O
N , G
EO
R
G
IA
AI
T
BA
R
R
AC
KS
C
O M
PL
EX
, P H
FY
, P
N
VO
LU
M E
-B
AR
R
AC
KS
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TE
C
TU
R
AL
IN
TE
R
IO
R
D
ES
IG
N
A N
D F
IR
E
PR
O
TE
C
TI
O
N
J.
W
H
IT
TA
KE
R
READY TO ADVERTISE (RTA)
THIRD - FIFTH FLOOR FRAMING PLAN - AREA B1
KEY PLAN
AREA CAREA BAREA A
TRUE NORTH
0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AR
SUPPORT FASTENERS
LAP FASTENERS
METAL DECK
METAL DECK
GAGE
MOMENT OF INERTIA OF STEEL
SECTION, Ip (IN4)
SECTION MODULUS OF STEEL
SECTION POSITIVE BENDING, Sp (IN3)
0.289
0.318
(ROOF DECK) - 1.5 TYPE B (FLOOR DECK) - 3VLI
MINIMUM PROPERTIES OF METAL DECK
1.254
0.770
MOMENT OF INERTIA OF STEEL
SECTION, In (IN4) 0.295 1.252
SECTION MODULUS OF STEEL
SECTION POSITIVE BENDING, Sn (IN3) 0.327 0.797
0.201
0.234
0.222
0.247
0.024
0.070
0.024
0.070
(LANDING)-
0.6 C
0.155
0.186
0.183
0.192
PL2x2x3/16 EACH
SIDE OF JOIST
NOTES:
1. THIS DETAIL APPLIES FOR HANGER LOADS GREATER THAN 100 LBS NOT LOCATED AT PANEL POINTS.
2. CONCENTRATED LOADS GREATER THAN 250 LBS SHALL NOT BE APPLIED TO JOISTS AT ANY POINT
UNLESS SPECIFICALLY NOTED.
3. DO NOT SUSPEND ANY LOAD FROM BRIDGING.
4. SIMILAR DETAIL APPLIES FOR CONCENTRATED LOADS FROM ABOVE.
1/8
L2x2x3/16 EACH
SIDE OF JOIST
L5X3X1/4 (LLV)
A A
L4X4X3/8X0'-8"
L4X4X1/4 FRAME,
SIZED FOR OPENING
L5X3X1/4 (LLV)
L4X4X3/8
STEEL JOIST
SECTION
A - A
1/ 2"
T
YP
STEEL JOIST
3/16 3/16
TYP
1/4
TYP
3/16
TYP
CRIPPLED HSS,
SEE PLAN
STEEL BEAM, SEE PLAN
PERIMETER DECK
EDGE FRAMING,
SEE 4/SF511
L7X4X3/8 x 5" LONG, EA SIDE OF CRIPPLED HSS
2' - 0"
1'
4"
3/16
WELD (3) SIDES,
TYP
3/16 3/16
METAL ROOF DECK,
SEE PLAN
1/2x4-3/8x7" PLATE
SHELF ANGLE,
SEE 2/S505
SHELF ANGLE,
SEE 2/SF505
1/2x7x7" PLATE
COLUMN, SEE PLAN
EDGE ANGLE,
SEE 2/SF505
EDGE ANGLE,
SEE 2/S505
MITER SHELF ANGLES
AT CORNERS
1/4 1/4
1/4 1/4
1/4 1/4
STEEL ANGLE LINTEL
2 LAYERS 30#
BLDG FELT ON TOP
AND BOTTOM OF
HORIZONTAL
ANGLE LEG FOR
LENGTH OF
BEARING
ELEVATION AT BRICK LINTEL
B/LINTEL
SEE ARCH
STEEL ANGLE LINTEL
SCHEDULE FOR BRICK VENEER
CLEAR SPAN ANGLE SIZE
0'-0" - 4'-0" L6x4x5/16
NOTES:
1. PROVIDE 8" BEARING EACH END OF ANGLE. DO NOT USE BLDG FELT
AT NON-CONTROL JOINT LOCATIONS.
2. FOR EXACT SIZE AND LOCATION OF ALL WALL OPENING, COORDINATE
WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL
DRAWINGS.
3. STEEL ANGLE LINTEL SCHEDULE APPLIES ONLY TO ANGLE LINTELS
NOT OTHERWISE SHOWN ON THE DRAWINGS.
4. STEEL ANGLE LINTELS IN EXTERIOR WALLS SHALL BE HOT-DIPPED
GALVANIZED.
BRG
8"CLEAR SPAN
TYPICAL SECTION AT OPENINGS
GALVANIZED STEEL ANGLE
LINTEL, SEE SCHEDULE
RIGID INSULATION,
SEE ARCH
BRICK VENEER,
SEE ARCH
6'-4" - 10'-0" L8x4x3/4 4'-0" - 6'-4" L6x4x7/16
GALVANIZED NON-STRUCTURAL
CLOSURE ANGLE, SEE ARCH
SHEATHING,
SEE ARCH
CFS WALL BY CFS MNFR
CFS HEADER BY CFS MNFR
1/4x6" X 3' LONG PLATE, EACH SIDE OF RIDGE
PERSONAL FALL ARREST ANCHORAGE SYSTEM
BY CONTRACTOR'S VENDOR. LOCATE MID-SPAN
BTWN TRUSSES.
TRUSS TOP CHORD,
BEYOND
HSS4x4x1/4 SPANNING BTWN
CRIPPLED C8X11.5
3/16
A-A
METAL DECK NOT SHOWN FOR CLARITY
CRIPPLED C8X11.5 X 6' LONG MIN
(6/12 SLOPE)
A-A
SECTION A-A
3/16 2-12 3/16 2-12
TRUSS TOP CHORD
1/4x6" X 3' LONG PLATE, EACH SIDE OF RIDGE
HSS4x4x1/4
#12 SCREWS @ 3" OC
#12 SCREWS @ 3" OC
CRIPPLED C8X11.5
PERSONAL FALL ARREST ANCHORAGE SYSTEM SHALL BE A DELAGATED DESIGN AND INSTALLATION
SYSTEM PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH:
OSHA 1910.66, APPENDIX C, - PERSONAL FALL ARREST SYSTEM
AMERICAN NATIONAL STANDARDS INSTITUTE: ANSI Z 359 – FALL PROTECTION CODE
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO SCALE FOR THE FALL ARREST SYSTEM INCLUDING
THE FOLLOWING:
a. INCLUDE DETAILS FOR EACH SPECIFIED PRODUCT TO INDICATE MATERIALS, DIMENSIONS, ACCESSORIES, RATED LOAD, AND ULTIMATE LOAD. DETAILS SHALL CLEARLY INDICATE
ATTACHMENT TO BUILDING STRUCTURE AND WELDS SHALL BE INDICATED BY AWS WELDING
SYMBOLS, DISTINGUISHING BETWEEN SHOP AND FIELD WELDS, AND SHOW SIZE, LENGTH
ANDTYPE OF EACH WELD. INCLUDE NOTES TO INDICATE D PROPER USE OF THE SYSTEM.
b. DRAWINGS SHALL BEAR THE SEAL OF THE SUPERVISING PROFESSIONAL ENGINEER.
PROFESSIONAL ENGINEER SHALL BE LICENSED IN THE JURISDICTION WHERE THE PROJECT
IS LOCATED.
c. DRAWINGS SHALL SPECIFY THE DESIGN ANCHORAGE LOADS THAT WILL BE APPLIED TO THE
STRUCTURAL ELEMENTS OF THE ROOF.
FALL ARREST SYSTEM INSTALLER SHALL PROVIDE TESTING AND CERTIFICATION OF THE SYSTEM
THE CONTRACTOR MAY SUBMIT FOR APPROVAL AN ALTERNATIVE OSHA APPROVED FALL PROTECTION SYSTEM IN LIEU OF THE RIGID POST SINGLE POINT ANCHOR SYSTEM SHOWN. PROVIDE CALCULATIONS DEMONSTRATING THE FALL PROTECTION SYSTEM AND STRUCTURAL SUPPORT FRAMING MEETS THE OSHA REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STRUCTURAL FRAMING
REQUIRED, IF THE SUPPORT FRAMING DETAILED IS NOT UTILIZED.
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
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A-500
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A-310
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DOOR TAG - REFER TO A-600 SERIES FOR DOOR SCHEDULE
WINDOW TAG - REFER TO A-605 FOR WINDOW TYPES
LOUVER TAG - REFER TO A-606 FOR LOUVER TYPES
EWC ELECTRIC WATER COOLER
FD FLOOR DRAIN
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FEC FIRE EXTINGUISHER CABINET
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2 3 4 5 6 7 8 9 10
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SCALE: 1/8" = 1' - 0"
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WALL TAG - REFER TO A - 002 & A-003 FOR PARTITION TYPES
DOOR TAG - REFER TO A-600 SERIES FOR DOOR SCHEDULE
WINDOW TAG - REFER TO A-605 FOR WINDOW TYPES
LOUVER TAG - REFER TO A-606 FOR LOUVER TYPES
EWC ELECTRIC WATER COOLER
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
EJ EXPANSION JOINT
CJ CONTROL JOINT
PLAN LEGEND
L#
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D
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SCALE: 1/8" = 1' - 0"
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EF13
EF13
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EF13
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W8 W8
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6" EXP JT 6" EXP JT
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S6E
C1C1
C1
C1
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S6E
S6E
S6F
S6E
S6F
A-606
Sim
A-202
NOTE:
SEE DOOR SCHEDULE ON SHEET A-601 FOR TYPICAL DOORS IN SLEEPING UNITS
AND PLT SGT DOORS THAT ARE NOT TARGETED ON THIS DRAWING
W1
L
M
N
P
A-602
WALL TAG - REFER TO A - 002 & A-003 FOR PARTITION TYPES
DOOR TAG - REFER TO A-600 SERIES FOR DOOR SCHEDULE
WINDOW TAG - REFER TO A-605 FOR WINDOW TYPES
LOUVER TAG - REFER TO A-606 FOR LOUVER TYPES
EWC ELECTRIC WATER COOLER
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
EJ EXPANSION JOINT
CJ CONTROL JOINT
PLAN LEGEND
L#
SHEET ID
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KEY PLAN
AREA CAREA BAREA A
AREA D
0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
PLAN NORTH
KEY PLAN - NORTH ARROWS & DRAWING SCALESECOND FLOOR PLAN AREA B1
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2000C
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C
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AR
EA
C
AR
EA
B
AR
EA
C
AR
EA
A
AR
EA
B
AR
EA
A
AR
EA
B
11' - 0" 25' - 10" 14' - 6" 25' - 10" 11' - 0"
3' - 4" 7' - 7 7/8" 3' - 4" 4' - 2 1/2" 5' - 1 5/8" 3' - 4" 9' - 4" 3' - 4"
3' - 4"4' - 8" 9' - 4" 3' - 4" 9' - 4" 3' - 4" 3' - 4" 9' - 4" 3' - 4" 4' - 8"
2000B
6" 12' - 3 7/8" 6" 11' - 6" 6" 37' - 1 3/8" 6" 11' - 10 3/4" 6" 12' - 1 1/4" 6"
1'
0"
/4
6"
8'
5/
8" 3'
3"
8"
6" 9'
7/ 8"
6" 4'
3/ 8"
1'
0"
/4
6"
/8
8"
5/
8"
7'
3/
4" 8"
8"
/8
6"
9'
/4
8"
8"
12' - 4 5/8"
8"
11' - 6"
8"
12' - 6 1/8"
8"
11' - 10 1/2" 1' - 0" 11' - 4 3/8" 1' - 0" 11' - 10 1/2"
OPEN TO BELOW
4' - 3" 3' - 4" 4' - 9 3/4" 6"
4' - 4 1/2" 3' - 4" 4' - 2 3/8" 5' - 1 5/8"
4' - 8" 4' - 8"
4' - 5" 4"4' - 11 1/4" 3' - 4" 30' - 10 1/2" 34' - 0 1/2" 27' - 4"
7' - 2 1/4" 23' - 2 3/4" 13' - 0 5/8" 13' - 7 1/4" 13' - 2 1/8" 23' - 1 1/4"
3' - 4" 9' - 4" 3' - 4" 9' - 4" 3' - 4" 7' - 7" 3' - 4" 7' - 3 1/8"
6" EXP JT6" EXP JT
6" EXP JT 6" EXP JT
12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6"12' - 6"
1 7/8" 6" 2 1/8" 2 1/4"
6" 2"
NOTE:
SEE DOOR SCHEDULE ON SHEET A-601 FOR TYPICAL DOORS IN SLEEPING UNITS
AND PLT SGT DOORS THAT ARE NOT TARGETED ON THIS DRAWING
L
M
N
P
13' - 3" 1' - 6" 5' - 2" 1' - 6" 10' - 6" 1' - 6" 10' - 6" 1' - 6" 5' - 2" 1' - 6"
ALIGN ALIGN
WALL TAG - REFER TO A - 002 & A-003 FOR PARTITION TYPES
DOOR TAG - REFER TO A-600 SERIES FOR DOOR SCHEDULE
WINDOW TAG - REFER TO A-605 FOR WINDOW TYPES
LOUVER TAG - REFER TO A-606 FOR LOUVER TYPES
EWC ELECTRIC WATER COOLER
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
EJ EXPANSION JOINT
CJ CONTROL JOINT
PLAN LEGEND
L#
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
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IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
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N N
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U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
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R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
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D
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BE
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LA
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B
SA
VA
N N
AH
D
IS
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W . O
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A
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IV
AN
READY TO ADVERTISE (RTA)
SECOND FLOOR PLAN AREA B1
KEY PLAN
AREA CAREA BAREA A
AREA D
PLAN NORTH
KEY PLAN - NORTH ARROWS & DRAWING SCALE0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AR
0 2
A-313
3PN
3PN
2PN
2PN
3PN
3PN
STORAGE
3000A
TR
TR
LUGGAGE
ELECTRICAL
LOBBY
PLT SGT
MECH
3079B
MECH
3079C
MECH
3079A
MECH
3079E
MECH
3079D
CORRIDOR
MECH
3080A
MECH
3080B
MECH
3080C
MECH
3080D
MECH
3080E
2PN
2PN
3PN
3PN
3PN
3PN
2PN
PLT SGT
STAIRS
STAIRS
A-302
2PN
A-301
E
D
C
B
A
3000A
302303
3000C
3000B
C
B
E
D
A-304
AR
EA
B
AR
EA
C
AR
EA
B
AR
EA
C
AR
EA
B
AR
EA
B
AR
EA
A
AR
EA
A
A-422
A-422
A-312
W1
W1
W1
W1
EF12 W1
W1
EF13
EF1 W1
EF1
EF2
EF13
EF13
EF13 EF2
EF1
W1 EF1 W1
EF13
W1 EF12
EF12W1
W1EF1W1
C1E
C1DEF1
C1D
C1E
W1EF1W1
EF13
EF12 W1
S6F
S6F S6F S6F
S6E
S6E
S6E
S6E
SW2 SW2
SW2
S6B S6B
SW2
SW2
SW2
S6E
S6E
C1C1
EF13
W9 W9
W8 W8 W8
W9 W9
W8 W8
5.5B
A-209 1 A-2092
SKYLIGHT
6" EXP JT
6" EXP JT
6" EXP JT6" EXP JT
PARAPET WALL BELOW
PARAPET WALL BELOW
A
A-202
NOTE:
SEE DOOR SCHEDULE ON SHEET A-601 FOR TYPICAL DOORS IN SLEEPING UNITS
AND PLT SGT DOORS THAT ARE NOT TARGETED ON THIS DRAWING
L
M
N
K
WALL TAG - REFER TO A - 002 & A-003 FOR PARTITION TYPES
DOOR TAG - REFER TO A-600 SERIES FOR DOOR SCHEDULE
WINDOW TAG - REFER TO A-605 FOR WINDOW TYPES
LOUVER TAG - REFER TO A-606 FOR LOUVER TYPES
EWC ELECTRIC WATER COOLER
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
EJ EXPANSION JOINT
CJ CONTROL JOINT
PLAN LEGEND
L#
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
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N N
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U .S
. A R
M Y
C O
R
PS
O F
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G
IN
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R S
C H
EC
KE
D B
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US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
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D
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F
G
2 3 4 5 6 7 8 9 10
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3/2/2021 3:58:31 PM
D
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BE
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2H N
-2 1-
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M . P
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L
M . P
O W
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L
S.
B
AR
BI
N A
1-
-0
A-113
TH
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D F
LO
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R P
LA
N
A R
EA
B
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T G
O R
D O
N , G
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R
G
IA
AI
T
BA
R
R
AC
KS
C
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PL
EX
, P H
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, P
N
,V O
LU
M
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-B
AR
R
AC
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(S
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F
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PR
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C
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P.
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U
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IV
AN
READY TO ADVERTISE (RTA)
KEY PLAN
AREA CAREA BAREA A
AREA D
0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
PLAN NORTH
KEY PLAN - NORTH ARROWS & DRAWING SCALETHIRD FLOOR AREA B1
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AR
0 2
12A 13A 14A 1B 2B 3B 4B
A.7
5B 6B2.1B 3.1B 7.9B 9B8B7B 2C 3C1C10B
A
A.2
B
B.6
B.7
C
C.8
A.1
B.2
B.9
C.9
8.9B
5.5B
D
3PN
3PN
2PN
2PN
3PN
3PN
STORAGE
3000A
TR
TR
LUGGAGE
ELECTRICAL
LOBBY
PLT SGT
MECH
3079B
MECH
3079C
MECH
3079A
MECH
3079E
MECH
3079D
CORRIDOR
MECH
3080A
MECH
3080B
MECH
3080C
MECH
3080D
MECH
3080E
2PN
2PN
3PN
3PN
3PN
3PN
2PN
PLT SGT
STAIRS
STAIRS
2PN
E
D
C
B
A
3000A
302303
3000C
3000B
C
B
E
D
AR
EA
B
AR
EA
C
AR
EA
B
AR
EA
C
AR
EA
B
AR
EA
B
AR
EA
A
AR
EA
A
9' - 4" 3' - 4"
9' - 4" 3' - 4"
9' - 4" 3' - 4" 9' - 4" 3' - 4" 7' - 8" 3' - 4"
9' - 4" 3' - 4" 9' - 4" 3' - 4" 9' - 8" 3' - 4" 3' - 4" 9' - 8" 3' - 4" 9' - 4" 3' - 4" 9' - 4" 3' - 4"
3' - 4" 7' - 8" 3' - 4" 9' - 4" 3' - 4" 9' - 4" 3' - 4" 4' - 8"
6" 12' - 3 7/8" 6" 11' - 6"
6" 37' - 1 3/8" 6" 11' - 10 3/4" 6" 12' - 1 1/4" 6"
8"
/8
6"
/4
1'
0"
1'
0"
/4
6"
/8
8"
1'
0" 4'
2"
6"
/4
6"6"
9'
7/
8"
6"
4'
3/
8"
11' - 10 1/2" 1' - 0"
11' - 4 3/8" 1' - 0"
11' - 10 1/2"
4' - 8"
4' - 8"
4' - 8"
7' - 2 1/8" 11' - 3 3/4" 3' - 4"
1' - 6"
3' - 4" 3' - 9" 4' - 3" 6' - 8" 5' - 8" 6' - 8" 5' - 8" 6' - 8" 4' - 3" 23' - 1 1/4" 7' - 2 1/4"
39' - 10"
3' - 6 3/4" 27' - 4" 34' - 0 1/2" 27' - 4" 4' - 3 1/4"
8'
3/
8"
6'
1/
4"
6" EXP JT
6" EXP JT
6" EXP JT6" EXP JT
12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6"12' - 6"
1' - 5 1/2"
6' - 8" 18' - 6" 6' - 8"
9"
1 7/8" 6" 2 1/8" 2 1/4"
6" 2"
A
A-202
NOTE:
SEE DOOR SCHEDULE ON SHEET A-601 FOR TYPICAL DOORS IN SLEEPING UNITS
AND PLT SGT DOORS THAT ARE NOT TARGETED ON THIS DRAWING
19' - 11"
K
L
M
N
WALL TAG - REFER TO A - 002 & A-003 FOR PARTITION TYPES
DOOR TAG - REFER TO A-600 SERIES FOR DOOR SCHEDULE
WINDOW TAG - REFER TO A-605 FOR WINDOW TYPES
LOUVER TAG - REFER TO A-606 FOR LOUVER TYPES
EWC ELECTRIC WATER COOLER
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
EJ EXPANSION JOINT
CJ CONTROL JOINT
PLAN LEGEND
L#
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
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D
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BE
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2H N
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M . P
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L
M . P
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L
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B
AR
BI
N A
1-
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A-113A
TH
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D F
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SI
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N P
LA
N
A R
EA
B
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T G
O R
D O
N , G
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R
G
IA
AI
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BA
R
R
AC
KS
C
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PL
EX
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,V O
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AR
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PR
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P.
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U
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IV
AN
READY TO ADVERTISE (RTA)
THIRD FLOOR AREA B1
KEY PLAN
AREA CAREA BAREA A
AREA D
0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
PLAN NORTH
KEY PLAN - NORTH ARROWS & DRAWING SCALE
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AR
0 2
LOBBY
4000LUGGAGE
TR
TR
ELECTRICAL
MECH
4079D
MECH
4079B
MECH
4079E
MECH
4079CMECH
4079A
MECH
4080BMECH
4080D
MECH
4080E
MECH
4080C
MECH
4080A
STORAGE
4000A
2PN
3PN
PLT SGT
2PN
3PN
3PN
3PN
2PN
3PN
3PN
2PN
2PN
3PN
3PN
STAIRS
STAIRS
A-302
A-301
2PN
AR
EA
C
AR
EA
B
AR
EA
B
AR
EA
A
AR
EA
C
AR
EA
B
AR
EA
B
AR
EA
A
A-304
B
C
E
D
CORRIDOR
4000A
402403
4000C
4000B
A
C
B
D
E
PLT SGT
A-422
A-422
A
A-312
EFS
EFS2
EFS4
EFS4
EFS4
EFS2
EFS
W1 W1
W1W1
W1EFS3
EFS4 W1 EFS W1 W1 W1EFS
EFS4
W1 EFS3 W1
W1EFS3W1
EFS4W1EFSW1C1E
C1D
EF1
C1D
C1EW1EFSW1
EFS4
W1EFS3
W9 W9 W9 W9
W8 W8 W8
W8 W8
SW2SW2SW2 SW2 SW2 SW2
W8
S6E
S6E
6" EXP JT 6" EXP JT
6" EXP JT
6" EXP JT
OPEN TO BELOW
LOW PARTITION WALL SEE 2/A-312
NOTE:
SEE DOOR SCHEDULE ON SHEET A-601 FOR TYPICAL DOORS IN SLEEPING UNITS
AND PLT SGT DOORS THAT ARE NOT TARGETED ON THIS DRAWING
K
L
M
N
WALL TAG - REFER TO A - 002 & A-003 FOR PARTITION TYPES
DOOR TAG - REFER TO A-600 SERIES FOR DOOR SCHEDULE
WINDOW TAG - REFER TO A-605 FOR WINDOW TYPES
LOUVER TAG - REFER TO A-606 FOR LOUVER TYPES
EWC ELECTRIC WATER COOLER
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
EJ EXPANSION JOINT
CJ CONTROL JOINT
PLAN LEGEND
L#
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
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3/4/2021 10:07:28 AM
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BE
R
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2H N
-2 1-
B-
M . P
O W
EL
L
M . P
O W
EL
L
S.
B
AR
BI
N A
1-
-0
A-116
FO
U
R
TH
F
LO
O R
P
LA
N A
R
EA
B
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T G
O R
D O
N , G
EO
R
G
IA
AI
T
BA
R
R
AC
KS
C
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PL
EX
, P H
FY
, P
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M
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AR
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KS
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F
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PR
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C
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P.
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U
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IV
AN
READY TO ADVERTISE (RTA)
KEY PLAN
AREA CAREA BAREA A
AREA D
0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"
PLAN NORTH
KEY PLAN - NORTH ARROWS & DRAWING SCALEFOURTH FLOOR PLAN AREA B1
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AR
0 2
5B 6B2.1B 3.1B 7.9B 9B8B7B 2C 3C1C10B
A
A.2
B
B.6
B.7
C
C.8
A.1
B.2
B.9
C.9
8.9B
5.5B
D
LOBBY
4000LUGGAGE
TR
TR
ELECTRICAL
MECH
4079D
MECH
4079B
MECH
4079E
MECH
4079CMECH
4079A
MECH
4080BMECH
4080D
MECH
4080E
MECH
4080C
MECH
4080A
STORAGE
4000A
2PN
3PN
PLT SGT
2PN
3PN
3PN
3PN
2PN
3PN
3PN
2PN
2PN
3PN
3PN
STAIRS
STAIRS
2PN
AR
EA
C
AR
EA
B
AR
EA
B
AR
EA
A
AR
EA
C
AR
EA
B
AR
EA
B
AR
EA
A
B
C
E
D
CORRIDOR
4000A
402403
4000C
4000B
A
C
B
D
E
9' - 4"
9' - 4"
4' - 8"
3' - 4" 7' - 8" 3' - 4" 9' - 4" 3' - 4" 9' - 4" 3' - 4"
4' - 8"
4' - 3" 6' - 8" 5' - 8" 6' - 8" 5' - 8" 6' - 8" 4' - 3"3' - 4" 9' - 4" 3' - 4" 9' - 4" 3' - 4" 7' - 8" 3' - 4"
PLT SGT
3' - 4" 3' - 9" 3' - 9" 3' - 4"
1' - 6"
3' - 4"
3' - 4" 9' - 4" 3' - 4" 9' - 4" 3' - 4" 9' - 8" 3' - 4" 3' - 4" 9' - 8" 3' - 4" 9' - 4 1/4" 3' - 4" 9' - 4" 3' - 4"6' - 8" 18' - 6" 6' - 8"
4' - 8"
A
6" 12' - 3 7/8" 6" 11' - 6 3/4" 6" 37' - 0 1/2" 6" 11' - 10 3/4" 6" 12' - 1 1/4" 6"
5/
8"
8"
/8
6"
/4
1'
0"
5/
8"
8"
/8
6"
/4
1'
0"
4'
2" 6"
/4
6"6" 9'
7/ 8"
6" 4'
3/ 8"
11' - 9 3/4" 1' - 0" 11' - 4 3/8" 1' - 0"11' - 10 1/2"
9" 27' - 4" 4' - 3"3' - 6 3/4" 27' - 4" 1' - 5 1/2"
7' - 2 1/8" 11' - 3 3/4" 3' - 4"
1' - 6"
11' - 2 1/4" 7' - 2 1/4"
4' - 8"
4' - 8"
8'
3/
8"
8'
3/
8"
6'
1/
4"
6'
3/
8"
6" EXP JT 6" EXP JT
6" EXP JT
6" EXP JT
12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6"12' - 6"
1 7/8" 6"
2 1/8" 2 1/4"
6"
2 1/4"
NOT…
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