W912HN-21-B-3003_DRAWINGS_VOL2_AMD3.pdf
PDF 18 MB Posted
- Solicitation number
- W912HN21B3003
About this file
This solicitation is for the construction of a battalion sized Advanced Individual Training Complex at Fort Gordon, including barracks, company operations facilities, and supporting site development and utilities. The scope of work involves constructing facilities for 600 soldiers with 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 project magnitude is between $25-100 million. The acquisition will use FAR Part 14 sealed bidding procedures. The Department of the Army Corps of Engineers Engineering District Savannah is the contracting agency. The period of performance is 720 calendar days.
View the file
Other files
Show 40 more
Latest 50 of 58 listed here. See the rest on GovTribe.
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
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J
H A
IR
E
J
M C
T
IE
R N
A N
S
B A
R B
IN
A
D E
C E
M B
E R
F O
R T G
O R
D O
N
G E
O R
G
IA
A
IT
B
A R
R A
C K
S C
O M
P L E
X P
H
F Y P
N
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps k6enxjlh
31-MAR-2021 15:40
C:\Users\k6enxjlh\Desktop\Projects\ProjectWise_Projects\Gor0409\08_AMD3\PDF\Volume 2 (BKS S,A,I & F)\gjdgi001V2ix.dgn
C A
T E
G O
R Y C
O D
E
-2
-0
GI001
IN
D
E X O
F D
R A
W
IN
G S g jd g i0
V ix .d g n
J
H A
IR
E V
O L
U M
E B
A R
R A
C K
S S
T R
U C
T U
R A
L
A R
C H
IT
E C
T U
R A
L
IN
T
E R
IO
R D
E S
IG
N A
N D F
IR
E P
R O
T E
C T
IO
N
READY TO ADVERTISE (RTA)
M A
R
M A
R
SHEET ID.
INDEX OF DRAWINGS
D E
S C
R
IP
T
IO
N
W
O G
L E
T H
O R
P E A
V E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H D
IS
T R
IC
T
S A
V A
N N
A H
G A
SHEET ID. TITLESHEET ID.
TITLETITLE
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
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
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
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 SHEET DELETED
SF132A THIRD - FOURTH FLOOR FRAMING PLAN - AREA B
SF132B 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
SF402 ENLARGED PLANS
SF403 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
SF516 FRAMING DETAILS
SF517 FRAMING DETAILS
SF518 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
N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J
H A
IR
E
J
M C
T
IE
R N
A N
S
B A
R B
IN
A
D E
C E
M B
E R
F O
R T G
O R
D O
N
G E
O R
G
IA
A
IT
B
A R
R A
C K
S C
O M
P L E
X P
H
F Y P
N
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps k6enxjlh
31-MAR-2021 09:48
C:\Users\k6enxjlh\Desktop\Projects\ProjectWise_Projects\Gor0409\08_AMD3\PDF\Volume 2 (BKS S,A,I & F)\gjdgi001V2ix.dgn
C A
T E
G O
R Y C
O D
E
-2
-0
GI002
IN
E X O
F D
R A
W
IN
G S g jd g i0
V ix .d g n
J
H A
IR
E V
O L
U M
E B
A R
R A
C K
S S
T R
U C
T U
R A
L
A R
C H
IT
E C
T U
R A
L
IN
T
E R
IO
R D
E S
IG
N A
N D F
IR
E P
R O
T E
C T
IO
N
READY TO ADVERTISE (RTA)
M A
R
M A
R
SHEET ID.
INDEX OF DRAWINGS
D E
S C
R
IP
T
IO
N
W
O G
L E
T H
O R
P E A
V E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
V A
N N
A H D
IS
T R
IC
T
S A
V A
N N
A H
G A
SHEET ID. TITLESHEET ID.
TITLETITLE
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
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
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
FA117 FIRE ALARM AND MNS - ATTIC
FA401 FIRE ALARM AND MNS ENLARGED MODULE PLAN
FA501 FIRE ALARM AND MNS DETAILS
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
DD
AA
BB
CC
C.8C.8
A.2A.2
12A 13A 14A 1C 2C 3C 25' - 0" 12' - 6 1/2"
/2
/4
/2
12' - 6 1/2" 25' - 0" 1B
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
SB503
A.7A.7
BF-1 BF-1
BF-1 BF-1
10"
12' - 6"
11' - 0" 12' - 10 1/4" 13' - 1 5/8"
8 3/4" 8 3/4"
12' - 6"
10"
5'
4"
1'
4"
AY.1AY.1
5'
1/
8"
11' - 0 5/8"
1"
11' - 0 5/8"
1"
1/ 2"
1'
3/
8"
/2
/4
/2
/2
5'
3" 5'
3"
/2
5'
3"
/2
3D
7'
6"
BF B1.1-1 BF B1.1-2
EXPANSION JOINT
E
1.6D
/8
1/
8"
2.7D
5.5B
D.1
2.2D
AY.4AY.4
12' - 0" 13' - 3 1/8" 12' - 8 7/8" 11' - 0"
5'
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
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"
7'
F5F5
W5
S
SB401
F20.3x30
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.rvt3/30/2021 6:30:29 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
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
SUPPORT FOR WELDED
WIRE FABRIC
4" CAPILLARY BARRIER
CONCRETE SLAB-ON-GRADE
WELDED WIRE FABRIC (WWF)
10 MIL VAPOR RETARDER
FF
T
COMPACTED SUBGRADE
3/4" CHAMFER, TYP
#4 @ 12" OC EW
FACE OF EQUIPMENT
1/2" PREMOLDED
JOINT FILLER,
PERIMETER
CONCRETE
SLAB-ON-GRADE
1'
0"
FF
MIN
6"
3/4" CHAMFER, TYP
#4 @ 12" OC EW
TOP & BOT WITH 90
DEG HOOKS AT
EACH END
FACE OF EQUIPMENT
1'
0" 1' - 0"
11'
0"
6"
6" MIN
1' - 0" (2) #5 CONT
WELDED
WIRE FABRIC
CONCRETE
SLAB-ON-GRADE
FF
4" CAPILLARY BARRIER 10 MIL VAPOR RETARDER
COMPACTED SUBGRADE
SAWCUT JOINT,
DEPTH EQUAL TO 1/4
OF SLAB THICKNESS
AND CUTS MADE WITHIN 8
HOURS OF PLACEMENT
1/8"
T
NOTES:
1. COORDINATE OPENING SIZE AND LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
2. NO REINFORCING REQUIRED FOR OPENINGS 4" OR LESS OF ANY SHAPE.
3. WHERE MAIN REINFORCING IS INTERRUPTED, AT EACH SIDE OF SLAB OPENING, ADD 1/2 OF
REINFORCING INTERRUPTED BY OPENING.
2" C
LR
2' -0
" T
YP
(2)#4 CENTERED FOR SLABS
2'-0" TYP
FF
CONCRETE SLAB-ON-
GRADE
1/8" RADIUS
TOOLED EDGE
SLAB DEPRESSION -
SEE PLAN FOR DEPTH
OF DEPRESSION
SEE ARCHITECTURAL
DRAWINGS FOR EXACT
LOCATION OF SLAB
DEPRESSION
4" CAPILLARY BARRIER 10 MIL VAPOR RETARDER
COMPACTED SUBGRADE
T
T
2T
TRANSVERSE BARS
CONTINUOUS WALL
FOOTING REINFORCING
CONTINUOUS WALL
FOOTING REINFORCING
'Z' BARS SAME SIZE AND
NUMBER AS CONTINUOUS
REINFORCING, BEND AS
SHOWN
(TYPICAL)
24" LAP SPLICE
8" STEP
16" MIN
16" STEP
32" MIN
MIN
1' - 0"
" M
AX
8"
M
IN
" M
AX
8"
M
IN
3" CLR
#4 NOSING BAR, (TYP)
(2)#4 x 4'-0" CENTERED IN SLAB
SLAB JOINT
SL
AB
J O
IN
T
2"
2'
- 0
2'
- 0
NEW POUR PREVIOUS POUR
FF
WELDED WIRE
FABRIC (WWF)
1/8" RADIUS TOOLED EDGE
AT CONSTRUCTION JOINT
2x4 KEY
APPLY LIQUID CURING
COMPOUND TO ENTIRE
FACE OF PREVIOUS
POUR TO PREVENT
BONDING
CONCRETE SLAB-ON-GRADE
8"
6" 6"
8"
6" T
4" CAPILLARY
BARRIER
10 MIL VAPOR RETARDER
COMPACTED
SUBGRADE
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.rvt4/1/2021 9:25:48 AM
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
SB501
FO
U
N D
AT
IO
N D
ET
AI
LS
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)
TYPICAL SLAB-ON-GRADE (SOG) DETAIL1
TYPICAL SOG EQUIPMENT PAD DETAIL7 TYPICAL EXTERIOR EQUIPMENT PAD DETAIL8
TYPICAL SAWED CONTRACTION JOINT DETAIL (CJ)2
TYPICAL SOG OPENING DETAIL5
TYPICAL SOG DEPRESSION DETAIL3
TYPICAL STEPPED FOOTING DETAIL6TYPICAL SOG RE-ENTRANT CORNER4
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
TYPICAL SOG CONSTRUCTION JOINT DETAIL9
HYDROPHILIC WATER STOP AT
ELEVATOR PIT ONLY2x4 KEYWAY
2" CLR
VERTICAL WALL CONSTRUCTION JOINT DETAIL
PER SCHED
LAP SPLICE
HORIZONTAL WALL CONSTRUCTION JOINT DETAIL
PE
R
S C
H
ED
LA
P
SP
LI
C E
ROUGHEN SURFACE
PROVIDE CONSTRUCTION JOINT
4' ABOVE FINISH FLOOR, TYP
SEE SF401 FOR LOCATIONS
REINF SHOWN OFFSET FOR CLARITY
REINF SHOWN
OFFSET FOR CLARITY
NOTE:
WHERE THREE BARS OCCUR, CENTER BAR SHALL BE HAVE 90 DEGREE STANDARD HOOK.
TYPICAL FOOTING OR
WALL REINFORCING, (TYP)
PLAN AT
CORNER
PLAN AT
INTERSECTION
BARS, (TYP)
0" BETWEEN
3' - 0"
3'
0"
'L' BAR TO MATCH
HORIZONTAL
REINFORCING
BA
R
S, (T
YP
0" B
ET
W
EE
N
TYPICAL FOOTING OR
WALL REINFORCING, (TYP)
1'
6"
HOOKED SPLICE BAR TO
MATCH HORIZONTAL
FOOTING OR WALL
REINFORCING
BARS, (TYP)
0" BETWEEN
1' - 6" 1' - 6"1' - 6"
TYPICAL FOOTING OR WALL
REINFORCING CONTINUOUS
THROUGH COLUMN FOOTING OR
COLUMN
PLAN AT
COLUMN FOOTING
PLAN AT CORNER
COLUMN FOOTING
COLUMN FOOTING, SEE PLAN
FOR SIZE AND REINFORCEMENT
01 FLOOR
0"
90 DEG STANDARD HOOK
VERTICAL DOWEL TO MATCH
WALL REINF SIZE AND SPACING,
LAP SPLICE PER SCHEDULE
12" CONCRETE WALL, SEE PLAN AND
SCHEDULE FOR REINFORCING,
SEE ARCH FOR WATERPROOFING
1/2" PREMOLDED JOINT FILLER
VERIFY W/ ELEVATOR MNF
11' - 3" (X 9' - 10")
3' - 6"
10 MIL VAPOR RETARDER
4" CAPILLARY BARRIER
C
LR3"
HYDROPHILIC WATER STOP AT
ELEVATOR PIT ONLY
0" SPCG
2X4 KEYWAY
REINFORCED CONCRETE
MAT FOUNDATION,
SEE PLAN AND SCHEDULE
T/PIT
(-)5'-0"
D
EP
TH
SLOPE TO SUMP PIT
SUMP PIT FOUNDATION.
COORDINATE SIZE AND FINAL
LOCATION WITH ELEVATOR
MANUFACTURER.
2'x2'x2'
C
LR2"
CLR
2"
CLR
2"
(5) #5 BOTTOM BENT
BARS EACH WAY
(3) #4
TIES
NOTE:
WALL AND FOUNDATION REINFORCING AND
DETAILS NOT SHOWN FOR CLARITY. SEE 5/SB503.
REMOVABLE CORROGATED GRATING TO
HAVE NON-SLIP, ANTI-SPARK FINISH IN
SECTION LIGHT ENOUGH FOR 2 PERSONNEL
TO LIFT. GRATING SHALL CONSIST OF
1 3/4"X3/16" BEARING BAR @ 1 3/16" OC AND
WELDED CROSS BARS @ 4" OC.
CONT. GALV L2X2X1/4 SHELF
ANGLE WITH 1/2" DIA X 4"
LONG HEADED STUD
ANCHORS SHOP WELDED TO
ANGLE AT 8" OC, (TYP AT
EACH SIDE OF SUMP PIT)
(3) #5 TOP BENT
BARS EACH WAY
1'
0"
4' - 0"
SLAB-ON-GRADE, SEE PLAN
10 MIL VAPOR RETARDER
4" CAPILLARY BARRIER
REINFORCED CONCRETE WALL,
SEE PLAN AND SCHEDULE
BRICK VENEER, SEE ARCH
MORTAR BELOW THROUGH
WALL FLASHING
EXT GRADE, SEE CIVIL
REINFORCED CONCRETE MAT FOUNDATION,
SEE PLAN AND SCHEDULE
FF
D
EP
TH
1/2" PREMOLDED JOINT FILLER
INSULATION, SEE ARCH
SEE PLAN
90 DEG STANDARD HOOK
VERTICAL DOWEL TO MATCH
WALL REINF SIZE AND SPACING,
LAP SPLICE PER SCHEDULE
COMPACTED SUB-GRADE
T/MAT
SEE PLAN
SLAB-ON-GRADE, SEE PLAN
10 MIL VAPOR RETARDER
4" CAPILLARY BARRIER
REINFORCED CONCRETE WALL,
SEE PLAN AND SCHEDULE
REINFORCED CONCRETE MAT FOUNDATION,
SEE PLAN AND SCHEDULE
FF
1/2" PREMOLDED JOINT FILLER
90 DEG STANDARD HOOK
VERTICAL DOWEL TO MATCH
WALL REINF SIZE AND SPACING,
LAP SPLICE PER SCHEDULE
COMPACTED SUB-GRADESEE PLAN
D
EP
TH
T/MAT
SEE PLAN
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.rvt3/30/2021 6:30:44 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
SB503
FO
U
N D
AT
IO
N D
ET
AI
LS
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)
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
CONCRETE WALL CONSTRUCTION JOINT2CONT FOOTING REINFORCEMENT DETAIL W/ COLUMN FOOTING1
ELEVATOR PIT SECTION5 ELEVATOR SUMP PIT DETAIL6
TYPICAL EXTERIOR WALL/ MAT FOUNDATION3 TYPICAL INTERIOR WALL/MAT FOUNDATION4
COLUMN FOOTING SCHEDULE
MARK
F6
F8
DIMENSIONS
BOTTOM
(9) #5 EW HOOKED @ ENDS
(10) #6 EW
REINFORCING
TOP
WALL FOOTING SCHEDULE
MARK
WF3
DIMENSIONS
WIDTH DEPTH LONGITUDINAL
3' - 0" 1' - 6" (4) #5 BOT
REINFORCING
TRANSVERSE
#4 @ 12" OC
F7 (9) #6 EW HOOKED @ ENDS
F4 4' - 0" (6) #5 EW HOOKED @ ENDS
(13) #6 EWF11
F9x18.8 (11) #6 LONG / (20) #6 TRANS18' - 8" 2' - 0"
(11) #6 EWF9
F5* (8) #5 EW HOOKED @ ENDS
(11) #6 LONG / (20) #6 TRANS
LONGITUDINAL BARS (LONG)TRANSVERSE BARS (TRANS)
FOOTING REINFORCEMENT DIAGRAM
WF4 4' - 0" 1' - 6" (5) #5 BOT #4 @ 12" OC
(12) #6 EWF10
5' - 0"
6' - 0"
7' - 0"
8' - 0"
9' - 0"
10' - 0"
11' - 0"
4' - 0"
5' - 0"
6' - 0"
7' - 0"
8' - 0"
9' - 0"
10' - 0"
11' - 0"
WIDTH LENGTH DEPTH
1' - 0"
1' - 6"
1' - 6"
2' - 0"
2' - 0"
2' - 0"
(15) #6 EWF12* 12' - 0" 12' - 0" 2' - 0" (15) #6 EW
(15) #6 EWF12 12' - 0" 12' - 0" 2' - 0"
F10x18.8 18' - 8" 2' - 0" (12) #6 LONG / (20) #6 TRANS(12) #6 LONG / (20) #6 TRANS
9' - 0"
10' - 0"
F5x10 (8) #5 LONG / (11) #5 TRANS10' - 0" (8) #5 LONG / (11) #5 TRANS5' - 0" 1' - 6"
(12) #6 EWF10* 10' - 0" 10' - 0" (12) #6 EW
(11) #6 EWF9* 9' - 0" 9' - 0" (11) #6 EW
F8* (10) #6 EW 8' - 0" 8' - 0" 2' - 0" (10) #6 EW
2' - 0"
2' - 0"
2' - 0"
2' - 0"
F7* (9) #6 EW HOOKED @ ENDS7' - 0" 7' - 0" 2' - 0" (9) #6 EW HOOKED @ ENDS
F20.1x29 29' - 0" 1' - 6" (41) #6 LONG / (59) #6 TRANS(41) #6 LONG / (59) #6 TRANS20' - 1"
F20.3x30 30' - 0" 3' - 0" (22) #8 LONG / (32) #8 TRANS(22) #8 LONG / (32) #8 TRANS
TRANS HOOKED @ ENDS
20' - 3"
F29x31.4 31' - 4" 3' - 0"29' - 0"
F5 (8) #5 EW HOOKED @ ENDS5' - 0" 5' - 0" 1' - 6"
(8) #5 EW HOOKED @ ENDS
F29x31.11 31' - 11" 3' - 0" (30) #8 LONG / (32) #8 TRANS(30) #8 LONG / (32) #8 TRANS
TRANS HOOKED @ ENDS
29' - 0"
(30) #8 LONG / (32) #8 TRANS(30) #8 LONG / (32) #8 TRANS
TRANS HOOKED @ ENDS
12"
WALL REINFORCINGWALL
THICKNESSMARK
VERTICAL HORIZONTAL
CONCRETE WALL SCHEDULE
#6 @ 6" OC EF
#4 @ 12" OC EF1
#4 @ 9" OC, STAGGERED EF
7 5/8"
2 8"
3 #5 @ 12" OC EF
#4 @ 12" OC EF
#4 @ 9" OC, STAGGERED EF
12" #5 @ 12" OC EF4 #5 @ 8" OC EF
12" #5 @ 12" OC EF5 #5 @ 12" OC EF
# 5 1'-2" 1'-0" 11" 10"
1'-10" 2'-0"
1'-1"
1'-5" 1'-7"
1'-3" 1'-10"
# 10 2'-4" # 11 2'-6"
# 6
# 8 # 9
# 7 1'-5"
2'-1"
1'-7"
2'-0" 2'-2"
1'-3"
1'-10" 1'-7" 1'-5"
1'-8" 1'-10"
1'-6" 1'-4" 1'-2" 1'-0" f'c=5000 psif'c=3000 psi Ldh
# 4 # 3
11" 9"
Ldh Ldh
10" 7"
9" 7" f'c=4000 psi Ldh
8" 6" f'c=6000 psi
'Ldh' DEVELOPMENT (EMBEDMENT) LENGTH FOR STANDARD END HOOKS
(GRADE 60 UNCOATED BARS - NORMAL WEIGHT CONCRETE)
BAR
SIZE
STANDARD 90 HOOK STANDARD 180 HOOK
Ldh
2" MIN COVER
Ldh
2" MIN COVER
1'-4"1'-9" 1'-5"1'-2"1'-6" 1'-1"1'-0"1'-3"1'-1" 1'-0"
4'-0"
NOTES:
1. 'TOP' BARS ARE HORIZONTAL REBARS WITH MORE THAN 12IN OF FRESH CONCRETE
CAST BELOW THE BARS AT THE DEVELOPMENT LENGTH.
2. 'Ld' FOR #3 AND #4 BARS IN SLAB OR WALL ARE CONSERVATIVE AND MAY BE
REDUCED TO 0.75 TIMES.
3. FOR LIGHT-WEIGHT CONCRETE MULTIPLY THE TABULATED VALUES BY 1.3.
5'-0" 4'-6"
3'-6" 3'-1"
1'-9" 1'-5"
2'-1"
6'-5"8'-4" 6'-6"5'-7"7'-3"
5'-2" 5'-10"
2'-9" 2'-3" 1'-10"
4'-7" 4'-0"
6'-8" 7'-6"
3'-7"
2'-4" 3'-0"
5'-11" 5'-2"
5'-2"4'-5"5'-9" 5'-10"5'-0"6'-6"
2'-4" 2'-9"
1'-10"1'-7"
2'-4" 2'-0"
4'-7" 4'-0"
3'-11" 3'-6"
5'-2" 4'-6" 3'-1" 2'-7" 2'-1"
5'-1"4'-7"5'-11" 3'-11"
3'-8"4'-9" 4'-1" 4'-7"4'-1"5'-4"
2'-2" 1'-10" 1'-5"
3'-2" 3'-8"
1'-3" 1'-7"
1'-11"
1'-8" 2'-1" 2'-6"
3'-3" 2'-10"
4'-2" 3'-8"
3'-2" 3'-7"
1'-1"
1'-8" 1'-5"
2'-5" 2'-10"
BOTTOP
Ld' DEVELOPMENT (EMBEDMENT) LENGTH FOR BEAM, SLAB, AND WALL REBARS
(GRADE 60 UNCOATED BARS - NORMAL WEIGHT CONCRETE)
# 3
BAR
SIZE
f'c=6000 psif'c=4000 psif'c=3000 psi f'c=5000 psi f'c=8000 psi
TOP TOP TOP TOPBOT BOT BOT BOT
1'-10"1'-9"# 3 2'-4" 2'-0" 1'-6" 1'-4"1'-5" 1'-8" 1'-5" 1'-4"
NOTE:
1. FOR CLASS 'A' SPLICE (PERMITTED ONLY WHEN NOT MORE THAN HALF THE BARS
SPLICED AND SPLICES STAGGERED BY THE DISTANCE OF SPLICE LENGTH), USE
SAME AS "ld' TENSION DEVELOPMENT LENGTH TABLE.
7'-8"
5'-5" 6'-2" 6'-11"
4'-9" 3'-3"
2'-2" 2'-9"
8'-4"# 11 10'-11" 9'-5" 7'-3" 8'-5" 6'-6"
3'-0" 2'-4"
3'-7" 5'-2" 5'-11" 6'-8" 7'-6"
# 7 # 8 # 9 # 10
6'-9" 7'-9" 8'-8"
9'-10"
# 4 # 5 # 6
3'-1" 3'-10" 4'-8"
7'-6" 8'-6"
5'-10" 6'-8"
4'-0" 3'-4" 2'-8"
4'-6" 5'-2" 5'-9" 6'-6"
3'-1" 2'-7" 2'-1"
6'-9" 7'-7"
5'-3" 6'-0"
5'-2" 5'-10"
4'-0" 4'-7"
3'-0" 3'-7"
2'-5" 2'-4" 2'-9"
1'-10"
5'-11" 6'-8" 5'-1"
4'-2" 4'-9" 5'-4"
2'-6" 2'-1" 1'-8"
3'-8"
6'-0" 5'-4"
4'-2" 4'-9"
3'-2"
4'-7" 4'-1" 3'-8"
2'-4" 2'-10"
1'-11" 1'-5" 1'-10" 2'-2" f'c=6000 psif'c=4000 psi
BOT
f'c=3000 psi
TOP TOP BOT
f'c=5000 psi
TOP BOT TOP BOT
f'c=8000 psi
TOP BOT
BAR
SIZE
TENSION LAP SPLICES CLASS B FOR TOP & BOTTOM BARS
(GRADE 60 UNCOATED BARS - NORMAL WEIGHT CONCRETE)
# 4 # 5 # 6 # 7 # 8 # 9
# 10 # 11
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.rvt3/30/2021 6:30:55 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
SB601
FO
U
N D
AT
IO
N S
C H
ED
U
LE
S
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)
CONCRETE FOOTING / WALL SCHEDULES1 REBAR SCHEDULES3
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
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
SE3"
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
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.rvt3/30/2021 6:31:02 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
2 1
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
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
[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]
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
SE3"
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
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.rvt3/30/2021 6:31:58 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
SF132A
TH
IR
D
FO
U
R
TH
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 - FOURTH 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
SH
EE
T
AD
D
ED
B Y
AM
EN
D M
EN
T
M
AR
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.
DD
AA
BB
CC
C.8C.8
A.2A.2
12A 13A 14A 1C 2C 3C1B 10B2B
4B 7B
3B 8B
9B
B.1
5B 6B
A.7
5.5B D.1
EX
PA
N
SI
O N
J O
IN
T
EX
PA
N
SI
O N
J O
IN
T
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]
W27X94
W12X26 [8]
W12X26 [8]
W27X94
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]
W27X94
W12X26 [8]
W12X26 [8]
W27X94
W12X19 [8]
W12X19 [8]
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
X4
[2 6]
W12X19 [8]
W
X1
[1 2]
W
X1
[1 2]
W
X1
[1 2]
W
X4
[2 6]
W
X4
[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 W8X13W21X83 [42] c=1
W21X55
W21X55
W21X55
W21X55
W 8X
W12X26 [10]
W12X26 [10]
W12X26 [10]
W12X26 [10]
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"
8'
3/
8"
3'
6"
3'
6"
MF-2 MF-2
1'
3/
8"
SF505
SF505
BF-1 BF-1
AR
EA
A
AR
EA
B
AR
EA
B
AR
EA
C
MF-2 MF-2
DECK SPAN
DECK SPAN
DECK SPANDECK SPAN
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"
MF-1
MF-1
MF-1
MF-1
MB3S4
MB3S4
MB3 S4
S4
S4
S4
S4 S4
S4
S4
SE3"
MB3
4.9B 6.1B
SF517
12' - 1 5/8" 13' - 3" 12' - 1 5/8"
SF517
HSS4X
4X
5/1
HSS4X
4X
5/1
BF-1 BF-1
B B
13. POSTS SUPPORTING PORTIONS OF THE PRE-FABRICATED
METAL STAIRS FROM THE FIFTH FLOOR TO THE ELEVATOR
MACHINE ROOM SHALL BE LOCATED DIRECTLY ABOVE
STEEL BEAMS. SEE ARCHITECTURAL DRAWINGS FOR
STAIR LOCATION.
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.rvt3/31/2021 9:01:38 AM
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
SF132B
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)
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
KEY PLAN
AREA CAREA BAREA A
TRUE NORTH
0' 8' 16' 24'
SCALE: 1/8" = 1' - 0"FIFTH FLOOR FRAMING PLAN - AREA B1
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
5'
3"
/2
/4
/2
5'
3"
5'
3"
/2
/4
/2
5'
3"
25' - 0" 12' - 6 1/2" 12' - 6"
10"
12' - 6" 12' - 6 1/2" 25' - 0"
10"
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]
W12X19 [8]
W12X19 [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]
W12X19 [8]
W12X19 [8]
W12X19 [8]
W12X19 [8]
W12X19 [8] W12X19 [8]
W
X1
W
X1
W
X1
W
X1
W
X1
W
X1
W
X1
[1 8]
W
X1
[1 8]
W12X19 [8] W12X19 [8]
W12X19 [8]
W12X19 [10]
W
X1
[1 2]
W
X1
[1 2]
W
X1
[1 2]
W12X19 [10]
W12X19 [8]
W
X1
[1 2]
W
X1
[1 2]
W
X1
[1 2]
W21X55
W21X55
W21X55
W21X55
MF-2
W21X55
W21X55
W21X55
W21X55
MF-2
D.1
SF505
SF505
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
SF505
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
W12X19 [8]
W12X19 [8]
W12X19 [10]
W12X19 [10]
MF-1
MF-1
MF-1
MF-1
MB3S4
MB3S4
MB3
MB3
S4
S4
S4
S4
S4 S4
S4
S4
4.9B 6.1B
SF402
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:
ATTIC FLOOR : (+)66'-0" UNO
5. TOP OF STEEL FOR FLOOR FRAMING SHALL BE:
ATTIC FLOOR: (+)65'-6" UNO
6. ATTIC 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.
MB# BEAM-BEAM MOMENT CONNECTION, SEE SF503
S# NON-TYPICAL SHEAR CONNECTION, SEE SF503
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 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.
12. POSTS SUPPORTING PORTIONS OF THE PRE-FABRICATED
METAL STAIRS FROM THE FIFTH FLOOR TO THE ELEVATOR
MACHINE ROOM SHALL BE LOCATED DIRECTLY ABOVE
STEEL BEAMS. SEE ARCHITECTURAL DRAWINGS FOR
STAIR LOCATION.
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.rvt3/30/2021 6:33:12 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
SF162
AT
TI
C 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)
ATTIC 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
EP
LA
C
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AR
12A 13A 14A 1C 2C 3C1B 10B2B
4B 7B
9B
A.7
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
6" / 12"6" / 12"
6" / 12"6" / 12"
R
ID
G E
LI
N
E R
ID
G
E
LI
N E
D R
AG
T
R U
SS
DRAG TRUSS
DRAG TRUSS
6" / 12"6" / 12"
6" / 12"6" / 12"
R
ID
G E
LI
N
E R
ID
G
E
LI
N E
D R
AG
T
R U
SS
DRAG TRUSS
DRAG TRUSS
6" / 12"6" / 12"
R
ID
G E
LI
N
E
6"
6"
6"
FLOOR HATCH BELOW,
OFFSET TRUSSES FROM HATCH
D R
AG
T
R U
SS
D R
AG
T
R U
SS
ELEVATOR MACHINE ROOM CAP
BELOW, SEE SF403
SF511
SF511
6"
6"
6"
SF511
D R
AG
T
R U
SS
D R
AG
T
R U
SS
SF511
A A A
A
A A A
A
A A A
4.9B 6.1B
6" / 12"6" / 12"
6"
6"
ROOF HATCH, SEE ARCH
G
IR
D
ER
T R
U
SS
G
IR
D
ER
T R
U
SS
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001 AND S-002.
2. SEE SF201 AND FOLLOWING FOR FRAME ELEVATIONS.
3. SEE SF511 AND FOLLOWING FOR ROOF SECTIONS AND
DETAILS.
4. TOP OF SLAB FOR TRUSS BEARING SHALL BE
(+)66'-0" UNO.
5. ROOF DECK SHALL BE 1.5B20 GAUGE METAL DECK WITH A
36/4 FASTENING PATTERN WITH 3 SIDELAPS. SUPPORT
FASTENERS ARE TO BE #12 TEK SCREWS AND SIDELAP
FASTENERS ARE TO BE #12 TEK SCREWS.
6. COLD FORMED STEEL TRUSS SPACING SHALL NOT EXCEED
5'-0" OC UNO.
7. DRAG TRUSSES SHALL BE DESIGNED BY THE TRUSS MNFR
TO TRANSER 450 PLF HORZ SHEAR TO THE ATTIC SLAB.
CONNECTION TO THE ATTIC SLAB SHALL BE BY THE TRUSS MNFR.
8. DRAG STRUTS ALONG ALL ROOF EAVES SHALL BE DESIGNED
AND PROVIDED BY THE TRUSS MNFR TO TRANSER 200 PLF HORZ
SHEAR TO THE ATTIC SLAB. CONNECTION TO THE ATTIC SLAB
SHALL BE BY THE TRUSS MNFR.
9. PROVIDE TRUSS OVERBUILD TO FRAME GABLE DORMERS.
10. PROVIDE CONT 20 GAUGE 8" WIDE SPREADER PLATE
W/ (2)#12 @ 6" OC @VALLEYS TO CONNECT TRUSS
OVERBUILD ROOF DECK TO ADJOINING ROOF DECK.
11. PROVIDE CONT 1/4X12" BENT PLATE @ ALL RIDGES.
12. PROVIDE STRUCTURAL MEMBER ALONG ALL HIP
RIDGELINES TO SECURE 5/16" THICK BENT PLATE.
13. PROVIDE CONT 5X5X5/16" BENT PLATE AND CONT 9X5/16"
PLATE @ THE EDGE OF ALL ROOF DECK.
14. COORDINATE ALL ROOF DIMENSIONS, ELEVATIONS,
OPENINGS AND PENETRATIONS WITH ARCHITECTURAL,
MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.
SEE ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION
WATERPROOFING DETAILS.
ANCHOR POINT FOR FALL PROTECTION, SEE SF512A
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.rvt3/30/2021 6:33:19 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
SF172
R O
O F
FR
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)
ROOF 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
EP
LA
C
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AR
3A
C.8
B.7
1A
B.6
SF514
SF514
C12X25
@ 2'-8" OC
C8X11.5
C12X25
@ 2'-8" OC
C8X11.5
C10X15.3
(3 SIDES)
C10X15.3
(3 SIDES)
SF514
SF514
SF514
15' - 10"
/8
1'
0"
W14X22
W
X2
[1 0]
SF514
SF514
TOP OF STEEL FOR INTERMEDIATE LANDINGS:
FIRST-SECOND LANDING: (+)7'-5"
SECOND-THIRD LANDING: (+)21'-5"
THIRD-FOURTH LANDING: (+)34'-1"
FOURTH-FIFTH LANDING: (+)46'-9"
D
3A
C.8
B.7
1A
B.6
SB503
SB503
5'
3"
/8
1'
0"
15' - 10"
3' - 4"
5'
1/
4"
/4
11' - 3 5/8" 9 3/4"
1/
8"
7/ 8"
3' - 2"
3'
2"
1' - 8"
2'
8"
VWCJ
VW
C
J
6'
0"
VWCJ
VW
C
J W1 W1
W1
W1
18"X20' 1-1/4"X28' 11-7/8" MAT FDN
W/ (41) #6 LONG AND (59) #6 TRANS T&B
D
E
1.6D 2.2D
23' - 10 7/8"
2'
1/
4"
1 1/4" 3' - 6 5/8"
8'
6" 8'
6"
3' - 6 1/8"3' - 6"
31' - 11"
F29x31.11
/4
1'
1"
21' - 3"
C J
C J
C J
C
J TYP
4' - 0"
SB503
SB503
TOP OF STEEL FOR INTERMEDIATE LANDINGS:
FIRST-SECOND LANDING: (+)8'-3 1/4"
SECOND-THIRD LANDING: (+)22'-2 1/8"
THIRD-FOURTH LANDING: (+)34'-10 1/8"
FOURTH-FIFTH LANDING: (+)47'-6 1/8"
NOTE:
SEE 2/SB503 FOR CJ DETAILS
D
3D
E
2.7D
2'
1/
4" 11
23' - 4 5/8"
F29X31.4
31' - 4 5/8"
"3' - 6" 3' - 6"
8'
6"
8'
6"
/4
3' - 0 1/4" 1 1/4"21' - 3"
1'
1"
C J
C J
C J
C J
TYP
4' - 0"
SB503
SB503TOP OF STEEL FOR INTERMEDIATE LANDINGS:
FIRST-SECOND LANDING: (+)8'-3 1/4"
SECOND-THIRD LANDING: (+)22'-2 1/8"
THIRD-FOURTH LANDING: (+)34'-10 1/8"
FOURTH-FIFTH LANDING: (+)47'-6 1/8"
NOTE:
SEE 2/SB503 FOR CJ DETAILS
4B 7B
B.1
5B 6B
A.7
H
SS
X6
X1 /4
HSS12X6X1/4 HSS12X6X1/4 HSS12X6X1/4
H
SS
X6
X1 /4
H
SS
5X 5X
1/
H
SS
5X 5X
1/
W21X83 [42] c=1
W 8X
W 8X
HSS5X5X1/4 HSS5X5X1/4
13' - 1 5/8" 12' - 0" 13' - 3 1/8"
8'
3/
8"
TOS 28' - 0" TOS 28' - 0" TOS 28' - 0"
TO
S
0"
TO
S
0"
*HSSXxXxX* APPLY AT THE THIRD AND FIFTH FLOORS ONLY.
TOS FOR EXTERIOR HSS12X6X1/4 IS EQUAL TO THE FINISH FLOOR
THIRD FLOOR : (+)28'-0" UNO
FOURTH FLOOR : (+)40'-8" UNO
FIFTH FLOOR : (+)53'-4" UNO
SF401
SF401
6 OPP
TOS FOR HSS5X5X1/4
THIRD FLOOR : (+)27'-2 1/2" UNO
FOURTH FLOOR : ----
FIFTH FLOOR : (+)52'-6 1/2" UNO
SE6"SE
4"
SE
4"
SF507
L5X5X3/8 X 5" LONG,
TOP AND BOTTOM, TYP
HSS12X6X1/4,
SEE PLAN
SLOTTED HSS5X5X1/4
3/8" PLATE
1/2x4x8" PLATE, TYP
3/8x6x9" PLATE
W/ (2) 3/4" DIA A325 BOLTS
3/16 3/16
4B
A.7
3/16 3/16
TYP
3/16 3/16
TYP
NOTE:
THIS DETAIL APPLIES AT THE THIRD AND FIFTH FLOOR ONLY.
HSS12X6X1/4,
SEE PLAN
3/16
TYP
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.rvt3/30/2021 6:33:25 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
SF401
EN
LA
R G
ED
P
LA
N
S
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)
AREA A / AREA C STAIR CALLOUT2
0' 4' 8' 12'
SCALE: 1/4" = 1' - 0"
0' 4' 8' 12'
SCALE: 1/4" = 1' - 0"
0' 4' 8' 12'
SCALE: 1/4" = 1' - 0"
AREA A / AREA C STAIR CALLOUT1
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
AREA B STAIR CALLOUT3
AREA B STAIR CALLOUT4
0' 4' 8' 12'
SCALE: 1/4" = 1' - 0"
0' 4' 8' 12'
SCALE: 1/4" = 1' - 0"
0'
SCALE: 3/4" = 1' - 0"
1' 2' 3' 4'
ATRIUM CALLOUT5 ATRIUM BRACING6
2B 4B 7B3B 8B 9B
B.1
5B 6B
A.7
D.1
SF513
SF513
SF513
4.9B 6.1B
SF518
SF403
W18X35 [22] W21X44 [12] W18X35 [22]W21X44 [12]
W
X1
[7
W12X19 [12] W12X19 [11] W12X19 [12]
W
X1
[7
W
X3
[2 6]
W
X3
[2 6]
W
X3
[2 6]
W
X4
[5 2]
W
X3
[2 6]
W
X4
[5 2]
W
X3
[2 6]
W
X3
[2 6]
W
X5
[1 8]
W12X19 [11]
W18X35 [12]
W12X19 [11]
W18X35 [12]
W
X1
[1 0]
W
X1
[1 0]
W
X1
[9
W
X1
[9
W27X94 [84] c=3/4
W
X5
[1 8]
W
X5
[1 8]
HSS12X6X1/4
C
X2
C 8X
.5
W14X48 W14X48
10' - 0" 6' - 1 1/2" 6' - 1 1/2" 6' - 1 1/2" 6' - 1 1/2" 10' - 0" 10' - 6 1/4" 9' - 4 1/2"
GRID LINE
1' - 8 1/8"
GRID LINE
11 5/8"
10' - 1" 10' - 4 1/8"
1' - 0"…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .