B.08.02 Vol 5. Storage Building.pdf
PDF 12 MB Posted
- Solicitation number
- W912HP24R2000
About this file
This document is a Request for Proposals (RFP) for the Reception Barracks Complex Phase II project at Fort Jackson, South Carolina. The project includes construction of various facilities such as a reception processing center, barracks, medical clinic, storage building, and other supporting infrastructure. The procurement will utilize Best Value Trade-Off negotiated acquisition procedures, and a Project Labor Agreement (PLA) will be required. The solicitation number is W912HP24R2000, and the procuring agency is the Department of the Army Corps of Engineers Engineering District Charleston. The RFP outlines the project scope, technical requirements, and submission instructions, but does not contain detailed pricing information or award dates.
View the file
Other files
Show all 22
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
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers ®
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Arch_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:30:01 PM
M
A R
C H
T
B D
T
B D
R E
H
J L F
S B
C
GG-001
C O
V E
R S
H E
E T
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
CHARLESTON DISTRICT
FORT JACKSON, SOUTH CAROLINA
RECEPTION BATTALION COMPLEX, PHASE II
PROJECT NO. 86812
VOLUME 5 OF 7
A R
C H
M
O D
E L .r v t
T
B D
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
READY TO ADVERTISE DESIGN SUBMITTAL
STORAGE BUILDING
GSB
PERSPECTIVE RENDERING
SCALE: N.T.S.
NORTH
VICINITY MAP
SCALE: N.T.S.
PROJECT LOCATION PROJECT LOCATION
BASE MAP
SCALE: N.T.S.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E jferguson
SHEET NAMING CONVENTION
2 LETTER DISCIPLINE
DESIGNATOR,
REFERRED AS LEVEL
1 AND LEVEL 2. (IF
ONLY ONE LETTER IS
USED, THE SECOND
LETTER IS
REPLACED WITH A
DASH "-" AS A
PLACEHOLDER)**
1 LETTER AREA
DESIGNATOR
(AREA DESIGNATOR
ONLY USED WHEN
PLANS ARE
SUBDIVIDED INTO
AREAS.)
1 DIGIT SHEET TYPE
0 - GENERAL
1 - PLANS
2 - ELEVATIONS
3 - SECTIONS
4 - ENLARGED PLANS
5 - DETAILS
6 - SCHEDULES
7 - VARIES
8 - VARIES
9 - 3D VIEWS
2 DIGIT SEQUENTIAL
# (01-99)
RA-001A
BUILDING
ABBREVIATION AS
DESCRIBED IN
THE BUILDING ID
CHART BELOW
BUILDING IDs
1 C - CIVIL SITE VOLUME
2 R RCPT RECEPTION BUILDING
3 B BCKS TRAINEE BARRACKS
4 O OPT OPTICAL LAB
5 G GSB STORAGE BUILDING
6 -- -- NOT USED
7 S SWSP SWING SPACE
VOLUME ABBREV. BLDG ID FULL NAME
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Bldg_v21 Coord_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:27:14 PM
M
A R
C H
T
B D
T
B D
R E
H
J L F
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GG-002
S H
E E
T I
N D
E X
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
SHEET INDEX
SHEET
NUMBER SHEET NAME
GENERAL INFO
GG-001 COVER SHEET
GG-002 SHEET INDEX
GG-101 LIFE SAFETY PLAN OVERALL
GG-102 GROSS AREA PLAN
GG-103 SPECIAL INSPECTIONS
GG-104 SPECIAL INSPECTIONS
STRUCTURAL
GS-000 GENERAL NOTES
GS-001 GENERAL NOTES
GS-100 FLOOR PLAN AND DETAILS
GS-101 FRAMING NOTES
GS-102 FRAMING NOTES
GS-200 ROOF PLAN
GS-201 LIGHT GUAGE STEEL TRUSS DETAILS
GS-202 LIGHT GUAGE STEEL TRUSS DETAILS
ARCHITECTURAL
GA-101 FLOOR PLAN
GA-151 ROOF PLAN
GA-201 EXTERIOR ELEVATIONS
GA-202 EXTERIOR ELEVATIONS
GA-301 BUILDING SECTIONS
GA-311 WALL SECTIONS
GA-520 ROOF DETAILS
GA-601 DOOR SCHEDULE
GA-701 FINISH SCHEDULE
GA-901 PERSPECTIVE
MECHANICAL
GM-001 MECHANICAL GENERAL NOTES AND DESIGN
CRITERIA
GM-101 STORAGE BUILDING HVAC PLAN
GM-501 HVAC DETAILS
GM-601 HVAC SCHEDULES
ELECTRICAL
GE-001 ELECTRICAL GENERAL NOTES & ABREVATIONS
GE-002 ELECTRICAL LEGEND
GE-003 SPECIAL INSPECTIONS
GE-101 LIGHTING PLAN
GE-111 POWER PLAN
GE-121 MECHANICAL POWER PLAN
GE-501 ELECTRICAL DETAILS
GE-502 LIGHTING FIXTURE DETAILS
GE-601 ELECTRICAL SINGLE LINE DIAGRAM & PANEL
SCHEDULES
Grand total: 37
M A
R K
D E
S C
R
IP
T
IO
N D
A T
STORAGE AREA 1
STORAGE AREA 2
STORAGE AREA3
4" CONCRETE FILLED PIPE BOLLARD
DOWNSPOUT TYP.
WIRE MESH PARTITIONS
FROM FINISHED FLOOR TO
UNDERSIDE OF TRUSSES
RETAINING WALL,
SEE CIVIL PACKAGE.
CONDENSING UNITS ALONG WALL
SEE CIVIL FOR CONTINUATION
SEE CIVIL FOR
CONTINUATION
GG-101
GSB
LI
FE
S
AF
ET
Y
PL
AN
O
VE
R
AL
L
SCALE: 1/4" = 1'-0"A1 LIFE SAFETY PLAN OVERALL
CODE SUMMARY:
OCCUPANCY: STORAGE S1
CONSTRUCTION TYPE: IIB - NON-PROTECTED
STORIES: 1
SPRINKLERS: NO
FIRE ALARM / MNS: NO
FIRE EXTINGUISHERS: NO
SEPARATIONS: NONE
BUILDING AREAS:
ACTUAL AREA: 2,302 FT2
IBC ALLOWED (NO SPRINKLERS): 17,500 FT2
OPEN AREA CREDIT: NOT TAKEN
STORIES ALLOWED: 2
FIRE CODES:
IBC, 2021
LSC/NFPA 101, 2021
UFC 3-600-01, CH6 2021
EXIT ANALYSIS:
# EXIT POINTS FROM OCCUPIED AREAS: 1 PER CAGE
(SECOND DOOR NORMALLY LATCHED CLOSED)
EXIT WIDTH GROSS: 36" EACH CAGE
EXIT WIDTH CLEAR: 32" EACH CAGE
OCCUPANT FACTOR: 0.2" / PERSON
EGRESS CAPACITY: 160 OCCUPANTS FROM EACH CAGE
OCCUPANT FACTORS: NFPA 101, 7.3.1.2
STORAGE: NOT APPLICABLE
TRAVEL DISTANCES ALLOWED:
STORAGE SPACES:
LIMIT: 200'
COMMON PATH: 50'
DEAD-END: 50'
TRAVEL 43'
32" 160/1
32" 160/1
32" 160/1
TRAVEL 43'
TRAVEL 50'
SHEET ID
US Army Corps of Engineers ®
D
C
B
A
E
F
G
2 3 4 5 6 7 8 9 10
37345
SCOTT WADE
LACEY
Re g is ter ed
Pro fessional Engineer (Fi re Protect i on)
CERTIFICATE NO
D A T E
S I
G N
ED
AR I
Z O N A U .S.A
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:
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
M
AR
C
H
<T
BD
<T
BD
SW
L
SW
L
SB
C
AR
C
H _M
O D
EL
.rv t
C
AT
-C O
D E
C H
AR
LE
ST
O
N D
IS
TR
IC
T
A
H
AG
O O
D A
VE
C
H
AR
LE
ST
O N
, S C
FO
R
T
JA
C
KS
O N
, S O
U
TH
C
AR
O
LI
N A
R
EC
EP
TI
O N
B
AT
TA
LI
O N
C O
M
PL
EX
, P
H
AS
E
II
PR
O
JE
C
T N
O . 8
TR
AI
N
EE
B
AR
R
AC
KS
JM
C
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
Th e
Jo hn so n-
M cA da m s Fi rm P
.A
W es t M ar ke t S t.
G re en w oo d, M
S
Ph on e (6
) 4
-4
P ar kw ay
L an e, S ui te
Pe ac ht re e C or ne rs , G
A
Ph on e (6
) 3
-7
Fa x
(6
) 3
-7
READY TO ADVERTISE DESIGN SUBMITTALISSUED FOR CONSTRUCTION
TRAVEL DISTANCE
32" 160/36
EGRESS CLEAR WIDTH
CAPACITY / NO. OF OCCUPANTS
SCALE: = 1'-0"
0 4 84
1/4"
SHEET NOTES:
TRUE N
PLAN
NORTH
LIFE SAFETY PLANLEGEND:
2400 SF
Area
FORT JACKSON, SOUTH CAROLINA
RECEPTION BATTALION COMPLEX. PHASE II
STORAGE BUILDING
GROSS FLOOR AREA CALCULATION
AREAS:
2,400 SFAREA 1
2,400 SF
(LEVEL 1)
BUILDING TOTAL GROSS
SCOPE TOTAL MAX. ALLOWABLE GROSS AREA 2,400 SF
T R
U E
N
PLAN
NORTH
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Arch_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:30:03 PM
M
A R
C H
T
B D
T
B D
R E
H
J L F
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GG-102
G R
O S
S A
R E
A P
L A
N
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
SCALE: = 1'-0"
0 4 84
1/4"
SCALE: 1/4" = 1'-0"A1
GROSS AREA PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A T
1705.2.2 COLD-FORMED STEEL DECK
MATERIAL / ACTIVITY
1. MANUFACTURER DOCUMENTS (VERIFY REPORTS AND
CERTIFICATES AS LISTED IN SDI QA/QC, SECTION 2,
PARAGRAPHS 2.1 AND 2.2 FOR COMPLIANCE WITH
CONSTRUCTION DOCUMENTS)
SERVICE
SUBMITTAL
REVIEW
EXTENT
EACH SUBMITTAL
2. MATERIAL VERIFICATION OF STEEL DECK, MECHANICAL
FASTENERS AND WELDING MATERIALS
SHOP AND FIELD
INSPECTION
PERIODIC
3. COLD-FORMED STEEL DECK PLACEMENT:
a. INSPECTION TASKS PRIOR TO DECK PLACEMENT
(PERFORM THE QA TASKS LISTED IN SDI QA/QC,
APPENDIX 1 TABLE 1.1)
b. INSPECTION TASKS AFTER DECK PLACEMENT (PERFORM
THE QA TASKS LISTED IN SDI QA/QC, APPENDIX 1 TABLE 1.2)
4. COLD-FORMED STEEL DECK WELDING: SHOP AND FIELD
INSPECTION
a. INSPECTION TASKS PRIOR TO WELDING (OBSERVE THE
QA TASK LISTED IN SDI QA/QC, APPENDIX 1 TABLE 1.2)
OBSERVE
b. INSPECTION TASKS DURING WELDING (OBSERVE THE QA
TASK LISTED IN SDI QA/QC, APPENDIX 1 TABLE 1.4)
OBSERVE
C. INSPECTION TASKS AFTER WELDING (PERFORM THE QA
TASK LISTED IN SDI QA/QC, APPENDIX 1 TABLE 1.5)
PERFORM
5. COLD-FORMED STEEL DECK MECHANICAL FASTENING:
SHOP AND FIELD
INSPECTION
PERIODIC
SHOP AND FIELD
INSPECTION
PERFORM
PERFORM
a. INSPECTION TASKS PRIOR TO MECHANICAL FASTENING
(OBSERVE THE QA TASK LISTED IN SDI QA/QC,
APPENDIX 1 TABLE 1.6)
OBSERVE
OBSERVE
PERFORM
b. INSPECTION TASKS DURING TO MECHANICAL FASTENING
(OBSERVE THE QA TASK LISTED IN SDI QA/QC,
APPENDIX 1 TABLE 1.7)
c. INSPECTION TASKS AFTER TO MECHANICAL FASTENING
(OBSERVE THE QA TASK LISTED IN SDI QA/QC,
APPENDIX 1 TABLE 1.8)
1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
MATERIAL / ACTIVITY
1. INSPECTION AND PLACEMENT VERIFICATION OF REINFORCING
STEEL
SERVICE EXTENT
2. REINFORCING BAR WELDING:
3. INSPECTION OF ANCHORS CAST IN CONCRETE
a. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR
UPWARD - INCLINED ORIENTATION THAT RESIST
SUSTAINED TENSION LOADS
b. MECHANICAL AND ADHESIVE ANCHORS NOT DEFINED IN 4a
5. VERIFY USE OF APPROVED DESIGN MIX SHOP AND FIELD
INSPECTION
SHOP AND FIELD
INSPECTION
SHOP AND FIELD
INSPECTION
PERIODIC
a. VERIFICATION OF WELDABILITY OF BARS OTHER THAN
ASTM A706
b. INSPECTION OF SINGLE-PASS FILLET WELDS 5/16 OR LESS
IN SIZE
C. INSPECTION OF ALL OTHER WELDS CONTINUOUS
PERIODIC
PERIODIC
PERIODIC
4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS PER RESEARCH REPORTS, OR, IF NO
SPECIFIC REQUIREMENTS ARE PROVIDED, REQUIREMENTS SHALL
BE PROVIDED BY THE REGISTERED DESIGN PROFESSIONAL AND
APPROVED BY THE BUILDING OFFICIAL, INCLUDING VERIFICATION OF
ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, HOLE
CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES,
CONCRETE MINIMUM THICKNESS, ANCHOR EMBEDMENT AND
TIGHTENING TORQUE (b)
FIELD
INSPECTION
PERIODIC OR AS
REQUIRED BY
THE RESEARCH
REPORT ISSUED
BY AN
APPROVED
SOURCE
CONTINUOUS
PERIODIC
PERIODIC
6. PRIOR TO PLACEMENT, FRESH CONCRETE SAMPLING,
PERFORM SLUMP AND AIR CONTENT TEST AND DETERMINE
TEMPERATURE OF CONCRETE AND PERFORM ANY OTHER
TESTS AS SPECIFIED IN CONSTRUCTION DOCUMENTS
SHOP AND FIELD
INSPECTION
CONTINUOUS
7. INSPECTION OF ANCHORS PLACEMENT FOR PROPER
APPLICATION TECHNIQUES
SHOP AND FIELD
INSPECTION
CONTINUOUS
8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE
AND TECHNIQUES
SHOP AND FIELD
INSPECTION
9. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO
REMOVAL OF SHORES AND FORMS FROM BEAMS AND
STRUCTURAL SLABS
REVIEW FIELD
TESTING AND
LABORATORY
REPORTS
10. INSPECT FORMWORK FOR SHAPE, LINES, LOCATION AND
DIMENSIONS
FIELD
INSPECTION
PERIODIC
PERIODIC
PERIODIC
11. CONCRETE STRENGTH TESTING AND VERIFICATION OF
COMPLIANCE WITH CONSTRUCTION DOCUMENTS
PERIODIC
FIELD TESTING
AND REVIEW OF
LABORATORY
REPORTS
NOTES:
a. WHERE APPLICABLE, SEE ALSO SECTION 1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.
b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND
SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK.
1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
MATERIAL / ACTIVITY
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY
SERVICE EXTENT
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND
HAVE REACHED PROPER MATERIAL
FIELD
INSPECTION
PERIODIC
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED
FILL MATERIALS
FIELD
INSPECTION
FIELD
INSPECTION
CONTINUOUS
PERIODIC
PERIODIC
4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT
THICKNESS DURING PLACEMENT AND COMPACTION OF
CONTROLLED FILL
FIELD
INSPECTION
5. PRIOR TO PLACEMENT OF CONTROLLED FILL, INSPECT
SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED
PROPERLY
FIELD
INSPECTION
PERIODIC
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Arch_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:30:05 PM
M
A R
C H
T
B D
T
B D
R E
H
J L F
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GG-103
S P
E C
IA
L I
N S
P E
C T
IO
N
S
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
M A
R K
D E
S C
R
IP
T
IO
N D
A T
ARCHITECTURAL COMPONENTS SECTION
ARCHITECTURAL COMPONENTS - VERIFY THE FOLLOWING ARE IN COMPLIANCE 2021 IBC 1705.12.5, 1705.12.7
TASK INSPECTION TYPE DESCRIPTION
1. ERECTION AND FASTENING OF
EXTERIOR CLADDING AND INTERIOR
AND EXTERIOR VENEER.
OBSERVE VERIFY APPROPRIATE MATERIALS, FASTENERS AND ATTACHMENT AT
COMMENCEMENT OF WORK AND AT COMPLETION. [INSPECTOR NOTE:
INSPECTION NOT REQUIRED IF HEIGHT IS LESS THAN 30 FEET OR WEIGHT IS
LESS THAN 5PSF]
2. INTERIOR AND EXTERIOR
NON-LOAD BEARING WALLS
OBSERVE VERIFY APPROPRIATE MATERIALS, FASTENERS AND ATTACHMENT AT
COMMENCEMENT OF WORK AND AT COMPLETION. [INSPECTOR NOTE:
INSPECTION NOT REQUIRED IF INTERIOR NON-LOAD BEARING WALLS WEIGH
LESS THAN 15PSF]
PLUMBING/MECHANICAL/ELECTRICAL DESIGNATED SEISMIC SYSTEMS SECTION
PLUMBING, MECHANICAL AND ELECTRICAL IBC 1705.12.6
TASK INSPECTION TYPE DESCRIPTION
[NOTE: THIS SECTION IS NOT APPLICABLE TO SEISMIC DESIGN CATEGORIES A OR B. UNCHECK THIS SECTION IF ONE OF THOSE CATEGORIES APPLIES. CONFIRM SEISMIC DESIGN CATEGORY WITH STRUCTURAL ENGINEER]
1. ANCHORAGE OF ELECTRICAL
EQUIPMENT FOR EMERGENCY
AND STANDBY POWER SYSTEMS
OBSERVE CHECK FOR GENERAL CONFORMANCE
2. ANCHORAGE OF ALL OTHER
ELECTRICAL EQUIPMENT IN
SEISMIC DESIGN CATEGORIES E
AND F ONLY (SEE FIRST PAGE OF
THIS SCHEDULE FOR SEISMIC
DESIGN CATEGORY)
OBSERVE CHECK FOR GENERAL CONFORMANCE
3. INSTALLATION AND ANCHORAGE
OF VIBRATION ISOLATION SYSTEMS
WHERE THE CONSTRUCTION
DOCUMENTS REQUIRE A NOMINAL
CLEARANCE OF ¼” OR LESS
BETWEEN SUPPORT FRAMING AND
RESTRAINT.
OBSERVE CHECK FOR GENERAL CONFORMANCE
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Arch_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:30:06 PM
M
A R
C H
T
B D
T
B D
R E
H
J L F
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GG-104
S P
E C
IA
L I
N S
P E
C T
IO
N
S
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
M A
R K
D E
S C
R
IP
T
IO
N D
A T
AFF
AISC
APPROX.
ARCH.
AHU
AWS
BC
bf
BFF
BOT. OR B
BRG
CJ OR CONST. JT.
CL
C.G.
CLR.
CMU
COL.
COMP.
CONC.
CONT.
CRSI
D
DIA.
db
DCJ
DL.
DO
DWG.
EL.
E.O.S.
EQ.
E.S.
E.W.
EXP.
FD
FIN.
F.F.
GALV.
GR
HSS
IP
IN
JST
JT.
K
KSF
LL
LLH
LLV
MAX.
MECH.
MIN.
NO. OR #
O.C.
OF
PL
PSF
PSI
RP
REQ'D
SP
SN
SCH
SJ
STIFF.
T t
TC
T.O.C.
T.O.S.
TYP.
U.N.O.
W/
WWF
W.P.
ABBREVIATIONS
ABOVE FINISHED FLOOR
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
APPROXIMATE
ARCHITECTURAL
AT
AIR HANDLING UNIT
AMERICAN WELDING SOCIETY
BOTTOM CHORD
FLANGE WIDTH
BELOW FINISHED FLOOR
BOTTOM OR BOTTOM MOST
BEARING
CONSTRUCTION JOINT
CENTERLINE
CENTER OF GRAVITY
CLEAR
CONCRETE MASONRY UNIT
COLUMN
COMPOSITE
CONCRETE
CONTINUOUS
CONCRETE REINFORCING STEEL INSTITUTE
DEPTH
DIAMETER
BAR DIAMETER
DOWELED CONTROL JOINT
DEAD LOAD
DITTO
DRAWING
ELEVATION
EDGE OF SLAB
EQUALLY
EACH SIDE
EACH WAY
EXPANSION
FLOOR DRAIN
FINISHED, FINISH
FINISHED FLOOR
GALVANIZED
GALVANIZED STEEL GRATING
HOLLOW STEEL SECTION
POSITIVE MOMENT OF INERTIA
NEGATIVE MOMENT OF INERTIA
JOIST
JOINT
KIP (KILO POUND)
KIPS PER SQUARE FOOT
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
MAXIMUM
MECHANICAL
MINIMUM
NUMBER
ON CENTER
OUTSIDE FACE
PLATE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
RADIUS POINT
REQUIRED
POSITIVE SECTION MODULUS
NEGATIVE SECTION MODULUS
SCHEDULE
SAW JOINT
STIFFENER
TRUSS
THICKNESS
TOP CHORD
TOP OF COLUMN
TOP OF STEEL
TYPICAL
UNLESS OTHERWISE NOTED
WITH
WELDED WIRE FABRIC
WORKING POINT
GENERAL NOTE:
CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS AND
DIMENSIONS PRIOR TO BEGINNING ANY WORK .
DESIGN WIND PRESSURE COMPONENTS AND CLADDING (C & C)
TABLE 1
DESIGN WIND PRESSURES FOR COMPONENTS & CLADDING (PSF)
NOTE:
THE DESIGN WIND PRESSURES SHOWN BELOW ARE BASED UPON THE ULTIMATE DESIGN WIND SPEED OF 117 MPH. THE WIND PRESSURES SHOWN ARE TO BE USED WITH THE LOAD AND RESISTANCE FACTOR (LRFD) METHOD. ALLOWABLE STRENGTH DESIGN (ASD) PRESSURES SHOULD BE CALCULATED BASED UPON
A NOMINAL VELOCITY OF 91 MPH.
NOTES:
1. DESIGN WIND PRESSURES INDICATED SHALL BE USED IN THE DESIGN OF ALL COMPONENTS &
CLADDING ELEMENTS COMPRISING THE BUILDING ENVELOPE.
2. POSITIVE PRESSURES ACT INWARD, TOWARD THE WIND SURFACE. NEGATIVE PRESSURES ACT
OUTWARD, AWAY FROM THE WIND SURFACE.
3. LINEAR INTERPOLATION IS PERMITTED FOR INTERMEDIATE EFFECTIVE WIND AREAS.
SURFACE PRESSURE (psf)
AREA WIND ZONE 10sf 20sf 100sf 200sf
ROOF
ROOF
ROOF
ROOF
OVERHANG
OVERHANG
OVERHANG
WALLS
WALLS
WALLS
C & C ZONE DIAGRAM ___ ______________
OVERHANG
NEGATIVE ZONE 1 -48.0 -48.0 -38.3 -38.3
NEGATIVE ZONE 2e -64.2 -58.9 -46.8 -41.5
NEGATIVE ZONE 2r -83.6 -75.4 -56.2 -48.0
NEGATIVE ZONE 3 -90.1 -81.1 -60.2 -51.2
ROOF POSITIVE ALL ZONES 28.5 24.6 16.0 16.0
NEGATIVE ZONE 1 -58.4 -58.4 -64.8 -64.8
NEGATIVE ZONE 2e -74.6 -73.1 -69.6 -68.1
NEGATIVE ZONE 2r -94.0 -89.5 -79.1 -74.6
NEGATIVE ZONE 3 -120.0 -106.5 -75.1 -61.6
AREA WIND ZONE 10sf 100sf 200sf 500sf
SURFACE PRESSURE (psf)
NEGATIVE ZONE 4 -41.5 -35.8 -34.1 -31.8
NEGATIVE ZONE 5 -51.2 -39.8 -36.3 -31.8
POSITIVE ZONE 4 & 5 38.3 32.5 30.8 28.5
SYMBOLS:
VIEW TITLES:
PLAN SYMBOLS:
SECTION NUMBER
DWG. NO. WHERE
SECTION IS DRAWN
WALL SECTION MARK
SECTION NUMBER
DWG. NO. WHERE
SECTION IS DRAWN
BUILDING SECTION MARK
ELEVATION
NUMBER (TYP.)
DWG. NO. WHERE
ELEVATION IS DRAWN
INTERIOR ELEVATION MARK
DWG. NO. WHERE
DETAIL IS DRAWN
CALLOUT HEAD
DETAIL NUMBER (TYP.)
AREA COVERED BY
DETAIL
DOOR TAG WINDOW &
LOUVER TAG
ROOM TAG PARTITION TYPE KEYNOTE
TAG
CEILING TAG
(HEIGHT)
CEILING TAG
(TYPE & HEIGHT)
CEILING HGT.
CEILING TYPE
SUBSCRIPT
TYPE (AS REQ)
PARTITION TYPE
EQUIPMENT
TAG
DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)
NORTH ARROWS
FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAIL VIEWS TITLE
? A.F.F. ? ?
N
SCALE: ?
EXTERIOR ELEVATION MARK
ELEVATION
NUMBER (TYP.)
DWG. NO. WHERE
ELEVATION IS DRAWN
REVISION
TAG
N
NCS AEC
TRUE
NORTH
TRUE
NORTH
a.
T
Y P
a. TYP
2e
2e2e 2r
2r
2e
2r a.
T
Y P 2r
3 3
NOTE:
a=10% OF LEAST
HORIZONTAL DIMENSION
COLD FORMED STEEL TRUSS
CONSTRUCTION JOINT, SEE DETAIL ON
ROOF DECK
CJ
PLAN LEGEND:
/E1 GS-100
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Struct_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:14:10 PM
M
A R
C H
T
B D
T
B D
T H
T
R P
B
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GS-000
G E
N E
R A
L N
O T
E S
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
M A
R K
D E
S C
R
IP
T
IO
N D
A T
DESIGN CRITERIA
CODES AND STANDARDS
A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN
CONCRETE INSTITUTE (ACI), ACI 318-19(22).
B. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE 7-16.
C. INTERNATIONAL BUILDING CODE (IBC), 2021
D. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE, TMS 402/602-16
E. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION
MANUAL, 14th EDITION
F. STRUCTURAL COMPONENTS IN THIS PROJECT DESIGNED USING LFRD
METHODOLOGY
G. AISI AMERICAN IRON AND STEEL INSTITUTE.
1.0 MINIMUM DESIGN LOADS AND REQUIREMENTS IN ACCORDANCE WITH IBC, 2021
M&E
COLLATERAL
ROOF LIVE LOAD
GROUND SNOW LOAD
WIND DESIGN DATA:
ULTIMATE WIND SPEED
RISK CATEGORY
WIND IMPORTANCE FACTOR
WIND EXPOSURE
COMPONENTS AND CLADDING DESIGN PRESSURE
EARTHQUAKE DESIGN DATA:
SEISMIC IMPORTANCE FACTOR
OCCUPANCY CATEGORY
SS
S1
SITE CLASS
SDS
SD1
SEISMIC DESIGN CATEGORY
SEISMIC RESISTING SYSTEM
DESIGN BASE SHEAR
CS
R
STRUCTURAL NOTES
10 PSF
10 PSF
20 PSF
(REDUCIBLE)
10 PSF
117 MPH
II
1.0
C
SEE TABLE 1
1.0 C
0.428g 0.146g
C 0.416g 0.115g
D
STEEL FRAMES NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
0.101 W
0.101
3.0
EQUIVALENT LATERAL FORCE
2.0 MATERIALS
CONCRETE (28-DAY STRENGTH):
CONCRETE WALLS, CURBS & GUTTERS
FLOOR SLABS
ALL OTHERS
REINFORCING:
BARS
WELDED WIRE FABRIC
4000 PSI (COMP. STRENGTH)
4000 PSI (COMP. STRENGTH)
4000 PSI (COMP. STRENGTH)
ASTM A615/A615M
ASTM A185
APPLICABLE SHAPE SERIES
W M S C
MC
L
HSS (RECTANGLE)
HSS (ROUND)
PIPE
PLATES
PLATES
BARS
ASTM DESIGNATION
A992 A36 A36 A36 A36 A36
A500 A500 A53 A36
A572 A572
MIN. YIELD STRESS (FY) (KSI)
BOLTS:
BOLTS
CONCRETE MASONRY UNITS:
HOLLOW LOAD BEARING UNITS
MORTAR:
MORTAR SHALL BE TYPE S CONFORMING TO ASTM C270. ALL GROUT SHALL BE
PUDDLED OR VIBRATED IN PLACE.
ANCHOR RODS:
ANCHOR RODS
GROUT:
GROUT
HEADED STEEL STUDS:
YIELD STRENGTH
SHANK DIAMETER
HEAD DIAMETER
HEAD THICKNESS
LENGTH
ASTM A325, BEARING TYPE N
ASTM C90
ASTM F1554. GRADE 36
2 KSI
36 KSI
1/2"
1" 5/8"
6"
STRUCTURAL STEEL SHAPES, PLATES AND MISCELLANEOUS SHAPES:
3.2 UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED OTHERWISE
PROVIDE DEVELOPMENT LENGTH FOR REINFORCING IN CONCRETE
COMPONENTS IN ACCORDANCE WITH THE SCHEDULE IN NOTE 3.3 BELOW.
THIS SCHEDULE SHALL APPLY TO ALL DEVELOPMENT LENGTHS NOT
OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE DRAWINGS OR
SPECIFICATIONS.
3.3 CONCRETE REINFORCEMENT:
NO SPLICES OF REBAR REINFORCEMENT SHALL BE PERMITTED EXCEPT AS
DETAILED OR AUTHORIZED . MAKE BARS CONTINUOUS AROUND CORNERS
WITH CORNER BARS.
WHERE PERMITTED, TENSION AND COMPRESSION REINFORCEMENT SPLICE
LENGTHS IN CONCRETE SHALL BE PROVIDED AS FOLLOWS:
a. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE
CAST BELOW THE BARS.
b. THE TABLE ABOVE IS BASED ON A CONCRETE COVER AT LEAST WQUAL TO
THE BAR DIAMETER AND A CENTER TO CENTER BAR SPACING AT LEAST
EQUAL TO 3 TIMES THE BAR DIAMETER. MULTIPYTHE ABOVE LENGTHS BY
1.5 WHERE THESE CONDITIONS DO NOT EXSIST.
3.4 ABOVE WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER
SIZE GOVERNS THE LAP LENGTH UNLESS SPECIFICALLY NOTE OTHERWISE.
3.5 WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN
GRADE BEAMS, WALLS, SLABS AND/OR BEAMS, SPLICE CONTINUOUS
REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS.
STAGGER ALL SPLICES A MINIMUM OF 4'0". ADJACENT BAR SPLICES ARE
NOT ACCEPTABLE. LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE
HALF OF THE SPAN AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS,
OR BETWEEN SUPPORTS AND 1/3 SPAN POINT, UNLESS NOTED
OTHERWISE ON PLANS, DETAILS OR SCHEDULES.
3.6 HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL
HAVE 90- DEGREE BENDS AND EXTENSIONS, OR CORNER BARS OF
EQUIVALENT SIZE LAPPED 42 BAR DIAMETERS AT CORNERS AND
INTERSECTIONS.
3.7 HORIZONTAL JOINTS WILL NOT BE PERMITTED IN CONCRETE
CONSTRUCTION EXCEPT AS SHOWN ON THE DRAWINGS. VERTICAL JOINTS
SHALL OCCUR AT LOCATIONS INDICATED.
3.8 AT CONSTRUCTION JOINTS, CONTACT SURFACES SHALL BE CLEAN AND
FREE OF LATENCIES AND INTENTIONALLY ROUGHENED TO A FULL
AMPLITUDE OF APPROXIMATELY 1/4 INCH
3.9 PROVIDE FULL EMBEDMENT WITH 90-DEGREE HOOKS FOR ALL DOWELS IF
NOT OTHERWISE NOTED.
3.10 CHAMFER ALL EXPOSED TO VIEW CORNERS 3/4", U.N.O.
3"
1 1/2" 2"
1" 1 1/2"
4.0 LIGHT GAGE LOAD BEARING STEEL STUD WALLS:
4.1 THE DESIGN OF THE LIGHTGAGE METAL FRAMING CONFORMS TO THE
LATEST EDITION OF "SPECIFICATION FOR THE DESIGN OF COLD-FORMED
STEEL STRUCTURAL MEMBERS," (AISI).
4.2 MATERIALS: STUDS, RUNNERS, BRIDGING, BRACING AND ANGLES SHALL
MEET THE REQUIREMENTS OF ASTM C955 WITH A MINIMUM YEILD
STRENGTH OF 50 KSI. STUDS 16 GA. AND HEAVIER SHALL HAVE A MINIMUM
YIELD STRENGTH OF 50 KSI.
4.3 "C" SHAPED STUDS AND JOISTS SHALL HAVE A MINIMUM FLANGE WIDTH OF
1 5/8 INCH AND RUNNERS SHALL HAVE A MINIMUM OUTSTANDING LEG OF
1 1/4 INCH.
4.4 STRUCTURAL PROPERTIES SHALL BE COMPUTED IN ACCORDANCE WITH
LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED
STEEL STRUCTURAL MEMBERS."
4.5 IN ADDITION TO THE DETAILING ON THE DRAWINGS, PROVIDE RUNNERS,
BLOCKING, LINTELS, CLIP ANGLES, BRACING, STIFFENERS, FASTENERS AND
OTHER ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER AS
NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM.
4.6 LIGHT GAGE MEMBERS SHALL HAVE A G60 ZINC COATING MEETING ASTM
A653/A653A. WELDS SHALL BE TOUCHED UP WITH A ZINC RICH OROTECTIVE
PAINT FOR CORROSION RESISTANCE.
4.7 ALL STUDS/JOIST SHALL BE FULL LENGTH. NO SPLICING PERMITTED
UNLESS SPECIFICALLY DETAILED.
4.8 STUD WALL TO BE DESIGNED TO RESIST ALL VERTICAL AND LATERAL
LOADS REQUIRED BY THESE DOCUMENT.
4.9 THIS IS A DELEGATED DESIGN IN ACCORDANCE WITH AISI S214 AND IBC.
3.0 CAST-IN-PLACE CONCRETE NOTES
3.1 CONCRETE COVER FOR REINFORCEMENT:
A. CONCRETE DEPOSITED AGAINST AND PERMANENTLY
EXPOSED TO EARTH
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
#5 BARS OR SMALLER
#5 BARS OR LARGER
C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH
GROUND:
SLABS, WALLS, AND JOISTS
BEAMS
5.0 FOUNDATION AND STRUCTURAL SLAB:
5.1 FOUNDATION SHALL CONSIST OF SHALLOW COLUMN AND STRIP FOOTINGS.
DESIGN BEARING PRESSURE IS 3 KSF BASED UPON GEOTECHNICAL
INVESTIGATION PERFORMED BY UNITED CONSULTING.
5.2 ALL AT GRADE SLABS SHALL BE CONSTRUCTED ON 4 INCH CAPILLARY
WATER BARRIER FORM WITH A 15 MIL VAPOR BARRIER.
5.3 PROTECT PIPES AND CONDUITS RUNNING THRU WALLS AND SLABS WITH
1/2 INCH EXPANSION MATERIAL.
5.4 MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS
ARE PLACED.
5.5 ARRANGE FOR OWNER'S INDEPENDENT TESTING AGENCY TO MONITOR
CUT AND FILL OPERATIONS, AND PERFORM FIELD DENSITY AND MOISTURE
CONTENT TESTS TO VERIFY COMPACTION AND APPROVE FOOTING SUBGRADE
PRIOR TO PLACING CONCRETE.
5.6 DON NOT PLACE SLAB AGAINST SUBGRADE CONTAINING FREE WATER,
FROST, OR ICE.
5.7 MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE
SURFACE RUNOFF AWAY FROM STRUCTURES AND TO PREVENT PONDING OF
SURFACE RUNOFF NEAR THE STRUCTURES.
5.8 KEEP OPEN EXCAVATIONS AROUND BUILDING DRY. BACKFILL AGAINST
GRADE BEAMS AS SOON AS PRACTICAL. PUMP WATER OUT OF OPEN
EXCAVATIONS IF FLOODING OCCURS PRIOR TO BACKFILLING.
6.0 GENERAL:
6.1 WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL
ONLY APPLY TO LIKE OR SIMILAR CONDITIONS.
7.0 STRUCTURAL STEEL NOTES:
7.1 DIMENSIONS: TO CENTERLINES OF COLUMNS AND BEAMS AND TO TOP
SURFACES TO TOP FLANGES OF BEAMS, AND BACKS OF CHANNELS AND ANGLES,
UNLESS SHOWN OTHERWISE.
7.2 ELEVATIONS: REFER TO TOP SURFACE OF FLANGE OR MEMBER, UNLESS
SHOWN OTHERWISE.
7.3 WELD SIZES NOT INDICATED ON DRAWINGS: PROVIDE MINIMUM WELD
CONNECTIONS IN ACCORDANCE WITH AISC. WELD IN ACCORDANCE WITH AWS
REQUIREMENTS
7.4 STRUCTURAL OR MISCELLANEOUS STEEL: STRUCTURAL OR
MISCELLANEOUS STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE WITH THE AISC SPECIFICATIONS FOR BUILDINGS. SHOP
CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE MADE WITH
MINIMUM 3/4" DIAMETER ASTM A325 TYPE N BOLTS, UNLESS OTHERWISE NOTED.
PROVIDE 4X4X1/4 ANGLE FRAMES FOR OPENINGS IN ROOF, UNLESS OTHERWISE
NOTED. FRAMES TO BE WELDED TO SUPPORTING MEMBERS.
7.5 STEEL DECK: STEEL DECKS SHALL BE AS INDICATED WITH OVERLAPPING
OR INTERLOCKING EDGES IN ACCORDANCE WITH THE STANDARD SPECIFICATION
OF THE STEEL DECK INSTITUTE. MINIMUM PROPERTIES OF DECK TO BE AS
PROVIDED BELOW. DECK IS TO BE SECURELY ATTACHED AS SPECIFIED.
ROOF DECK-TYPE I ____________
RIB HEIGHT 1 1/2 IN
PITCH 6
GAGE 22
+S 0.176 IN3/FT
-S 0.188 IN3/FT
7.6 STEEL DECKS SHALL BE PROVIDED WITH SUFFICIENT RIB WIDTH TO ALLOW
INSTALLATION OF ROOF DECK PURLINS REQUIRED TO SUPPORT THE STANDING
SEAM METAL ROOF.
7.7 ATTACH ROOF DECK WITH 36/7 PATTERN W/2 STITCH CONNECTOR PER
PANEL SIDE.
7.8 NET DECK UPLIFT SHALL BE THE PRESSURE SHOWN IN THE COMPONENTS
AND CLADDING SECTION ABOVE, MINUS 6 PSF.
7.9 DECK TO BE ATTACHED 5/8" PUDDLE WELDS.
8.0 ADHESIVE ANCHORS:
8.1 ADHESIVE ANCHORS SHALL BE STAINLESS STEEL AND HAVE AN
ALLOWABLE LOAD AS AND SHOWN IN THE FOLLOWING TABLE.
DIAMETER
(INCHES)
3/4"
EMBEDMENT DEPTH
(INCHES)
3"
SHEAR STRENGTH
(POUNDS)
TENSION
(POUNDS)
9.0 FIELD INSTALLED ADHESIVE BOLT NOTES:
A. INSTALL BOLTS PERPENDICULAR TO THE FACE OF CONCRETE. DEVIATION
FROM PERPENDICULAR GREATER THAN 10 DEGREES WILL NOT BE
ACCEPTABLE.
B. CREATE A TEMPLATE AT EACH BOLT CONNECTION LOCATION PRIOR TO
FABRICATING HOLES IN CONNECTION PLATES. MAKE TEMPLATE BY
LOCATING EXISTING REBAR WITH A PACHOMETER. REPOSITION BOLTS A
MAXIMUM OF 1-1/2 INCHES TO AVOID CONFLICTS WITH EXISTING
REINFORCING.
C. DRILL HOLES TO DEPTH AND DIAMETER RECOMMENDED BY
MANUFACTURER. DO NO ENLARGE OR REDIRECT HOLES ALONG LENGTH
OF BOLT.
D. DRILL HOLES IN CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE
USING COMPRESSED AIR.
E. FILL ABANDONED HOLES WITH EPOXY GROUT.
ADHESIVE ANCHORS SHALL BE STAINLESS STEEL AND HAVE AN ALLOWABLE
LOAD AS AND SHOWN IN THE FALLOWING TABLE.
10.0 COLD FORMED ROOF TRUSSES:
10.1 MATERIALS:
A. FOR ALL CHORD WEB MEMBERS: FABRICATE COMPONENTS OF
STRUCTURAL QUALITY STEEL SHEET PER ASTM A653 WITH MINIMUM YIELD
STRENGTH OF 50,000 PSI.
B. BRACING, BRIDGING AND BLOCKING MEMBERS: FABRICATE COMPONENTS
OF COMMERCIAL QUALITY STEEL SHEET PER ASTM A653 WITH MINIMUM
YIELD STRENGTH OF 33,000 PSI.
10.2 FINISH: PROVIDE COMPONENTS WITH PROTECTIVE ZINC COATING
COMPLYING WITH ASTM A653, MINIMUM G60 COATING.
10.3 FASTENINGS:
MANUFACTURER RECOMMENDED SELF DRILLING SCREWS WITH
CORROSION-RESISTANT PLATED FINISH. FASTENERS SHALL BE OF
SUFFICIENT SIZE AND NUMBER TO ENSURE THE STRENGTH OF THE
CONNECTION.
10.4 NOTE THIS IS A DELEGATED DESIGN IN ACCORDANCE WITH AISI S214 AND
IBC.
BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11
TOP BAR SPLICE SIZE 28" 37" 47" 56" 81" 93" 150" 118" 131"
BOTTOM BAR SPLICE SIZE 22" 29" 36" 43" 63" 72" 81" 91" 101"
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Struct_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:14:11 PM
M
A R
C H
T
B D
T
B D
T H
T
R P
B
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GS-001
G E
N E
R A
L N
O T
E S
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
M A
R K
D E
S C
R
IP
T
IO
N D
A T
(2) #5, TOP
(2) #5, BOT.
W.W.F.6
5" 6 1/2"
1' - 6"
BRICK LEDGE &
CURB
F.F.: 0'-0"
COLD FORMED STEEL
LOAD BEARING AND
SHEAR WALL
(2) #5, TOP
#4 @ 12" O.C.
15 mil VAPOR
BARRIER
4" CAPILARY
WATER BARRIER
#5
(2) #5, BOT.
W.W.F.
(2) #5, TOP
1' - 6"
BRICK LEDGE AND CURB,
BEYOND
F.F.: 0'-0"
COLD FORMED STEEL
LOAD BEARING AND
SHEAR WALL, BEYOND
11 1/2"
15 mil VAPOR
BARRIER
4" CAPILARY
WATER BARRIER
(2) #5, BOT.
W.W.F.
(2) #5, TOP.
6 1/2" 5 1/2"
1' - 6"
1" EXP. JT. MATERIAL
RETAINING WALL
SEE VOLUME 1
DETAIL A1/CS505
F.F. : 0'-0"
COLD FORMED STEEL
LOAD BEARING AND
SHEAR WALL
(2) #4, TOP.
#4 @ 12" O.C.
#4 @ 12" O.C.
15 mil
VAPOR
BARRIER
4" CAPILARY
WATER
BARRIER
6" SLAB W/ 6x6, W2.9 W.W.F.
E5
GS-100
TYP
E5
GS-100
TYP
C5
GS-100
TYP
A5
GS-100
TYP
A5
GS-100
TYP
RETAINING WALL,
SEE CIVIL DRAWINGS
1" EXP.JT.
E X
P
JT
39' - 0"
F.F.: 0'-0"
CJ
C J
CJ
CJ
1. SEE SHEETS GS-000 AND GS-001 FOR
GENERAL STRUCTURAL NOTES, BEAM
LEGEND AND ABBREVIATION KEY.
SHEET NOTES:
22 GA. GALV.
KEYWAY
W.W.F.
E Q
E Q
PREPARE THE EDGE ON EACH
SIDE OF JOINT W 1/8" RADIUS
AND FILL W/ FILLER MATERIAL
#5 DOWEL, 18"
LONG WHEN JOINT
IS WITHIN 24" OF
PARTITION WALL
E Q
E
Q FILLER MATERIAL
¼" SAW CUT
D E
P T
H O
F T
/4 S
A W
C U
T T
O
CONSTRUCTION JOINT CONTRACTION JOINT
CONTRACTION JOINT NOTES:
1. MAKE SAW CUT AS SOON AS SLAB IS ABLE TO SUPPORT WEIGHT
OF WORKERS AND SAWING EQUIPMENT WITHOUT DAMAGE TO
FINISH SURFACE OF SLAB.
2. ALL JOINTS SHALL BE CONTINUOUS. DO NOT OFFSET OR STAGGER
JOINTS.
3. CLEAN JOINT PRIOR TO FILLING THE JOINT.
JOINT FILLER MATERIAL NOTES:
1. FILLER MATERIAL USED SHALL BE EPOXY RESINS WITH A MINIMUM
SHORE "A" FILLER MATERIAL USED SHALL BE EPOXY RESINS WITH
A MINIMUM SHORE "A" HARDNESS OF 80 AND SHALL CONFORM TO
ASTM D2240.
2. WHERE POSSIBLE, FILLER MATERIAL SHALL BE APPLIED WHEN
BUILDING IS UNDER PERMANENT TEMPERATURE CONTROL. THIS
SHALL BE EITHER AT THE END OF CONSTRUCTION OF THE
COMPLETE BUILDING SHELL OR A MINIMUM OF 90 DAYS AFTER
SLAB CONSTRUCTION.
3. ALL EXPOSED SLAB JOINTS SHALL BE FILLED WITH FILLER
MATERIAL.
T R
U E
N
PLAN
NORTH
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Struct_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:14:13 PM
M
A R
C H
T
B D
T
B D
T H
T
R P
B
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GS-100
F L O
O R
P L A
N A
N D
D E
T A
IL
S
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSBSCALE: 1" = 1'-0"A5
TIE BEAMS W/ CURB AND LEDGE
SCALE: 1" = 1'-0"C5
TIE BEAMS W/O CURB AND LEDGE
SCALE: = 1'-0"
0 1 21
1"
SCALE: 1" = 1'-0"E5
TIE BEAM AT RETAINING WALL
SCALE: 1/8" = 1'-0"A1
LEVEL 1 - FOUNDATION
SCALE: = 1'-0"
0 8 168
1/8"
SCALE: 3/4" = 1'-0"E1
CONSTRUCTION/CONTRACTION JOINT
M A
R K
D E
S C
R
IP
T
IO
N D
A T
ATTACH STIFFCLIP TD TO
STUD WITH SELF-
DRILLING SCREWS
STIFFCLIP TD
ATTACH STUD TO TRACK
WITH SELF-DRILLING
SCREWS
ATTACH CLIP TO CONCRETE
SLAB/FOUNDATION W/
APPROVED ANCHOR
COLD FORMED
METAL TRUST
ATTACH BC600 TO STUD PUNCH-OUT
AND ATTACH TO BRIDGEBAR150 W/
2-#10 SCREWS TO EA. STUDS, ROWS
@ 5'-0" O.C. MAX AS SHOWN
BC600 W/
4 SCREWS
BRIDGEBAR
RUNNER TRACK
STUD 50 KSI 6.0" STUD DEPTH, 2.0"
FLANGE WIDTH, 54 MIL THICKNESS,
50 KSI MATERIAL STRERNGTH
5'-0" MAX.
SELF DRILLING SCREWS 3/4" =
MINIMUM EDGE DISTANCE SEE
PLAN FOR STUD/COLUMN AND
BOX HEADER DESIGNATION
WALL TRACK SEE
SECTION FOR
SPECIFICATION
HEADER SPECIFICATION
SEE (71/LSF)
STIFFCLIP [60 MIL]
SELF DRILLING SCREWS
3/4" = MINIMUM EDGE DISTANCE
SEE PLAN FOR STUD/COLUMN
AND BOX HEADER DESIGNATION
GALV. STEEL
SHEAR STRAP
TRACK (TOP)
(2) - 9/64" Ø POWDER DRIVEN
FASTNERS AT 16" MIN., 1 1/4"
EMBEDMENT STSAGGERED @ 8" O.C.
(2) - #6 TEK SCREWS, ONE EACH SIDE
STUDS
TRACK (BOTTOM)
MECHANICALLY FASTEN TRACK AT 16" O.C. (MAX)
(2) TEK SCREWS THRU FLANGES
NOTE:
BRACE STUD WALL TO BUILDING
STRUCTURE FOR STABILITY
NOTE:
IN STEEL FRAMING OR BENT PLATE USE SELF
DRILLING #10 SCREWS OR 9/64" Ø POWDER
DRIVEN x 1/4" MIN. PENETRATION INTO STEEL
1/16" JOINT,
TAPED &
MUDDED (TYP)
OUTLETS 16
SQ. IN. MAX.
METAL
STUDS
METAL
TRACK SIDING
ROOF
4'-0" GYP BD
(OPP SIDE)
FOUNDATION
CAULK
16"
16"
16" 16"
16" 16"
4'-0"
EXTERIOR
G A
L V
S
T E
L
S H
E A
R S
T R
A P
S
GALV. STEEL
SHEAR STRAPS
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Struct_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:14:14 PM
M
A R
C H
T
B D
T
B D
T H
T
R P
B
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GS-101
F R
A M
IN
G
N O
T E
S
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
NTSE1
ANCHORING TO CONCRETE SLAB/FOUNDATION
NTSA1
LOAD BEARING WALL SYSTEM
NTSC1
HEADER ASSEMBLY WITH 6" STUDS
NTSA4
SHEAR WALL CONNECTION @ TOP OF WALL AT TOP
PLATE
NTSC4
TYPICAL STUD WALL ANCHORING
NTSE4
TYPICAL METAL STUD WALL
METAL STUD & FRAMING NOTE:
THE PURPOSE OF THIS DRAWING AND DETAILS SHOWN
HEREON ARE TO PROVIDE A GENERAL GUIDE FOR THE
CONSTRUCTION OF THE ENCLOSURE WALLS. THE
CONTRACTOR SHALL SUPPY SHOP DRAWINGS OF THE
METAL STUD WALLS & FRAMING WITH CALCULATIONS TO
ENSURE THE STUD SYSTEM PROVIDED MEETS THE PROJECT
LOAD REQUIREMENTS. MINIMUM NUMBER GAGE SHALL BE 14
GAGE OR THICKER EXTERIOR WALLS. MINIMUM NUMBER
GAGE SHALL BE 18 GAGE OR THICKER INTERIOR WALLS
NTSA7
TYPICAL SHEARWALL
NTSC7
SHEARWALL ISO
M A
R K
D E
S C
R
IP
T
IO
N D
A T
SECTIONS
STIFFCLIP CL SERIES BY
THE STEEL NETWORK,
INC.
JAM SEE SCHED.
FOR FINISH
SEE WALL TYPE
VERTICLIP
SL SERIES
16" O.C.
HEADER SEE
WINDOW SCHED.
JAMSTUD
'-0
W A
L L H
E
IG
H T
V E
R
IF
Y W
/ S C
H E
D U
L E
D O
O R
H T
VERIFY W/ SCHED.
DOOR WIDTH
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Struct_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:14:15 PM
M
A R
C H
T
B D
T
B D
T H
T
R P
B
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GS-102
F R
A M
IN
G
N O
T E
S
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
SCALE: = 1'-0"
0 2 42
1/2"
SCALE: 1/2" = 1'-0"A1
DOOR ELEVATION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
43' - 0"
2' - 0"
39' - 0"
2' - 0"
STANDING SEAM
METAL ROOF
COLD FORMED STEEL TRUSS, TYP.
MAX SPACING 5'-0" O.C.
LOAD BEARING WALL,
BELOW
TYPE I ROOF DECKING, TYP.
T Y
P E
I R
O O
F D
E C
K
IN
G T
Y P
1. SEE SHEETS GS-000 AND GS-001 FOR
GENERAL STRUCTURAL NOTES, BEAM
LEGEND AND ABBREVIATION KEY.
SHEET NOTES:
T R
U E
N
PLAN
NORTH
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Struct_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:14:16 PM
M
A R
C H
T
B D
T
B D
T H
T
R P
B
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GS-200
R O
O F
P L A
N
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
SCALE: = 1'-0"
0 8 168
1/8"
SCALE: 1/8" = 1'-0"C5
ROOF PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A T
USE ONE 6" LONG WEB
PLYING CLIP WHEN WEB
LENGTH IS LESS THAN
1'-0" USE TWO 6" CLIPS
AT THE TOP & BOT AT ALL
WEBS LESS THAN
2'-0"LONG OR GREATER
THAN 1'-0" LONG (TYP.)
4 SCREWS AT EACH WEB AND CLIP LOCATION
(TYP.) SCREWS MUST BE EVENLY SPACED
ALONG THE LENGTH OF THE WEB PLYING CLIP.
400WPC050-G54 (1'-0" LONG) WEB PLYING
CLIP LOCATE ONE CLIP AT THE TOP CHORD
AND OTHER CLIP AT THE BOTTOM CHORD
ON THE OPPOSITE SIDE OF THE OPEN WEB
ALL LOADS MUST BE APPLIED EQUALLY
TO EACH TRUSS. NO LOADS MAY BE
APPLIED BY A CONNECTED TRUSS.
TRACK TO WEB
S C
R E
W
Q U
A L L Y
P A
C
D
T
Y P
SECTION A-A
. 1". 1". 1"
1-1/2"
"A"
"A"
"A"
"A"
ATTACH EACH RIDGE PLATE TO
TRUSS WITH (2) PAN-HEAD
SCREWS MINIMUM SIZE = #10x3/4"
TOP CHORD
RIDGE / HIP CONNECTION VALLEY CONNECTION
BUTT-SPLICE OVER TRUSS
OVERLAP SPLICE BETWEEN TRUSS
TOP CHORD
TOP CHORD
VALLEY PLATE
JACK TRUSS
JACK TRUSS
RIDGE PLATE
TOP CHORD
ATTACH EACH RIDGE PLATE TO
TRUSS WITH (2) PAN-HEAD
SCREWS MINIMUM SIZE = #10 x 3/4
PRE-ENGINEERED ROOF TRUSS NOTE:
DETAILS SHOWN HEREON ARE TYPICAL DETAILS, EXACT DETAILS MAY VARY DEPENDING ON
MANUFACTURER OF ROOF TRUSSES. MANUFACTURER SHALL SUPPLY SHOP & ERECTION DRAWINGS FOR EACH BUILDING ROOF TRUSS SUPPLIED. ERECTION DRAWINGS SHALL BE COMPLETE WITH DETAILS SHOWING NECESSARY ASSEMBLY AND CONNECTION DETAILS INCLUDING SCREW TYPES, LENGTH AND SPACING NECESSARY FOR THE TRUSSES TO SUSTAIN THE LOADS AND REQUIREMENTS AS INDICATED ON DRAWING GS-001. CALCULATIONS, SHOP DRAWINGS AND ERECTION DRAWINGS ARE TO BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER LISCENSED IN THE STATE OF SOUTH CAROLINA.
ITEM DESCRPITION
SCREW FASTENER NO. 10 DIAMETER x 3/4" LENGTH
2" HRV PLATE, 33 MIL 2" x 2 x12', 33 MIL, 131 DEGREES
2" HRV PLATE, 33 MIL 2" x 2 x12', 33 MIL, 152 DEGREES
4" HRV PLATE, 33 MIL 4" x 4 x12', 33 MIL, 131 DEGREES
4" HRV PLATE, 33 MIL 4" x 4 x12', 33 MIL, 152 DEGREES
4" HRV PLATE, 54 MIL 4" x 4 x12', 54 MIL, 131 DEGREES
4" HRV PLATE, 54 MIL 4" x 4 x12', 54 MIL, 152 DEGREES
NOTE: AREOSMITH PIN FASTENER (#1-3/8AER-2359N) CAN BE SUBSTITUED
FOR SCREWS WHEN FASTENING (2) MATERIALS, 43 MIL OR THINNER
C O
R N
E R
J A
C K
A B
D
3" M
IN
LAP
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Struct_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:14:18 PM
M
A R
C H
T
B D
T
B D
T H
T
R P
B
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GS-201
L
IG
H T
G A
U G
E S
T E
E L T
R U
S S
D E
T A
IL
S
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
NTSA1
(TWO-PLY) NON-GIRDER TRUSS CONN.
NTSB5
(ONE-PIECE) HIP, RIDGE & VALLEY PLATE
M A
R K
D E
S C
R
IP
T
IO
N D
A T
A B C
D
90°
AA
400FRA050-54
TOP CHORD
ATTACH EACH RIDGE PLATE TO
TRUSS WITH (2) PAN-HEAD
SCREWS MINIMUM SIZE = #10 x 3/4"
400FRA050-54
JACK TRUSS
JACK TRUSS
C O
R N
E R
J A
K
(2) PIECE
VALLEY PLATE
400FRA050-54
(2) PIECE
RIDGE PLATE
400FRA050-54
TOP CHORD
400FRA050-54
(2) PIECE
RIDGE PLATE
400FRA050-54
TOP CHORD
ATTACH EACH RIDGE PLATE TO
TRUSS WITH (2) PAN-HEAD
SCREWS MINIMUM SIZE = #10 x 3/4"
TOP CHORD
12'-0" LENGTH TYPICAL
1/2"
4"
ITEM DESCRPITION
SCREW FASTENER NO. 10 DIAMETER x 3/4" LENGTH
HRV PLATE, 33 MIL 4" x 0.5 x 12', 33 MIL.
HRV PLATE, 54 MIL 4" x 0.5 x 12', 54 MIL.
NOTE: AREOSMITH PIN FASTENER (#1-3/8AER-2359N) CAN BE SUBSTITUED
FOR SCREWS WHEN FASTENING (2) MATERIALS, 43 MIL OR THINNER
RIDGE PLATE CONNECTION VALLEY PLATE CONNECTION BUTT-SPLICE OVER TRUSS
OVERLAP SPLICE BETWEEN TRUSSES
3" M
IN
LAP
GIRDER TRUSS
CORNER JACK
GIRDER TRUSS
MONO JACK
CORNER JACK
(6) #10x3/4" HEX
SCREWS PER
VERTICAL WEB
(6) #10x3/4" HEX
SCREWS PER
VERTICAL WEB
550BPL1625-43
W/ (6) #10x3/4" HEX SCREWS
PER VERTICAL WEB
CORNER JACK
(3) ANGLES FOR CJ CONNECTION
(1) AT THE TOP
(1) AT THE MID-POINT
(1) AT THE BOTTOM
TOP VIEWISOMETRIC VIEW
PRE-ENGINEERED ROOF TRUSS NOTE:
DETAILS SHOWN HEREON ARE TYPICAL DETAILS, EXACT DETAILS MAY VARY DEPENDING ON
MANUFACTURER OF ROOF TRUSSES. MANUFACTURER SHALL SUPPLY SHOP & ERECTION DRAWINGS FOR EACH BUILDING ROOF TRUSS SUPPLIED. ERECTION DRAWINGS SHALL BE COMPLETE WITH DETAILS SHOWING NECESSARY ASSEMBLY AND CONNECTION DETAILS INCLUDING SCREW TYPES, LENGTH AND SPACING NECESSARY FOR THE TRUSSES TO SUSTAIN THE LOADS AND REQUIREMENTS AS INDICATED ON DRAWING GS-001. CALCULATIONS, SHOP DRAWINGS AND ERECTION DRAWINGS ARE TO BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF SOUTH CAROLINA.
VIEW "A-A" SIDE VIEW
TRUSS GIRDER TRUSS
ATTACH W/ (8) #10 x 1"
HEX HEAD SCREWS PER
EACH LEG (BOTH SIDES
OF TRUSS)
ATTACH W/ (8) #10 x 1"
HEX HEAD SCREWS PER
EACH LEG (BOTH SIDES
OF TRUSS)
TRUSS GIRDER TRUSS
BOTTOM CHORD
A A
JACK TRUSS
CORNER JACK
TOP VIEW
JACK TRUSS
CORNER JACK
550BPL1625-43
W/ (6) #10x3/4" HEX
SCREWS PER TRUSS
CONNECTION
550BPL1625-43
W/ (6) #10x3/4" HEX
SCREWS PER TRUSS
CONNECTION
JACK TRUSS
(2) ANGLES FOR JACK CONNECTION
(1) AT THE TOP
(1) AT THE BOTTOM
ISOMETRIC VIEW SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Struct_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:14:19 PM
M
A R
C H
T
B D
T
B D
T H
T
R P
B
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GS-202
L
IG
H T
G A
U G
E S
T E
E L T
R U
S S
D E
T A
IL
S
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
NTSC1
(TWO-PIECE) HIP, RIDGE & VALLEY PLATE
NTSE7
CORNER JACK TO GIRDER CONNECTION
NTSC7
TRUSS TO TRUSS CONNECTION
WITH REACTION UNDER 2000#
NTSA1
JACK TO CORNER JACK CONNECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
GA-201
A1
GA-202
D1
GA-202
A1
GA-201
D1
STORAGE AREA 1
STORAGE AREA 2
STORAGE AREA 3
A1
GA-301
A1
GA-301
D1
GA-301
D1
GA-301
39' - 0"
1' - 0" TYP.
4" CONCRETE FILLED PIPE BOLLARD
DOWNSPOUT
TYP.
WIRE MESH PARTITIONS
FROM FINISHED FLOOR TO
UNDERSIDE OF TRUSSES,
TYP. SEE DETAIL A7/GA-101.
T Y
P
RETAINING WALL, SEE
A1/C-505 FOR EXTENT
OF WATER PROOFING
AND FOUNDATION
DRAIN.
SEE VOLUME 1, CG/108
FOR CONTINUATION
SEE VOLUME 1, CG/108
FOR CONTINUATION
GA-101
F7
GA-101
F7
SIM.
WALL MOUNTED
HEAT PUMP SEE
MECHANICAL
MECHANICAL EQUIPMENT
SEE MECHANICAL DRAWINGS.
MECHANICAL
EQUIPMENT
SEE MECHANICAL
DRAWINGS.
RETAINING WALL, SEE
A1/C-505 FOR EXTENT
OF WATER PROOFING
AND FOUNDATION
DRAIN.
SITE PAVING
SEE CIVIL
PACKAGE
SITE PAVING
SEE CIVIL
PACKAGE
CONDENSATE DRAIN
AND DRY WELL SEE
DETAIL B5/GM-501
DRY WELL SEE DETAIL
B5/GM-501
RETAINING WALL
SEE VOLUME 1
DETAIL A1/CS505
6" STUD @ 16" O.C.
5/8" HIGH IMPACT
GYPSUM BOARD
R-13 BATT
INSULATION
MASONRY VENEER
BRICK TIES @ 16"
O.C. EACH WAY
1" AIR SPACE
2" ADHESIVE APPLIED
EXPANSION JOINT
MATERIAL. PROVIDE
OPENING WITH MESH
WEEPS AT BOTTOM
OF JOINT TO DRAIN.
EXTERIOR
SHEATHING WITH
MEMBRANE AIR
BARRIER
TRUSS SEE
STRUCTURAL
2"x2"x1/8" STEEL
ANGLE BRACE
@ 4' O.C.
3"x4.1 LB. TOP CHANNELWIRE MESH
3/8" x 2 1/2" VERTICAL
FLAT BAR
1 1/2" x 3/4" x1/8" CHANNEL
WIRE MESH
1 1/2" x 3/4" x1/8"
CHANNEL
WIRE MESH
1/8" F.B. CLIP AT 2'
O.C. VERTICALLY
1 1/2" x 3/4" x1/8" CHANNEL
WIRE MESH
3/8" x 2 1/2" VERTICAL
FLAT BAR
1 1/2" x 3/4" x1/8" CHANNEL
DUCTILE IRON FLOOR
SOCKET WITH SET
SCREW ADJUSTMENT
1/2" x 4" EXPANSION ANCHOR
FINISH FLOOR
@ TOP OF PARTITION
@ INTERMEDIATE POST
@ BASE OF PARTITION
@ WALL CONNECTION
6" STUD @ 16" O.C.
5/8" HIGH IMPACT
GYPSUM BOARD
PROVIDE 6" STUD
BLOCKING AT 2' O.C.
MIN. VERTICALLY
COORDINATE WITH
WIRE MESH PARTITION
3/8"x1 1/2" BOLT
AT EACH END
T R
U E
N
PLAN
NORTH
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Arch_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:30:50 PM
M
A R
C H
T
B D
T
B D
R E
H
J L F
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GA-101
F L O
O R
P L A
N
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
SCALE: = 1'-0"
0 4 84
1/4"
SCALE: 1/4" = 1'-0"A1
FLOOR PLAN
SCALE: 1" = 1'-0"F7
PLAN DETAIL AT RETAINING WALL
SCALE: = 1'-0"
0 1 21
1"
SCALE: 3" = 1'-0"A7
WIRE MESH PARTITION DETAILS
SCALE: = 1'-0"3"
M A
R K
D E
S C
R
IP
T
IO
N D
A T
GA-201
GA-202
D1
GA-202
A1
GA-201
D1
STANDING SEAM METAL ROOF
5" / 1'-0"5" / 1'-0"
42' - 8 3/4"
/4
/4
SEE CIVIL PACKAGE
FOR CONTINUATION
SEE CIVIL PACKAGE
FOR CONTINUATION
B7
GA-520
E7
GA-520
RIDGE FLASHING
HIP FLASHING
T R
U E
N
PLAN
NORTH
SHEET ID
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
ISSUED FOR CONSTRUCTION
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
T h e J o h n s o n -M c A d a m s F ir m
P .A
W e s t
M a rk e t
S t.
G re e n w o o d
M S
P h o n e
-4
C:\Users\jferguson\Documents\Ft Jackson Storage Building_v21 Arch_james.ferguson@jmcfirm.com.rvt
3/18/2024 5:30:52 PM
M
A R
C H
T
B D
T
B D
R E
H
J L F
S B
C
A R
C H
M
O D
E L .r v t
T
B D
GA-151
R O
O F
P L A
N
C H
A R
L E
S T
O N
D
IS
T R
IC
T
A
H A
G O
O D
A V
E C
H A
R L E
S T
O N
S
C
F O
R T
J A
C K
S O
N S
O U
T H
C A
R O
L
IN
A R
E C
E P
T
IO
N B
A T
T A
L
IO
N C
O M
P L E
X P
H A
S E
I I
P R
O J E
C T
N O
S T
O R
A G
E B
U
IL
D
IN
G
C L S
READY TO ADVERTISE DESIGN SUBMITTAL
GSB
SCALE: = 1'-0"
0 4 84
1/4"
SCALE: 1/4" = 1'-0"A1
ROOF PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A T
LEVEL 1
0"
ROOF PLAN
12' - 0"
STANDING SEAM METAL ROOF
6" x 6" GUTTER CONT.
5" x 4" DOWNSPOUT TYP.
D1
GA-301
D1
GA-301
TOP OF MASONRY
8' - 0"
FOUNDATION
-2' - 0"
GFRC PANEL SYSTEM FINISH GRADE,
SEE CIVIL PACKAGE
FLASHING
5" / 1 '-0" 5" / 1'-0"
HIP FLASHING
RETAINING WALL, SEE CIVIL
PACKAGE FOR EXTENT OF
WATER PROOFING AND
FOUNDATION DRAIN. SEE
VOLUME 1 DETAIL A1/CS505
LINE OF BUILDING BEYOND
VERTICAL JOINT AT GFRC PANEL, SEE D8/GA-201
TYPICAL
8' - 0"
LEVEL 1
0"
ROOF PLAN
12' - 0"
STANDING SEAM METAL ROOF
A1
GA-301
A1
GA-301
TOP OF MASONRY
8' - 0"
FOUNDATION
-2' - 0"
GFRC PANEL SYSTEM
FINISH GRADE,
SEE CIVIL PACKAGE
FLASHING
5" / 1 '-0" 5" / 1'-0"
HIP FLASHING
RIDGE FLASHING
LINE OF BUILDING BEYOND
VERTICAL JOINT AT GFRC PANEL, SEE D8/GA-201
TYPICAL
8' - 0"
EXTERIOR MATERIAL LEGEND
MASONRY BRICK VENEER (MODULAR SHAPE)
• COLOR: MARBLE GRAY
• MORTAR: COLOR: IVORY BUFF
BR-1
GF-1
GFRC CLADDING PANEL SYSTEM
• COLOR #1 TO MATCH CS-1, SMOOTH
FACED.
• SEALANT: COLOR: MARBLE BEIGE
EXTERIOR MASONRY LEGEND
STANDING SEAM METAL ROOF SYSTEM
• FINISH: ZINC COAT
ST-1
EXTERIOR ROOF LEGEND
NOTE: SCHEDULE SHOWN FOR COLOR SELECTION
ONLY.
GFRC WALL PANEL
GFRC WALL
PANEL
INSET BACKER ROD
AND SEALANT
6" STUD @
16" O.C.
5/8" HIGH IMPACT
GYPSUM BOARD
R-13 BATT
INSULATI…
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 .