W912HN-20-R-3009_VOL2_AMD4.pdf
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- Solicitation number
- W912HN20R3009
About this file
This solicitation package seeks proposals for the construction of an aircraft maintenance hangar at Hunter Army Airfield in Savannah, Georgia. Offerors must submit proposals by December 15, 2020 at 1:00pm Eastern Time. The scope of work includes all labor, materials, equipment, and services necessary to construct the hangar building and associated facilities. The Army Corps of Engineers Engineering District Savannah will award a firm fixed-price construction contract. The solicitation includes structural, architectural, and fire protection drawings, as well as specifications, for the design-bid-build project.
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AA
BB
CC
DD
EE
FF
GG
1 3 164 6 7 9 13
C
BF
G x8
CF14.0
CF14.0 CF14.0 CF14.0 CF14.0
WF3.5
8'
1/
4"
' 3
/4
5' - 7 1/4" 1' - 4 3/4"
7' - 9" 21' - 7" 21' - 7" 21' - 7" 21' - 7" 21' - 7" 21' - 7"
1'
/4
BF
BF
BF
SB301
SB301
SB301
/4
M
AT
C H
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N
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MATCHLINE
S
TOF = -2'-8"
W F3
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W F3
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WF3.5 WF3.5 WF4.0WF4.0
CBFG22x31
8' - 11" CBFG16x61
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W14X132
W14X132
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W14X109
W14X99
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CF26.25
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9'
3/
4"
16' - 3"
SB301
SIM
HSS5X5X1/4 HSS5X5X1/4
4" EXP
JOINT
S S
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001 AND S-002.
2. SEE BASE PLATE SCHEDULE ON SB601.
3. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.
4. SEE SF301 AND FOLLOWING FOR FRAME SECTIONS.
5. SEE SB301 AND FOLLOWING FOR SLAB AND FOUNDATION
SECTIONS AND DETAILS.
6. SEE SB510 & FOLLOWING FOR MASONRY DETAILS. SEE
SB601 FOR CMU WALL SCHEDULE.
7. SEE SB109 AND FOLLOWING FOR CMU WALL TYPES. SEE
WALL SCHEDULE ON SHEET SB601.
8. CF X.Y DENOTES SHALLOW SPREAD FOOTING. SEE
GENERAL NOTES SHEET S-001 AND FOOTING SCHEDULE ON
SB601 FOR SIZE AND REINFORCEMENT.
9. CBFG XxY DENOTES COMBINED FOOTING. SEE GENERAL
NOTES SHEET S-001 AND FOOTING SCHEDULE ON SB601
FOR SIZE AND REINFORCEMENT.
10. WFX.X DENOTES CONTINUOUS WALL FOOTING. SEE
SCHEDULE ON SB601 AND SECTIONS AND DETAILS.
11. BF DENOTES BRACED FRAME. SEE SHEETS SF201 AND
FOLLOWING.
12. C-X DENOTES CONCRETE COLUMN. SEE DETAIL
FOR SIZE AND REINFORCEMENT.
13. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0". ALL
ELEVATIONS INDICATED FROM THIS DATUM. SEE CIVIL
DRAWINGS FOR EXACT ELEVATION.
14. TOP OF FTG = (-) 2'-0" UNO.
15. ALL FOOTINGS AND WALL FOOTINGS SHALL BE CENTERED
UNDER COLUMNS AND WALLS, U.N.O.
16. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,
ELECTRICAL PLUMBING, AND FIRE PROTECTION DRAWINGS
PRIOR TO CONSTRUCTION OF FOOTINGS AND SLABS-ON-
GRADE. SLOPE SLAB AROUND FLOOR DRAINS 1/4" PER 12".
17. S DENOTES FOOTING STEP. SEE DETAIL . NOT
ALL STEPS SHOWN ON THE DRAWINGS, PROVIDE
ADDITIONAL STEPS AS REQUIRED FOR UTILITIES.
18. DRAINAGE AND DEWATERING: ALL EXCAVATION SHALL BE
PREFORMED SO THAT THE SITE AND THE AREA
IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS
CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND
EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE
DRAINAGE AND DEWATERING AS REQUIRED TO ENSURE
THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED
WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM
UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED.
REMOVAL OF SURFACE WATER, GROUNDWATER, AND ANY
PERCHED-WATER CONDITIONS, WHICH MIGHT BE
ENCOUNTERED DURING EXCAVATIONS SHALL BE
ACCOMPLISHED BY APPROVED MEANS. REFER TO
SPECIFICATION 31 00 00 EARTHWORK FOR ADDITIONAL
REQUIREMENTS.
/3 SB501
/7 SB301
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KEY PLAN
FOUNDATION PLAN NOTES
A B C
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FOUNDATION PLAN - AREA A1
164 8268
SCALE: 1/8"=1'-0"
PLAN NORTH
SCALE AND NORTH ARROW
M
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WF5.0
W F4
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WF5.0
W F5
.5 W
F5 .5
WF3.5
WF5.0
30' - 5 7/8" 16' - 9 7/8" 8' - 10 3/8" 12' - 7 3/8" 6' - 10 3/8" 25' - 0 7/8" 25' - 10 7/8"
CF9.0CF9.0 CF7.0 CF8.0
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CF10.0
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/2
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M
AT
C H
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M
AT
C H
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N
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MATCHLINE
WF5.5
SB301
SB301
SB301
SB301
SB301
S SS S S S
S S
WF4.0 WF4.0
HSS8X6X5/8 HSS8X4X3/8 HSS8X4X5/8 HSS8X4X5/8
HSS6X6X3/8
HSS6X6X1/2
HSS8X4X5/8
SB301
SB301
SB301
S
9' - 2"
S S
S S
HSS8X4X3/8
FDN DRAIN TO
STORM, TYP. SEE
CIVIL FOR INVERT
ELEV
WF3.5
SUMP PIT CENTERED
BETWEEN WALLS
CBFG16x61
CF14.0 CF14.0
W F3
.5
WF5.0 WF5.5
CF6.0
S S S
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001 AND S-002.
2. SEE BASE PLATE SCHEDULE ON SB601.
3. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.
4. SEE SF301 AND FOLLOWING FOR FRAME SECTIONS.
5. SEE SB301 AND FOLLOWING FOR SLAB AND FOUNDATION
SECTIONS AND DETAILS.
6. SEE SB510 & FOLLOWING FOR MASONRY DETAILS. SEE
SB601 FOR CMU WALL SCHEDULE.
7. SEE SB109 AND FOLLOWING FOR CMU WALL TYPES. SEE
WALL SCHEDULE ON SHEET SB601.
8. CF X.Y DENOTES SHALLOW SPREAD FOOTING. SEE
GENERAL NOTES SHEET S-001 AND FOOTING SCHEDULE ON
SB601 FOR SIZE AND REINFORCEMENT.
9. CBFG XxY DENOTES COMBINED FOOTING. SEE GENERAL
NOTES SHEET S-001 AND FOOTING SCHEDULE ON SB601
FOR SIZE AND REINFORCEMENT.
10. WFX.X DENOTES CONTINUOUS WALL FOOTING. SEE
SCHEDULE ON SB601 AND SECTIONS AND DETAILS.
11. BF DENOTES BRACED FRAME. SEE SHEETS SF201 AND
FOLLOWING.
12. C-X DENOTES CONCRETE COLUMN. SEE DETAIL
FOR SIZE AND REINFORCEMENT.
13. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0". ALL
ELEVATIONS INDICATED FROM THIS DATUM. SEE CIVIL
DRAWINGS FOR EXACT ELEVATION.
14. TOP OF FTG = (-) 2'-0" UNO.
15. ALL FOOTINGS AND WALL FOOTINGS SHALL BE CENTERED
UNDER COLUMNS AND WALLS, U.N.O.
16. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,
ELECTRICAL PLUMBING, AND FIRE PROTECTION DRAWINGS
PRIOR TO CONSTRUCTION OF FOOTINGS AND SLABS-ON-
GRADE. SLOPE SLAB AROUND FLOOR DRAINS 1/4" PER 12".
17. S DENOTES FOOTING STEP. SEE DETAIL . NOT
ALL STEPS SHOWN ON THE DRAWINGS, PROVIDE
ADDITIONAL STEPS AS REQUIRED FOR UTILITIES.
18. DRAINAGE AND DEWATERING: ALL EXCAVATION SHALL BE
PREFORMED SO THAT THE SITE AND THE AREA
IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS
CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND
EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE
DRAINAGE AND DEWATERING AS REQUIRED TO ENSURE
THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED
WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM
UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED.
REMOVAL OF SURFACE WATER, GROUNDWATER, AND ANY
PERCHED-WATER CONDITIONS, WHICH MIGHT BE
ENCOUNTERED DURING EXCAVATIONS SHALL BE
ACCOMPLISHED BY APPROVED MEANS. REFER TO
SPECIFICATION 31 00 00 EARTHWORK FOR ADDITIONAL
REQUIREMENTS.
/3 SB501
/7 SB301
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
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N
AM
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IS
SU
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C O
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2 3 4 5 6 7 8 9 10
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READY TO ADVERTISE (RTA)
KEY PLAN
A B C
D FE
FOUNDATION PLAN - AREA E1
FOUNDATION PLAN NOTES
164 8268
SCALE: 1/8"=1'-0"
PLAN NORTH
SCALE AND NORTH ARROW
M
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0 2
WHICHEVER IS LARGER
48 BAR Ø OR
2' - 0" MIN.
SEE SCHED.
HORIZ SPLICE
PROVIDE ACI STD.
HOOKS AT TOP OF
WALL TYP.
IF
R
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WALL BEHIND
INTERSECTING
HOOKED BAR FROM
INTERSECTING WALL
LINTEL REINF.
SEE SCHEDULE
BOND BEAM
SEE NOTE 1
ADD'L. BARS (SEE SCHED.)
EXTEND 2'-0" PAST OPENING
OR HOOK AT END OF WALL
LINTEL
DETAIL
'W'
OPENING WIDTH
SEE ARCH
SILL REINF.
SEE
SCHEDULE'W'
'W' JAMB REINF.
SEE SCHEDULE
TOP OF SLAB
OR FOOTING BOND BEAM
SEE NOTE 1
8" HORIZONTAL BOND
BEAM W/ (2) #4 @ 8'-0"
JAMB REINF.
SEE SCHEDULE
NOTES:
1. 8" MIN BOND BEAM WITH (2) #5 HORIZ BARS UNO @ BOTTOM OF WALL, TOP OF WALL, AND AT ALL FLOOR LEVELS UNO.
2. HOOK VERTICAL REBAR AT TOP OF WALL
3. CONTRACTOR TO ENSURE PARTIALLY GROUTED WALLS ARE GROUTED ONLY IN CELLS CONTAINING REINFORCEMENT.
4. PROVIDE JOINT REINF. (NOT SHOWN) PER GENERAL NOTES & DETAIL .
PER SCHEDULE
LINTEL BRG
TOP OF WALL
SILL DETAIL
HOOKED BAR FROM
INTERSECTING WALL
/6 SB510
TYPICAL WALL ELEVATION
VERTICAL JAMB
REINFORCING IN
CELLS ADJACENT TO
WALL OPENINGS PER
SCHEDULE
SP
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M
IN
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U
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BA
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L
AP
GROUT SOLID ALL
CELLS AT EACH
SIDE OF WALL
OPENING WITH
JAMB REINF.
SOLID GROUTED AND
REINFORCED LINTEL - SEE
LINTEL SCHEDULE FOR
SIZE AND REINFORCING
NOT AT CONTROL JOINT
TYPICAL CMU WALL OPENING SCHEDULE
WIDTH (W) SIZE 8" CMU WALL
LINTEL
UP TO 4'-0"
NOTES:
1. WIDTH OF LINTEL = FULL WIDTH OF WALL
2. IF FULL BEARING OF CMU LINTEL CAN NOT BE OBTAINED DUE TO STEEL COLUMN LOCATIONS, PROVIDE
L6x6x5/16x0'-5" LONG ANGLE BEAM SEAT PROPERLY WELDED TO STEEL COLUMN WITH BEARING LENGTH OF NOT LESS THAN 6" AND END REACTION TO BE 5 KIPS WELD REINFORCING STEEL TO STEEL COLUMN.
3. REINFORCING STEEL SHALL BE 1/2" CLEAR FROM INTERIOR FACE OF VOID;
TOP REINFORCING SHALL BE 1 1/2" CLEAR FROM TOP OF LINTEL BEAM;
BOTTOM REINFORCING SHALL BE 1 1/2" CLEAR FROM BOTTOM OF LINTEL BEAM.
4. DO NOT CUT THE LINTEL FOR A/C DUCT.
5. SEE FOR BRICK LOOSE LINTEL DETAIL.
6. INT INDICATES INTERIOR JAMB, EXT INDICATES EXTERIOR JAMB (EXPOSED TO WIND LOAD).
7. LINTEL REINFORCING INDICATED IN SECTIONS AND DETAILS CONTROL OVER LINTEL REINFORCING SHOWN
IN SCHEDULE
8. AT OH DOORS, PROVIDE 3/8" BENT PLATE WALL WRAPS WITH 2" FLANGES. SEE ARCH DETAILS SHEET A-616
SCHEDULE
BEARING PER
CMU LINTELS REINFORCEMENT
12" CMU WALL
LINTEL
4'-0" < W ≤ 6'-0" 6'-0" < W ≤ 7'-0" 7'-0" < W ≤ 8'-0" 8'-0" < W ≤ 9'-0"
9'-0" < W ≤ 10'-0"
CMU LINTEL
BEARING
32" (2) #5 T&B 32" (2) #5 T&B 32" (2) #5 T&B 32" (2) #6 T&B 32" (2) #6 T&B 32" (2) #6 T&B
32" (2) #5 T&B 32" (2) #5 T&B 32" (2) #5 T&B 32" (2) #6 T&B 32" (2) #6 T&B 32" (2) #6 T&B
8" EA END
8" EA END
16" EA END
16" EA END
16" EA END
24" EA END
INT JAMB
2C1#5
EXT JAMB
8" CMU JAMB REINF.
2C1#5 3C1#5 3C1#5 4C1#5 4C1#5
2C1#5 2C1#5 3C1#5
INT JAMB EXT JAMB
12" CMU JAMB REINF.
8" CMU WALL
TIES
JAMB NOMENCLATURE (NUMBER OF CELLS) C (NUMBER & SIZE OF REINFORCING IN EACH CELL) ; APPLIES TO BOTH SIDES OF OPENING
N/A
#3 TIES @ 16" OC
12" CMU WALL
TIES
#3 TIES @ 16" OC
#3 TIES @ 8" OC
#3 TIES @ 8" OC
N/A
#3 TIES @ 16" OC
#3 TIES @ 8" OC
#3 TIES @ 8" OC
N/A N/A N/A
SILL
8" W/ (2) #5 8" W/ (2) #5
16" W/ (2) #5 T&B 16" W/ (2) #5 T&B 16" W/ (2) #5 T&B 16" W/ (2) #5 T&B
BOTTOM OF
LINTEL
SEE ARCHSE
E
SC
H
ED
U
LE
VERTICAL WALL
REINF PER PLANS
REINF SETS PER
COURSE AS REQ'D PER
LINTEL SCHEDULE
SHEAR TIES (IF REQ'D
PER LINTEL SCHEDULE)
"U" SHAPED
LINTEL BLOCK.
DO NOT USE
ANY OTHER
TYPE OF
BLOCK FOR
LINTELS
LINTEL DETAIL
TOP OF SILL
SEE ARCH
VERTICAL WALL
REINF PER PLANS
REINF SETS REQ'D PER
LINTEL SCHEDULE
SILL DETAIL
2C1#6
3C1#6 4C1#6 3C2#6 4C2#6
4C1#5 4C2#5 4C2#5
REMOVE PORTION OF LINTEL
BLOCK TO ALLOW VERTICAL
REINFORCEMENT TO BE
CONTINUOUS THRU LINTEL.
/2 SB511
2C1#6 2C1#6
3C1#6 4C1#6 3C2#6 4C2#6
2C1#6
STEEL ANGLE LINTEL
2 LAYERS 30#
BLDG FELT ON TOP
AND BOTTOM OF
HORIZONTAL
ANGLE LEG FOR
LENGTH OF
BEARING
ELEVATION AT BRICK VENEER CONTROL JOINT
BOT/ LINTEL
SEE ARCH
STEEL LOOSE LINTEL SCHEDULE FOR VENEER
CLEAR SPAN LINTEL SIZE
NOTES:
1. PROVIDE BEARING EACH END OF LINTEL PER SCHEDULE. DO NOT USE BLDG
FELT AT NON-CONTROL JOINT LOCATIONS.
2. FOR EXACT SIZE AND LOCATION OF ALL WALL OPENING, COORDINATE
WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DWGS.
3. STEEL LINTEL SCHEDULE APPLIES ONLY TO LINTELS NOT OTHERWISE SHOWN
ON THE DRAWINGS.
4. STEEL LINTELS IN EXTERIOR WALLS SHALL BE HOT-DIPPED GALVANIZED. SEE
ARCH FOR TOP COAT.
5. HDSA DENOTES 5/8" DIA. HEAVY DUTY SCREW ANCHOR WITH 4" EMBED
SEE SCHED
BRG
CLEAR SPAN
SEE ARCH
TYPICAL SECTION AT OPENINGS
SEE ARCH DWGS
BRICK VENEER
CONTROL JOINT
3/8" BENT PLATE
WITH 7 1/4" LEGS
AND 3"X4"5/16"
STIFFENERS AT 16"
RIGID INSULATION, SEE
ARCH
VENEER, SEE
ARCH
6'-4" - 8'-0"
UP TO 6'-4" SEE DETAIL
8'-0" - 10'-0"
BEARING
12" EA END
10" EA END
16" EA END
U BLOCK ONLY FOR
LINTELS. DO NOT USE
BOND BEAM BLOCK. SEE
SCHEDULE
ANCHOR
STEEL LINTEL
TO LINTEL
WHERE
NOTED
ANCHOR WITH 5/8" DIA HDSA @ 12"
REMARKS
1/
2"
SEE DETAIL
SEE DETAIL
ANCHOR WITH 5/8" DIA HDSA @ 16"
ANCHOR WITH 5/8" DIA HDSA @ 16"
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
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SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
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C O
N
TR
AC
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N O
SO
LI
C
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AT
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N N
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U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
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
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F
G
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R A
R M
Y
AI
R
FI
EL
D
, G
EO
R G
IA
AA
B
AI
R C
R
AF
T M
AI
N
TE
N
AN
C
E H
AN
G
AR
FY
0, P N
VO
LU
M
E
-B U
IL
D
IN
G
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TU
R E, 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 CMU BOND BEAM LINTEL SCHEDULE1
TYPICAL LINTEL DETAIL2
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
D
EC
0 2
R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M
EN
D M
EN
T
D
EC
0 2
T/SLAB
0"T.O.F
-2' - 0"
2 1316 467913
HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16
HSS10X8X5/16
HSS12X8X1/2
HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16
W
X4
W
X4
W
X4
W
X4
W
X4
W
X1
W
X9
HSS12X8X1/2
HSS12X8X1/2
HSS12X8X1/2
HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
19' - 10"
T/STEEL
25' - 4 3/8"
B/STEEL
40' - 8 3/4"
B/STEEL
47' - 5"
T/STEEL
54' - 6 1/2"
T/STEEL
33' - 9 1/2"
T/STEEL
45' - 11 3/4"
TOS
37' - 5"
TOS
54' - 6 1/2"
TOS
29' - 10"
TOS
HSS7X7X5/16HSS7X7X5/16 +/- 195k+/- 195k
DIAGONAL
BRACING IN THIS
VIEW IS IN LINE
WITH CL A, TYP.
NOTES:
1. FORCES SHOWN ARE AXIAL AND SHALL BE
COMBINED WITH SHEAR.
2. FORCES SHOWN ARE ULTIMATE.
3. FORCES SHOWN MAY BE COMPRESSION (+)
OR TENSION (-).
SF304
SF304
T/SLAB
0"T.O.F
-2' - 0"
1631 1820232628
SF304
SF304
HSS10X8X5/16
HSS10X8X5/16HSS10X8X5/16
HSS10X8X5/16HSS10X8X5/16
HSS10X8X5/16HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
W
X4
HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16
HSS10X8X5/16
45' - 11 3/4"
T/STEEL
37' - 5"
T/STEEL
54' - 6 1/2"
T/STEEL
29' - 10"
T/STEEL
HSS7X7X5/16HSS7X7X5/16
+/- 195k
+/- 195k
DIAGONAL
BRACING IN THIS
VIEW IS IN LINE
WITH CL A, TYP.
NOTES:
1. FORCES SHOWN ARE AXIAL AND SHALL BE
COMBINED WITH SHEAR.
2. FORCES SHOWN ARE ULTIMATE.
3. FORCES SHOWN MAY BE COMPRESSION (+)
OR TENSION (-).
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\k6enxmdz\Desktop\Tele-Work Revit Projects\Hun400 (PN88410)\FY20PN88410_STRUC_R18_TW Current.rvt12/10/2020 2:25:43 PM
JU
LY
W
2H N
-2 0-
R -3
M . Z
AI
TZ
M . Z
AI
TZ
R . H
AL
LM
AN
1-
-0
SF201
FR
AM
IN
G
E
LE
VA
TI
O 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
H U
N
TE
R A
R M
Y
AI
R
FI
EL
D
, G
EO
R G
IA
AA
B
AI
R C
R
AF
T M
AI
N
TE
N
AN
C
E H
AN
G
AR
FY
0, P N
VO
LU
M
E
-B U
IL
D
IN
G
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TU
R E, 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)
NORTH ELEVATION - HANGAR CL1-CL161
NORTH ELEVATION - HANGAR CL16-CL312
164 8268SCALE: 1/8"=1'-0" 0
164 8268SCALE: 1/8"=1'-0" 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
D
EC
0 2
-2' - 0"
4748 46 3143 41 39 36 33
HSS10X8X5/16
HSS10X8X5/16
HSS12X8X1/2
HSS12X8X1/2
HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16
W
X4
W
X4
W
X4
W
X4
W
X4
W
X1 09W
X9
HSS12X8X1/2
HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
45' - 11 3/4"
T/STEEL
37' - 5"
T/STEEL
54' - 6 1/2"
T/STEEL
29' - 10"
T/STEEL
19' - 10"
T/STEEL
25' - 4 3/4"
B/STEEL
40' - 8 3/4"
B/STEEL
47' - 5"
T/STEEL
54' - 6 1/2"
T/STEEL
33' - 9 1/2"
T/STEEL
HSS7X7X5/16 HSS7X7X5/16
+/- 195k+/- 195k
DIAGONAL
BRACING IN THIS
VIEW IS IN LINE
WITH CL A, TYP.
NOTES:
1. FORCES SHOWN ARE AXIAL AND SHALL BE
COMBINED WITH SHEAR.
2. FORCES SHOWN ARE ULTIMATE.
3. FORCES SHOWN MAY BE COMPRESSION (+)
OR TENSION (-).
SF304
SF304
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\k6enxmdz\Desktop\Tele-Work Revit Projects\Hun400 (PN88410)\FY20PN88410_STRUC_R18_TW Current.rvt12/10/2020 2:25:48 PM
JU
LY
W
2H N
-2 0-
R -3
M . Z
AI
TZ
M . Z
AI
TZ
R . H
AL
LM
AN
1-
-0
SF202
FR
AM
IN
G
E
LE
VA
TI
O 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
H U
N
TE
R A
R M
Y
AI
R
FI
EL
D
, G
EO
R G
IA
AA
B
AI
R C
R
AF
T M
AI
N
TE
N
AN
C
E H
AN
G
AR
FY
0, P N
VO
LU
M
E
-B U
IL
D
IN
G
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TU
R E, 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)
NORTH ELEVATION - HANGAR CL31-CL481 164 8268SCALE: 1/8"=1'-0" 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
D
EC
0 2
-2' - 0"
ABCDEF
HSS12X8X1/2
HSS12X8X1/2
HSS12X8X1/2
HSS12X8X1/2 HSS12X8X1/2
HSS12X8X1/2HSS12X8X1/2
HSS12X8X1/2HSS12X8X1/2 HSS12X8X1/2 HSS12X8X1/2 HSS12X8X1/2
HSS16X8X5/8HSS16X8X5/8
HSS16X8X5/8HSS16X8X5/8HSS16X8X5/8
HSS16X8X5/8HSS16X8X5/8
HSS16X8X5/8HSS16X8X5/8
HSS16X8X5/8
W
X1
W
X1
W
X1
W
X9
W
X9
W
X9
HSS16X8X5/8 HSS16X8X5/8 HSS16X8X5/8 HSS16X8X5/8 HSS16X8X5/8
25' - 4 3/4"
B/STEEL
40' - 8 3/4"
B/STEEL
47' - 6"
T/STEEL
17' - 8"
T/STEEL
33' - 10 1/2"
T/STEEL
SF304
SF304
SF304
T/SLAB
0"T.O.F
-2' - 0"
ABCDEF
CENTER OF TRUSS BOTTOM CHORD
37' - 0"
W
X1
W
X1
W
X1
W
X9
W
X9
W
X9
W12X79
W12X10 6W12X106
W12X87 W12X87W12X87
+/- 230k
+/- 140k+/- 110k +/- 230k
+/- 310k +/- 360 k
+/- 55k
W12X87
W12X87
+/- 110 k W12X87
+/- 140k
+/- 45kW12X79
SF510
2 OPP
HAND
SF510
4 OPP
HAND
SF510
SF510
W21X83 W21X83 W21X83 W21X83
W18X175W18X158W18X158W18X175
W14X61 W14X61
W14X61 W14X61
W14X61
W12X40
W12X40
2L6X4X1/2LLBB
W12X40
NOTES:
1. FORCES SHOWN ARE AXIAL AND SHALL BE
COMBINED WITH SHEAR PER STEEL NOTES.
2. FORCES SHOWN ARE ULTIMATE.
3. FORCES SHOWN MAY BE COMPRESSION (+) OR
TENSION (-).
+/- 40k +/- 40k
+/- 40k +/- 50k
+/- 50k
+/- 115k +/- 115k +/- 115k +/- 115k +/- 10k
+/- 125k +/- 125k +/- 125k +/- 125k +/- 30k
+/- 20k
+/- 35k
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\k6enxmdz\Desktop\Tele-Work Revit Projects\Hun400 (PN88410)\FY20PN88410_STRUC_R18_TW Current.rvt12/10/2020 2:25:54 PM
JU
LY
W
2H N
-2 0-
R -3
M . Z
AI
TZ
M . Z
AI
TZ
R . H
AL
LM
AN
1-
-0
SF203
FR
AM
IN
G
E
LE
VA
TI
O 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
H U
N
TE
R A
R M
Y
AI
R
FI
EL
D
, G
EO
R G
IA
AA
B
AI
R C
R
AF
T M
AI
N
TE
N
AN
C
E H
AN
G
AR
FY
0, P N
VO
LU
M
E
-B U
IL
D
IN
G
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TU
R E, 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)
EAST ELEVATION - HANGAR1
FRAMING AT CL472
164 8268SCALE: 1/8"=1'-0" 0
164 8268SCALE: 1/8"=1'-0" 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
D
EC
0 2
-2' - 0"
A B C D E F
HSS12X8X1/2 HSS12X8X1/2
HSS12X8X1/2
HSS12X8X1/2
HSS12X8X1/2
HSS16X8X5/8HSS16X8X5/8HSS16X8X5/8HSS16X8X5/8HSS16X8X5/8
HSS12X8X1/2 HSS12X8X1/2
HSS12X8X1/2 HSS12X8X1/2 HSS12X8X1/2 HSS12X8X1/2 HSS12X8X1/2
HSS16X8X5/8HSS16X8X5/8HSS16X8X5/8HSS16X8X5/8HSS16X8X5/8
T/STEEL
17' - 8"
B/STEEL
24' - 4 3/4"
T/STEEL
33' - 10 1/2"
B/STEEL
40' - 8 3/4"
T/STEEL
47' - 6"
HSS16X8X5/8 HSS16X8X5/8 HSS16X8X5/8 HSS16X8X5/8 HSS16X8X5/8
SF304
SF304
SF304
T/SLAB
0"T.O.F
-2' - 0"
A B C D E F
CENTER OF TRUSS BOTTOM CHORD
37' - 0"
W
X1
W
X1
W
X1
W
X9
W
X9
W
X9
W12X79
W12X106 W12X10
+/- 55k
+/- 360k +/- 310 k
W12X87 W12X87
+/- 230k +/- 110k+/- 140k
+/- 230k
W12X87
W12X87+/- 140k
W12X87
W12X87
+/- 110k
W12X79+/- 45k
SF510
1 SF510
SF510
SF510
W14X61 W14X61
W12X40 W21X83 W21X83 W21X83 W21X83
W14X61
W14X61
W14X61
W18X158 W18X175W18X158W18X175
W12X40
2L6X4X1/2LLBB
+/- 50k +/- 50k
+/- 40k +/- 40k
+/- 40k
+/- 115k+/- 10k +/- 115k +/- 115k +/- 115k
+/- 125k+/- 125k+/- 125k+/- 125k
NOTES:
1. FORCES SHOWN ARE AXIAL AND SHALL BE
COMBINED WITH SHEAR PER STEEL NOTES.
2. FORCES SHOWN ARE ULTIMATE.
3. FORCES SHOWN MAY BE COMPRESSION (+) OR
TENSION (-).
W12X40
+/- 30k
+/- 35k
+/- 20k
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\k6enxmdz\Desktop\Tele-Work Revit Projects\Hun400 (PN88410)\FY20PN88410_STRUC_R18_TW Current.rvt12/10/2020 2:26:03 PM
JU
LY
W
2H N
-2 0-
R -3
M . Z
AI
TZ
M . Z
AI
TZ
R . H
AL
LM
AN
1-
-0
SF204
FR
AM
IN
G
E
LE
VA
TI
O 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
H U
N
TE
R A
R M
Y
AI
R
FI
EL
D
, G
EO
R G
IA
AA
B
AI
R C
R
AF
T M
AI
N
TE
N
AN
C
E H
AN
G
AR
FY
0, P N
VO
LU
M
E
-B U
IL
D
IN
G
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TU
R E, 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)
WEST ELEVATION - HANGAR1
FRAMING AT CL22
164 8268SCALE: 1/8"=1'-0" 0
164 8268SCALE: 1/8"=1'-0" 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
D
EC
0 2
-2' - 0"
2316 467913
CENTER OF TRUSS BOTTOM CHORD
37' - 0"
BOTTOM OF DOOR SUPPORT
29' - 0"
HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
HSS12X8X5/8HSS12X8X5/8HSS12X8X5/8HSS12X8X5/8HSS10X8X5/16HSS10X8X5/16
HSS16X8X5/8
HSS8X8X3/8
W14X43 HSS16X8X5/8 HSS16X8X5/8
HSS16X8X5/8 HSS16X8X5/8
HSS16X8X5/8 HSS16X8X5/8
HSS16X8X5/8
W
X9
W
X9
W
X9
W
X9
W
X9
W
X9
W
X9 9 25' - 4 3/8"
B/STEEL
40' - 8 3/8"
B/STEEL
W14X43 W14X43 W14X43 W14X43 W14X61W18X60
W12X96
W
X68
W18X76 W18X76 W18X76 W18X60 W18X55 W16X45
SF304
T/SLAB
0"T.O.F
-2' - 0"
1631 1820232628
CENTER OF TRUSS BOTTOM CHORD
37' - 0"
W
X9
W
X9
W
X9
W
X9
W
X9
W
X9
W
X9
W18X60 W18X60
W 10X68 W
X68
W12X96W12X96
W10X54 W10X54
W18X60 W18X60 W18X60 W18X60
W12X96
W 10X68
W10X54 W18X76 W18X76 W18X76 W18X76 W18X76 W18X76
HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16 HSS10X8X5/16
HSS10X8X5/16 HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16HSS10X8X5/16
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
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PS
O F
EN
G
IN
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R S
C H
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D B
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US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
C:\Users\k6enxmdz\Desktop\Tele-Work Revit Projects\Hun400 (PN88410)\FY20PN88410_STRUC_R18_TW Current.rvt12/10/2020 2:26:13 PM
JU
LY
W
2H N
-2 0-
R -3
M . Z
AI
TZ
M . Z
AI
TZ
R . H
AL
LM
AN
1-
-0
SF205
FR
AM
IN
G
E
LE
VA
TI
O 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
H U
N
TE
R A
R M
Y
AI
R
FI
EL
D
, G
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R G
IA
AA
B
AI
R C
R
AF
T M
AI
N
TE
N
AN
C
E H
AN
G
AR
FY
0, P N
VO
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-B U
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D
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(S
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TU
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TE
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PR
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J.
W H
IT
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R
READY TO ADVERTISE (RTA)
SOUTH ELEVATION - HANGAR CL1-CL16 (FROM INTERIOR)1
SOUTH ELEVATION - HANGAR CL16-CL31 (FROM INTERIOR)2
164 8268SCALE: 1/8"=1'-0" 0
164 8268SCALE: 1/8"=1'-0" 0
M
AR
K D
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O
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IN
A C
C O
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A M
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D
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0 2
3 164 6 7 9 13
CENTER OF TRUSS BOTTOM CHORD
37' - 0"
BOTTOM OF DOOR SUPPORT
29' - 0"
W14X90
W14X90
W14X82
W14X82 W14X82
W14X82
W14X90
W
X1
W14X109
W
X9
W
X8
129' - 6"
W
X8
W
X9
SF513
SF513
SF513
SF513
SF513
SP SP
SP SP
NOTES:
1. FORCES SHOWN ON THE TRUSS MEMBERS ARE AT AN ULTIMATE LEVEL FOR LRFD DESIGN
2. PROVIDE BOLTED STITCH PLATES EQ SPACED BUT NO FARTHER THAN 4'-0" OC.
3. PROVIDE CAMBER IN GIRDER TRUSS. Y DENOTES AMOUNT OF VERTICAL CAMBER REQUIRED
DURING FABRICATION OF THE GIRDER TRUSS.
4. SP DENOTES APRROXIMATE SPLICE LOCATION IN THE CHORD. DESIGN FOR THE FULL
CAPACITY OF THE CHORD MEMBER (AXIAL AND MOMENT).
+/- 700k
+/- 200k
+/- 160k +/- 325k
+/- 325k
+/- 875k
+/- 500k
+/- 600k
-4 k
-2 k
-1 k
-2 k
-4 k
W
X8
W14X30 W14X30 W14X30 W14X30 W14X30 W14X30
W
X3
Y = 3/4" Y = 1 1/8" Y = 1 1/4" Y = 1" Y = 5/8"
F E D C B A
25' - 6" 25' - 6" 25' - 6" 25' - 6"
12' - 9" 12' - 9" 12' - 9" 12' - 9" 12' - 9" 12' - 9" 12' - 9" 12' - 9"
29'-0"
BOTTOM OF DOOR SUPPORT
37'-0"
CENTER OF TRUSS BOTTOM CHORD
W14x99
W14x82
2L 6x
6x 1/2
2L 8x
8x 5/
2L 6x
6x 1/2
2L 6x
6x 5/
2L 6x
6x 3/8
2L 6x
6x 5/
2L 6x
6x 3/8
2L 6x
6x 3/
82L6x6x3/8
2L 6x
6x 3/
82L6x6x3/8
2L 6x
6x 3/
82L6x6x3/8
2L 6x
6x 3/
82L6x6x5/8
W x1
MAX HT OF RUNWAY
BEAM = 34'-6"
NOTES:
1. MAX HEIGHT OF BRIDGE CRANE GIRDER = 32'-10"
2. 28'-0" HOOK HEIGHT
3. FORCES SHOWN ON THE TRUSS MEMBERS ARE AT AN ULTIMATE LEVEL FOR LRFD DESIGN
4. PROVIDE BOLTED (PRETENSIONED) STITCH PLATES EQ SPACED BUT NO FARTHER THAN 6'-0" OC. W/ 2 MINIMUM
5. PROVIDE 1" CAMBER AT MIDPOINT OF TRUSS.
6. SP DENOTES APPROXIMATE SPLICE LOCATION IN THE CHORD. DESIGN FOR THE FULL CAPACITY OF THE CHORD MEMBER (AXIAL AND MOMENT).
T/STEEL = 45'-9"
WORKPOINT = 54'-3"
SP
SP
SP
SP
SF512
SF512
SF512
SF512
SF512
SF512
SF512
SF512
SEE SF304 FOR
FRAMING OVER
SLIDING DOORS
+/- 270k
+/- 135k
+/- 75k
+/- 60k k
0k
0k
- 2 k
+/- 380k
+/- 260k
-1 k
-7
0k
-6
0k
-3
0k
-8
5k
-1 k
-2 k
TRUSS T2-T4, SEE PLAN
BRIDGE CRANE GIRDER
BY CRANE MFR
EXTENT OF HOOK REACH EXTENT OF HOOK REACHMIN CLEAR HEIGHT = 28'-0" AFF
+/- 60k +/- 95k
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\k6enxmdz\Desktop\Tele-Work Revit Projects\Hun400 (PN88410)\FY20PN88410_STRUC_R18_TW Current.rvt12/10/2020 2:26:22 PM
JU
LY
W
2H N
-2 0-
R -3
M . Z
AI
TZ
M . Z
AI
TZ
R . H
AL
LM
AN
1-
-0
SF311
TR
U
SS
E
LE
VA
TI
O
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
H U
N
TE
R A
R M
Y
AI
R
FI
EL
D
, G
EO
R G
IA
AA
B
AI
R C
R
AF
T M
AI
N
TE
N
AN
C
E H
AN
G
AR
FY
0, P N
VO
LU
M
E
-B U
IL
D
IN
G
(S
TR
U C
TU
R
AL
, A
R C
H
IT
EC
TU
R E, 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)
TRUSS T22
TRUSS T11 0SCALE: 3/16"=1'-0" 48 8
0SCALE: 3/16"=1'-0" 48 8
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
D
EC
0 2
| SB102 FOUNDATION PLAN - AREA A |
| SB106 FOUNDATION PLAN - AREA E |
| SB511 MASONRY DETAILS |
| SF201 FRAMING ELEVATIONS |
| SF202 FRAMING ELEVATIONS |
| SF203 FRAMING ELEVATIONS |
| SF204 FRAMING ELEVATIONS |
| SF205 FRAMING ELEVATIONS |
| SF311 TRUSS ELEVATIONS |
File details come from the government source that posted it. Updated .