Att 6B - AS890 Record Drawings (Structural and Electrical).pdf
PDF 34 MB Posted
- Attached to
- Building AS890 VLFD Repairs
- Solicitation number
- N4008525R9018
About this file
This file contains structural and electrical record drawings for the MV-22 Aviation Complex at MCAS New River, North Carolina, specifically detailing Building AS890 hangar construction. The drawings show comprehensive structural framing plans, foundation details, electrical systems, and construction specifications for a large-scale aviation hangar facility constructed under Navy contracts N40085-11-C-4019.
The documentation includes detailed structural plans for hangar modules A through D, with quadrant-specific framing layouts, truss profiles, joist girder configurations, and foundation systems using auger cast piles. The electrical drawings cover power distribution, lighting plans, communications systems, fire alarm layouts, and photovoltaic solar installations across multiple building levels. The hangar features fabric door systems, bridge crane infrastructure, and specialized aviation support equipment. Construction was completed with record drawings finalized on February 23, 2015, by The Haskell Company as the architect/engineer, with the project managed by NAVFAC MIDLANT for the Department of the Navy.
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Text version
H4
H4.2
H4.6
H5
H5.3
H5.7
HA1
H6
1/
2"
0"
0"
0"
FACE OF
CMU WALL
CL JG
CL JG
CL JG
CL JG
O.F. OF GIRT
0"
6"
6"
6"
6"
9"
3' -6
1/ 2"
108G
120G
120G
96G
108G
120G
120G
96G
100' - 2 1/2" 14' - 0" 94'-4" TO LINE HA4
HA2 HA3A1 HA1.3 HA1.5 HA1.7 HA3.3 HA3.5
H3
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
T/JOIST EL = 66'-0"
T/TRUSS EL =66'-0"
T/JOIST EL =
59'-0" UON
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
HA1.2
VERTICAL X-BRACE
SEE B1/SH-531
VERTICAL X-BRACE
(SEE B1/SH-531)
VERTICAL
X-BRACE
SEE A3/SH-401
A1
SH-521
A1
SH-522
HORIZONTAL TRUSS @
UNDERSIDE OF ROOF
FRAMING SEE A1/SH-531 FOR
MEMBER FORCE DIAGRAM
K1
K1
K2
K2
K1
EQ
SP
A
'-6
EQ
SP
AC
ES
12K1
W14X30W14X30
HSS 8x6x3/8 WIND COLUMN
DISTRIBUTION BEAM LSV(TYP @
T/WIND COLS ALONG LINE H4)
CL JG
O.F. OF GIRT
W12X22
W
X1
W12x22
W16X45
W18X50
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W
X1
W12x22
W18X50
W16X45
W
X4
(L O
W
X4
W
X4
W
X4
W
X4
W
X4
(L
O
(L O
(L
O
(L O
(L
O
W
14X53 (LO)
W
X38
(LO)
(LO
W14X30
W 14X38
(LO)
(LO)
W14X30 (LO)
W
X38
W14X30
W 14X38
(L O)
(LO)
(LO)
W
X38
W14X30
W 14X38
(LO)
(L O)
(LO)
W14X30
W
X38
(LO)
(L O)
W14X30 (LO)
W 14X38
W
X5
(LO)
(LO)
(L O)
W
X2
W
X4
W
X4
(L O
(L
O
W12X22 W12X22
H5.9
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
SEE C3/SH-526 FOR LATERAL
BRACING OF WIND COLS
(TYP ALONG LINE H4)
W14X43 W14X43 W14X43 W14X43
C1
SH-526
C2
SH-527
B2
SH-527
LO
HI
A1
SH-526
W
X2
(H I)
W
X2
W
X2
W
X2
W
X2
W
X2
(H I)
(H I)
(H I)
(H I)
(H I)
W
X2
BRIDGING AS
REQUIRED BY
SJI (TYP)
12K1
B1
SH-525
B2
SH-525
A1
SH-524
C12X20.7
C12X20.7 (LO)
C12X20.7
C12X20.7 (LO)
(LO)
C12X20.7
C12X20.7 (LO)
W14X30 (LO)
W14X30 (LO)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
B2
SH-526
B1
SH-526
DRAFT CURTAIN
SEE ARCH FOR
LOCATION (TYP)
B3
SH-525
FABRIC DOOR
MULLION BELOW, TYP
MULLION KICKER
SEE A1/SH-522
MULLION KICKERS
SEE A1/SH-521
14' - 0"
MULLION KICKER
SEE A1/SH-522
1' - 8" 10' - 7"
1' - 0"
A1
SH-525
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
12K1
12K1
T/JOIST EL
= 65'-1 1/2"
T/JOIST EL
= 62'-5 1/4"
T/JOIST EL
= 59'-9"
VERTICAL X-BRACE
(SEE B3/SH-531)
2 SPACES @ 5'-9 1/2" 6 SPACES @ 6'-0" 6' - 2 3/4" 6' - 2 3/4" 6' - 2" 6' - 2" 4 SPACES @ 6'-0" 2' - 10" 1' - 0"
W
X2
W
X2
WT6X25
W18X50
W18X50 W18X50
W
X2
W
X2
W18X50
97 K 97 K 97 K 97 K
STRUT
FORCE,TYP
A1
SH-520
W
X2
W
X2
C2
SH-526
___________ BOTTOM FLANGE
BRACE, SEE
C2/SH-526, TYP
ON LINE H4
SH-524
C1
W14X30
HANGERS, TYP
SEE A1/SH-522
1' - 0" 2' - 10" 16 SPACES @ 5'-5"
A2
SH-526
TYP@
WIND
STRUT
JOISTS
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
12K1
12K1
12K1
12K1
12K1
12K1
C1
SH-527
LO
W
X4 8(
LO
K5
K5
K5
K5
K1
TY
P
3' -0
BEAM SPLICE,
TYP-SEE A2/SH-525
C12X20.7
C12X20.7
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
HANGERS @TRUSS
SEE A1/SH-521
C2
SH-523
C1
SH-523
C3
SH-523
SIM@
WIND
STRUT
JOISTS
B2
SH-525
C3
SH-527
HI
W10x22
T/JOIST EL =
63'-9 1/2"
1' -3
W
X2
.0°.
3' -6
3/ 4"
T/STEEL =
64'-2 1/4"
T/STEEL =
64'-2 1/4"
W18X50
W14X30 (HI)
30K8
30K8
30K7
30K7
BE
LO
W 1/
2" C
L M
U
LL
IO
N
A2
SH-526
TYP@
BRIDGE
CRANE
BRACING
C3
SH-523
TYP@
BRIDGE
CRANE
BRACING
** DENOTES JOIST TO BE DESIGNED FOR
±1.78k LOAD APPLIED TO JOIST BOTTOM
CHORD PANEL POINT. LOAD APPLIED AT
AN ANGLE BETWEEN 40° TO 50° LOAD
DOES NOT OCCUR AT SAME TIME AS 30k
AXIAL LOAD.
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-141C
H A N G A R
M O D U L E A Q U A D R A N T
F R A M
IN
G
P L A N
SCALE: 1/8" = 1'-0"SH-141C
1 HANGAR - MODULE A - QUADRANT 3- FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 4' 8' 16' 32'
N
PLAN NOTES:
1) SEE PLAN NOTES SHT SH-141.
2) SEE SH-402 FOR DESIGN CRANE LOADS IMPOSED ON JOIST GIRDER @ INTERIOR BAYS, SH-403 @ END BAYS. SEE SHT SH-404 AND SH-405 FOR ADDL LOADING DIAGRAMS. SEE SHEETS SH-406 AND SH-407 FOR JOIST GIRDER CONFIGURATIONS.
3) * DENOTES JOIST TO BE DESIGNED AS A WIND STRUT. JOIST TOP CHORD TO TRANSFER LOAD ACROSS SUPORTING JOIST
GIRDER. JOIST SHALL BE DESIGNED FOR AN AXIAL LOAD OF 30 K.
4) SEE SH-531 FOR HORIZONTAL TRUSS MEMBER FORCE DIAGRAMS.
5) T/JOIST EL SHOWN ON PLAN APPLIES TO MAIN ROOF FRAMING (UON @ TRUSSES). SEE PLAN A1/SH-401 FOR FRAMING ELEVATIONS @ TRUSSES. ELEVATIONS NOTES ARE BASED ON MODULE REFERENCE ELEVATIONS, SEE NOTE 1 SHEET SH-140.
R e v.
R e vi si o n
D e sc ri p tio n D a te
C O
N S
T R
U C
T
IO
N
IS
S U
E /1
/1
F
O
/2
/1
R E
C O
R D
D R
A W
IN
G
S
/2
/1
R
E C
O R
D D
R A
W
IN
G S
/2
/1
12635238
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED PROFESSIONAL'S KNOWLEDGE,
BASED ON INFORMATION PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS. THE LICENSED PROFESSIONAL
AND HASKELL ARCHITECTS AND ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE
ACCURACY OF THE INFORMATION PROVIDED OR FOR ANY ERRORS OR OMISSIONS INCLUDED.
VERIFICATION OF THE INFORMATION IN THESE DOCUMENTS IS ADVISED PRIOR TO ANY USE.
H4.6
H5
H5.3
H5.7
H6
EX
PA
N
SI
O N
JO
IN
T
8" STEP
@ EXPANSION JOINT
HA4 HA5 HA6 HB1HA3.5 HA3.7 HA5.3 HA5.5 HA5.7
H3
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
T/JOIST EL =
T/TRUSS EL =66'-0"
T/JOIST EL =
59'-0"
SEE NOTE 5,
TYP
16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0" 1' - 0" 2' - 10" 16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0"
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
120G
120G
108G
96G
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
3' -6
1/ 2"
9"
0"
0"
0"
1' -0
" FACE OF
CMU WALL
CL JG
CL JG
CL JG
CL JG
O.F. OF GIRT
0"
6"
6"
6"
6"
1/ 2"
VERTICAL
X-BRACE
SEE A3/SH-401
VERTICAL
X-BRACE
SEE A3/SH-401
A1
SH-521
___________ A1
SH-522
94'-4" TO LINE HA3 14' - 0" 94' - 4" 14' - 0"
K1
K1
K2
K2
14' - 0"
K1
EQ
SP
A
'-6
EQ
SP
AC
ES
K1
K1
K2
K2
14' - 0"
EQ
SP
A
'-6
K1
K1
EQ
SP
AC
ES
12K1
30K7
30K7
30K7
30K7
12K1
108G
120G
120G
96G
120G
120G
108G
96G
12K1
CL DOOR
FABRIC DOOR
MULLION BELOW, TYP
CL CHORD
* HSS 8x6x3/8 WIND COLUMN
DISTRIBUTION BEAM LSV (TYP @
T/WIND COLS ALONG LINE H4)
W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W
X1
W12x22
W
X1
W12x22
W18X50
W12x22
W16X45
W18X50
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W12X22
H5.9
A1
SH-526
BRIDGING AS
REQUIRED BY
SJI (TYP)
SEE C3/SH-526 FOR
LATERAL BRACING OF WIND
COLS (TYP ALONG LINE H4)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP) 1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
DRAFT CURTAIN
SEE ARCH FOR
LOCATION (TYP)
B2
SH-526
B1
SH-526
MULLION KICKER
SEE A1/SH-522 MULLION KICKER
SEE A1/SH-521
MULLION KICKER
SEE A1/SH-522 MULLION KICKERS
SEE A1/SH-521
W14X38
W14X38
W14X38 W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
12K1
12K1
W14X38
W14X38
W14X38
W14X38
W14X38
12K1
12K1
A3
SH-527
A2
SH-527
C2
SH-523
T/JOIST EL
= 65'-1 1/2"
T/JOIST EL
= 62'-5 1/4"
T/JOIST EL
= 59'-9"
W18X50 W18X50 W
X2
W
X2
W18X50
W
X2
1/
2" 1'
-1 0"
BOTTOM FLANGE
BRACE, SEE
C2/SH-526, TYP
ON LINE H4
C2
SH-526
HANGERS, TYP
SEE A1/SH-522
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
12K1
12K1
12K1
12K1
12K1
12K1
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
C1
SH-527
(LO)
C1
SH-526
1' - 0"
B2
SH-527
C2
SH-527
LO
HI
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
B1
SH-527
(LO)
A2
SH-526
TYP@
WIND
STRUT
JOISTS
C3
SH-523
SIM@
WIND
STRUT
JOISTS
C3
SH-527
HI
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
1' -3
1' -3
W14X30
W14X30
W12X22
3' -6
3/ 4"
.0°.
T/STEEL =
64'-2 1/4"
W12x22
W16X45
SH-528
C2
30K7
30K7
A4
SH-527
(LO)
BE
LO
W 1/
2" C
L M
U
LL
IO
N
A2
SH-526
TYP@
BRIDGE
CRANE
BRACING
C3
SH-523
TYP@
BRIDGE
CRANE
BRACING
** DENOTES JOIST TO BE DESIGNED FOR
±1.78k LOAD APPLIED TO JOIST BOTTOM
CHORD PANEL POINT. LOAD APPLIED AT
AN ANGLE BETWEEN 40° TO 50° LOAD
DOES NOT OCCUR AT SAME TIME AS 30k
AXIAL LOAD.
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-141D
H A N G A R
M O D U L E A Q U A D R A N T
F R A M
IN
G
P L A N
SCALE: 1/8" = 1'-0"SH-141D
1 HANGAR - MODULE A - QUADRANT 4- FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 4' 8' 16' 32'
N
PLAN NOTES:
1) SEE PLAN NOTES SHT SH-141.
2) SEE SH-402 FOR DESIGN CRANE LOADS IMPOSED ON JOIST GIRDER. SEE SHT SH-404 FOR ADDL LOADING DIAGRAMS.SEE SHEETS SH-406 AND
SH-407 FOR JOIST GIRDER CONFIGURATIONS.
3) * DENOTES JOIST TO BE DESIGNED AS A WIND STRUT. JOIST TOP CHORD TO TRANSFER LOAD ACROSS SUPORTING JOIST GIRDER. JOIST
SHALL BE DESIGNED FOR AN AXIAL LOAD OF 30 K.
4) SEE SH-531 FOR HORIZONTAL TRUSS MEMBER FORCE DIAGRAMS
5) T/JOIST EL SHOWN ON PLAN APPLIES TO MAIN ROOF FRAMING (UON @ TRUSSES). SEE PLAN & A1/SH-401 FOR FRAMING ELEVATIONS @ TRUSSES. ELEVATIONS NOTED ARE BASED ON MODULE REFERENCE ELEVATIONS, SEE NOTE 1 SHEET SH-140.
R e v.
R e vi si o n
D e sc ri p tio n D a te
C O
N S
T R
U C
T
IO
N
IS
S U
E /1
/1
F
O
/2
/1
R E
C O
R D
D R
A W
IN
G
S
/2
/1
R
E C
O R
D D
R A
W
IN
G S
/2
/1
12635239
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED
PROFESSIONAL'S KNOWLEDGE, BASED ON INFORMATION
PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS.
THE LICENSED PROFESSIONAL AND HASKELL ARCHITECTS AND
ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE ACCURACY
OF THE INFORMATION PROVIDED OR FOR ANY ERRORS OR
OMISSIONS INCLUDED. VERIFICATION OF THE INFORMATION IN
THESE DOCUMENTS IS ADVISED PRIOR TO ANY USE.
H1
H2
H4
H4.2
H4.6
H5
H5.3
H5.7
H6
SH-142C
SH-142D
HB1 HB2 HB3 HB4 HB5 HB6 HC1HB1.3 HB1.5 HB1.7 HB3.3 HB3.5 HB3.7 HB5.3 HB5.5 HB5.7 HC1.3
H3
94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 21' - 1"
19' - 6" 27' - 8" 27' - 8" 19' - 6" 14' - 0" 19' - 6" 27' - 8" 27' - 8" 19' - 6" 14' - 0" 21' - 1" 26' - 1" 26' - 1" 21' - 1" 14' - 0"
VERTICAL X-BRACE
BETWEEN TRUSSES
(TYP 3 PLACES)
SEE A3/SH-401
108" DEEP JOIST GIRDER
120" DEEP JOIST GIRDER
W16 &
120" DEEP JOIST GIRDER
108" DEEP JOIST GIRDER
120" DEEP JOIST GIRDER
W16 &
120" DEEP JOIST GIRDER
108" DEEP JOIST GIRDER
120" DEEP JOIST GIRDER
W16 &
120" DEEP JOIST GIRDER
"D
EE
P
JO
IS
TS
"D
EE
P
JO
IS
TS
"D
EE
P
JO
IS
TS
CL TRUSS - SEE TRUSS
ELEVATION A1/SH-401, TYP
1' -0
0"
0"
0"
FACE OF
CMU WALL
CL JG
CL JG
CL JG
CL JG
O.F. OF GIRT
96" DEEP JOIST GIRDER 96" DEEP JOIST GIRDER 96" DEEP JOIST GIRDER
EX
PA
N
SI
O N
JO
IN
T
8" STEP
EX
PA
N
SI
O N
JO
IN
T
8" STEP
B1
SH-527
___________ B1
SH-527
C1
SH-526
B2
SH-527
C2
SH-527
LO
HI
A1
SH-521
A1
SH-522
H5.9
SH-150
2 @ TYPICAL
CATWALK
SH-150
2 @ TYPICAL
CATWALK
SH-150
2 @ TYPICAL
CATWALK
A1
SH-526
W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30
B2
SH-526
B1
SH-526
W12 BEAMS,
TYP UON
VERTICAL X-BRACE
BETWEEN TRUSSES
(TYP 3 PLACES)
SEE A4/SH-401
0"
1"
3'
-3 1/
2"
T/JOIST EL
= 66'-0"
T/JOIST EL
= 65'-1 1/2"
T/JOIST EL
= 62'-5 1/4"
T/JOIST EL
= 59'-9"
T/JOIST EL
= 59'-0"
TRUSS COLUMNS
SEE A1/SH-401, TYP
SLOPING COLUMNS,
SEE A1/SH-401, TYP
C L
O F
TR
U
SS
TY
P (S
EE
N
O
TE
1)
C L
O F
TR
U
SS
TY
P (S
EE
N
O
TE
1)
12" DEEP JOISTS
BETWEEN
TRUSSES (TYP)
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-142
H A N G A R
M O D U L E B
F R A M
IN
G
P L A N
SCALE: 1/16" = 1'-0"SH-142
1 HANGAR - MODULE B - FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 8' 16' 32' 64'
N
PLAN NOTES:
1) SEE TRUSS ELEVATION A1/SH-401 FOR TRUSS DIMENSIONS AND MEMBER SIZES.
2) SEE HANGAR OVERALL FRAMING PLAN SHT SH-140 FOR REFERENCE ELEVATIONS.
REFERENCE ELEV 0'-0" FOR MODULE B = DATUM ELEV 20.18'
3) SEE 2/SH-140 FOR DECK FASTENING SPECIFICATIONS
4) SEE 3/SH-140 FOR NET JOIST UPLIFT PRESSURE DIAGRAM.
5) SEE SHTS SH-142C AND SH-142D FOR ADDITIONAL INFORMATION
R e v.
R e vi si o n
D e sc ri p tio n D a te
C O
N S
T R
U C
T
IO
N
IS
S U
E /1
/1
R E
C O
R D
D R
A W
IN
G
S
/2
/1
R
E C
O R
D D
R A
W
IN
G S
/2
/1
12635240
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED PROFESSIONAL'S KNOWLEDGE,
BASED ON INFORMATION PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS. THE LICENSED PROFESSIONAL
AND HASKELL ARCHITECTS AND ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE
H4.6
H5
H5.3
H5.7
H6
HB1 HB2 HB3HB1.3 HB1.5 HB1.7 HB3.3 HB3.5
H3
1' - 0" 2' - 10" 16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0" 1' - 0" 2' - 10" 16 SPACES @ 5'-5"
94' - 4" 14' - 0" 94'-4" TO LINE HB4
3' -6
1/ 2"
9"
6"
6"
6"
6"
0"
1/
2"
0"
0"
0"
1' -0
FACE OF
CMU WALL
CL JG
CL JG
CL JG
CL JG
O.F. OF GIRT
T/JOIST EL =
T/TRUSS EL =66'-0"
T/JOIST EL =
59'-0"
SEE NOTE 5,
TYP
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
VERTICAL
X-BRACE
SEE A3/SH-401
CL TRUSS
(SEE NOTE 1)
VARIES
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
VERTICAL
X-BRACE
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
EQ
SP
AC
ES
EQ
SP
A
6"
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
A1
SH-521
A1
SH-522
K1
K1
K2
K2
14' - 0"
K1
12K1
30K7
30K7
12K1
96G
120G
120G
108G108G
120G
120G
96G
HSS 8x6x3/8 WIND COLUMN
DISTRIBUTION BEAM LSV (TYP @
T/WIND COLS ALONG LINE H4)* *
W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W16X45
W18X50
W
X1
W12x22
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W12x22
W12X22
H5.9
A1
SH-526
C2
SH-527
B2
SH-527
LO
HI
SEE C3/SH-526 FOR
LATERAL BRACING OF WIND
COLS (TYP ALONG LINE H4)
BRIDGING AS
REQUIRED BY
SJI (TYP)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
DRAFT CURTAIN
SEE ARCH FOR
LOCATION (TYP)
B2
SH-526
B1
SH-526
MULLION KICKER
SEE A1/SH-522
MULLION KICKERS
SEE A1/SH-521
MULLION KICKER
SEE A1/SH-522
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
12K1
12K1
A3
SH-527
C2
SH-523
T/JOIST EL =
65'-1 1/2"
T/JOIST EL =
62'-5 1/4"
T/JOIST EL =
59'-9"
W18X50
W
X2
W
X2
1/
2" 1'
-1
0" CL CHORD
FABRIC DOOR
MULLION BELOW,
TYP
BOTTOM FLANGE BRACE,
SEE C2/SH-526 TYP
ON LINE H4
C2
SH-526
HANGERS, TYP
SEE A1/SH-522
C1
SH-527
LO
12K1
12K1
12K1
12K1
12K1
12K1
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
C1
SH-526
A2
SH-526
TYP@
WIND
STRUT
JOISTS
C3
SH-523
SIM@
WIND
STRUT
JOISTS
C3
SH-527
HI
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
1' -3
W14X30
T/STEEL =
64'-2 1/4"
T/STEEL =
64'-2 1/4"
W16X45
W18X50
W
X1
W12x22 W12x22
W12X22
W18X50 W18X50
W
X2
W
X2
3' -6
3/ 4"
.0°.
30K7
30K7
BE
LO
W 1/
2" C
L M
U
LL
IO
N
A2
SH-526
TYP@
BRIDGE
CRANE
BRACING
C3
SH-523
TYP@
BRIDGE
CRANE
BRACING
** DENOTES JOIST TO BE DESIGNED FOR
±1.78k LOAD APPLIED TO JOIST BOTTOM
CHORD PANEL POINT. LOAD APPLIED AT
AN ANGLE BETWEEN 40° TO 50° LOAD
DOES NOT OCCUR AT SAME TIME AS 30k
AXIAL LOAD.
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-142C
H A N G A R
M O D U L E B Q U A D R A N T
F R A M
IN
G
P L A N
SCALE: 1/8" = 1'-0"SH-142C
1 HANGAR - MODULE B - QUADRANT 3- FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 4' 8' 16' 32'
N
PLAN NOTES:
1) SEE PLAN NOTES SHT SH-142.
2) SEE SH-402 FOR DESIGN CRANE LOADS IMPOSED ON JOIST GIRDER. SEE SHT SH-404 FOR ADDL LOADING DIAGRAMS.
3) * DENOTES JOIST TO BE DESIGNED AS A WIND STRUT. JOIST TOP CHORD TO TRANSFER LOAD ACROSS SUPORTING JOIST
GIRDER. JOIST SHALL BE DESIGNED FOR AN AXIAL LOAD OF 30 K.
4) SEE SH-531 FOR HORIZONTAL TRUSS MEMBER FORCE DIAGRAMS.
5) T/JOIST EL SHOWN ON PLAN APPLIES TO MAIN ROOF FRAMING (UON @ TRUSSES). SEE PLAN & A1/SH-401 FOR FRAMING ELEVATIONS @ TRUSSES. ELEVATIONS NOTED ARE BASED ON MODULE REFERENCE ELEVATIONS, SEE NOTE 1, SHEET SH-140.
R e v.
R e vi si o n
D e sc ri p tio n D a te
C O
N S
T R
U C
T
IO
N
IS
S U
E /1
/1
F
O
/2
/1
R E
C O
R D
D R
A W
IN
G
S
/2
/1
R
E C
O R
D D
R A
W
IN
G S
/2
/1
12635241
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED
PROFESSIONAL'S KNOWLEDGE, BASED ON INFORMATION
PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS.
THE LICENSED PROFESSIONAL AND HASKELL ARCHITECTS AND
ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE ACCURACY
OF THE INFORMATION PROVIDED OR FOR ANY ERRORS OR
H4.6
H5
H5.3
H5.7
H6
HB4 HB5 HB6 HC1HB3.7 HB5.3 HB5.5 HB5.7 HC1.3
H3
16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0" 1' - 0" 2' - 10" 16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0" 1' - 0" 2' - 10" 16 SPACES @ 5'-5"
94'-4" TO LINE HB3 14' - 0" 94' - 4" 14' - 0" 94'-4" TO LINE HC2
0"
6"
6"
6"
6"
9"
3' -6
1/ 2"
1/
2"
0"
0"
0"
1' -0
FACE OF
CMU WALL
CL JG
CL JG
CL JG
CL JG
O.F. OF GIRT
T/JOIST EL =
T/TRUSS EL =66'-0"
T/JOIST EL =
59'-0"
SEE NOTE 5,
TYP
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
VERTICAL
X-BRACE
SEE A3/SH-401
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
VERTICAL
X-BRACE
SEE A3/SH-401
EQ
SP
AC
ES
EQ
SP
A
6"
EQ
SP
AC
ES
EQ
SP
A
6"
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
A1
SH-521
___________A1
SH-521
___________ A1
SH-522
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
K1
K2
K2
K1
K1
K1
K1
K1
K2
K2
12K112K1 12K1
30K7
30K7
108G
120G
120G
96G 96G
120G
120G
108G 108G
120G
120G
96G
HSS 8x6x3/8 WIND COLUMN
DISTRIBUTION BEAM LSV (TYP @
T/WIND COLS ALONG LINE H4)
W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30
W18X50
W12x22
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP W16X45
W18X50
W
X1
W12x22 W12x22
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W12X22
H5.9
C2
SH-527
B2
SH-527
LO
HI
A1
SH-526
SEE C3/SH-526 FOR LATERAL
BRACING OF WIND COLS
(TYP ALONG LINE H4)
BRIDGING AS
REQUIRED BY
SJI (TYP)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
DRAFT CURTAIN
SEE ARCH FOR
LOCATION (TYP)
B2
SH-526
B1
SH-526
MULLION KICKERS
SEE A1/SH-521
MULLION KICKERS
SEE A1/SH-521
MULLION KICKER
SEE A1/SH-522
14' - 0" 14' - 0"
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
12K1
12K1
A3
SH-527
C2
SH-523
T/JOIST EL =
59'-9" UON
T/JOIST EL =
62'-5 1/4" UON
T/JOIST EL =
65'-1 1/2" UON
W18X50
W14X30
W18X50 W18X50
W
X2
W
X2
W14X30
1/
2" 1'
-1 0"
CL CHORD
FABRIC DOOR
MULLION BELOW,
TYP
BOTTOM FLANGE
BRACE, SEE C2/SH-526,
TYP ON LINE H4
C2
SH-526
HANGERS, TYP
SEE A1/SH-522
C1
SH-527
LO
12K1
12K1
12K1
12K1
12K1
12K1
12K1
12K1
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
B1
SH-527
LO
C1
SH-526
A2
SH-526
TYP@
WIND
STRUT
JOISTS
12K1
12K1
12K1
12K1
12K1
12K1
C3
SH-523
SIM@
WIND
STRUT
JOISTS
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
C3
SH-527
HI
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
1' -3
1' -3
3' -6
3/ 4"
.0°. T/STEEL =
64'-2 1/4"
W12x22
W16X45
W18X50W18X50
SH-528
C2
EX
PA
N
SI
O N
JO
IN
T
8" STEP
@ EXPANSION JOINT
A2
SH-527
30K7
30K7 30K7
30K7
A4
SH-527
(LO)
A2
SH-526
TYP@
BRIDGE
CRANE
BRACING
BE
LO
W 1/
2" C
L M
U
LL
IO
N
C3
SH-523
TYP@
BRIDGE
CRANE
BRACING
** DENOTES JOIST TO BE DESIGNED FOR
±1.78k LOAD APPLIED TO JOIST BOTTOM
CHORD PANEL POINT. LOAD APPLIED AT
AN ANGLE BETWEEN 40° TO 50° LOAD
DOES NOT OCCUR AT SAME TIME AS 30k
AXIAL LOAD.
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-142D
H A N G A R
M O D U L E B Q U A D R A N T
F R A M
IN
G
P L A N
SCALE: 1/8" = 1'-0"SH-142D
1 HANGAR - MODULE B - QUADRANT 4- FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 4' 8' 16' 32'
N
PLAN NOTES:
1) SEE PLAN NOTES SHT SH-142.
2) SEE SH-402 FOR DESIGN CRANE LOADS IMPOSED ON JOIST GIRDER. SEE SHT SH-404 FOR ADDL LOADING DIAGRAMS.
3) * DENOTES JOIST TO BE DESIGNED AS A WIND STRUT. JOIST TOP CHORD TO TRANSFER LOAD ACROSS SUPORTING JOIST
GIRDER. JOIST SHALL BE DESIGNED FOR AN AXIAL LOAD OF 30 K.
4) SEE SH-531 FOR HORIZONTAL TRUSS MEMBER FORCE DIAGRAMS.
5) T/JOIST EL SHOWN ON PLAN APPLIES TO MAIN ROOF FRAMING (UON @ TRUSSES). SEE PLAN & A1/SH-401 FOR FRAMING ELEVATIONS @ TRUSSES. ELEVATIONS NOTED ARE BASED ON MODULE REFERENCE ELEVATIONS, SEE NOTE 1 SHEET SH-140.
R e v.
R e vi si o n
D e sc ri p tio n D a te
C O
N S
T R
U C
T
IO
N
IS
S U
E /1
/1
F
O
/2
/1
R E
C O
R D
D R
A W
IN
G
S
/2
/1
R
E C
O R
D D
R A
W
IN
G S
/2
/1
12635242
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED
PROFESSIONAL'S KNOWLEDGE, BASED ON INFORMATION
PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS.
THE LICENSED PROFESSIONAL AND HASKELL ARCHITECTS AND
ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE ACCURACY
OF THE INFORMATION PROVIDED OR FOR ANY ERRORS OR
H4
H4.2
H4.6
H5
H5.3
H5.7
H6
SH-143C
SH-143D
HC1 HC2 HC3 HC4 HC5 HC6 HD1HC1.3 HC1.5 HC1.7 HC3.3 HC3.5 HC3.7 HC5.3 HC5.5 HC5.7 HD1.3
H3
EX
PA
N
SI
O N
JO
IN
T
8" STEP
EX
PA
N
SI
O N
JO
IN
T
8" STEP
21' - 1" 26' - 1" 26' - 1" 21' - 1" 14' - 0" 19' - 6" 27' - 8" 27' - 8" 19' - 6" 14' - 0" 19' - 6" 27' - 8" 27' - 8" 19' - 6" 14' - 0"
1/
2"
0"
0"
0"
1' -0
2'
-3 1/
2"
1"
0"
VERTICAL X-BRACE
BETWEEN TRUSSES
(TYP 3 PLACES)
SEE A3/SH-401
108" DEEP JOIST GIRDER
120" DEEP JOIST GIRDER
W16 &
120" DEEP JOIST GIRDER
108" DEEP JOIST GIRDER
120" DEEP JOIST GIRDER
W16 &
120" DEEP JOIST GIRDER
108" DEEP JOIST GIRDER
120" DEEP JOIST GIRDER
W16 &
120" DEEP JOIST GIRDER
"D
EE
P
JO
IS
TS
"D
EE
P
JO
IS
TS
"D
EE
P
JO
IS
TS
96" DEEP JOIST GIRDER 96" DEEP JOIST GIRDER 96" DEEP JOIST GIRDER
CL TRUSS - SEE TRUSS
ELEVATION A1/SH-401, TYP
94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0"
H4.46
B1
SH-527
___________ B1
SH-527
C1
SH-526
A1
SH-521
___________ A1
SH-522
B2
SH-527
C2
SH-527
HI
LO
H5.9
SH-150
2 @ TYPICAL
CATWALK
SH-150
2 @ TYPICAL
CATWALK
SH-150
2 @ TYPICAL
CATWALK
W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30
A1
SH-526
B2
SH-526
B1
SH-526
W12 BEAMS
TYP UON
VERTICAL X-BRACE
BETWEEN TRUSSES
(TYP 3 PLACES)
SEE A4/SH-401
T/JOIST EL
= 66'-0"
T/JOIST EL
= 65'-1 1/2"
T/JOIST EL
= 62'-5 1/4"
T/JOIST E
= 59'-9"
T/JOIST E
= 59'-0"
TRUSS COLUMNS
SEE A1/SH-401, TYP
SLOPING COLUMNS,
SEE A1/SH-401, TYP
C L
O F
TR
U
SS
(S
EE
N
O
TE
1)
TY
P
C L
O F
TR
U
SS
(S
EE
N
O
TE
1)
TY
P
12" DEEP JOISTS
BETWEEN
TRUSSES (TYP)
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-143
H A N G A R
M O D U L E C
F R A M
IN
G
P L A N
SCALE: 1/16" = 1'-0"SH-143
1 HANGAR - MODULE C - FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 8' 16' 32' 64'
N
PLAN NOTES:
1) SEE TRUSS ELEVATION A1/SH-401 FOR TRUSS DIMENSIONS AND MEMBER SIZES.
2) SEE HANGAR OVERALL FRAMING PLAN SHT SH-140 FOR REFERENCE ELEVATIONS.
REFERENCE ELEV 0'-0" FOR MODULE C = DATUM ELEV 19.50'
3) SEE 2/SH-140 FOR DECK FASTENING SPECIFICATIONS
4) SEE 3/SH-140 FOR NET JOIST UPLIFT PRESSURE DIAGRAM.
5) SEE SHTS SH-143C AND SH-143D FOR ADDITIONAL INFORMATION
R e v.
R e vi si o n
D e sc ri p tio n D a te
C O
N S
T R
U C
T
IO
N
IS
S U
E /1
/1
R E
C O
R D
D R
A W
IN
G
S
/2
/1
R
E C
O R
D D
R A
W
IN
G S
/2
/1
12635243
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED PROFESSIONAL'S KNOWLEDGE,
BASED ON INFORMATION PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS. THE LICENSED PROFESSIONAL
AND HASKELL ARCHITECTS AND ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE
H4.6
H5
H5.3
H5.7
H6
HC2 HC3HC1.3 HC1.5 HC1.7 HC3.3 HC3.5 HC3.7
H3
16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0" 1' - 0" 2' - 10" 16 SPACES @ 5'-5"
94'-4" TO LINE HC1 14' - 0" 94'-4" TO LINE HC4
FACE OF
CMU WALL
CL JG
CL JG
CL JG
CL JG
O.F. OF GIRT
T/JOIST EL =
T/TRUSS EL =66'-0"
T/JOIST EL =
59'-0"
SEE NOTE 5,
TYP
0"
6"
6"
6"
6"
9"
3' -6
1/ 2"
1' -0
0"
0"
0"
1/
2"
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
VERTICAL
X-BRACE
SEE A3/SH-401
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
EQ
SP
AC
ES
EQ
SP
A
6"
A1
SH-521
___________A1
SH-522
K2
K2
K1
K1
K1
12K112K1
96G
120G
120G
108G 108G
120G
120G
96G
HSS 8x6x3/8 WIND COLUMN
DISTRIBUTION BEAM LSV (TYP @
T/WIND COLS ALONG LINE H4)* ******
W14X30 W14X30 W14X30 W14X30 W14X30 W14X30
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP W16X45
W18X50
W
X1
W12x22 W12x22
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W12X22
H5.9
C2
SH-527
B2
SH-527
LO
HI
A1
SH-526
SEE C3/SH-526 FOR LATERAL
BRACING OF WIND COLS (TYP
ALONG LINE H4)
BRIDGING AS
REQUIRED BY
SJI (TYP)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
DRAFT CURTAIN
SEE ARCH FOR
LOCATION (TYP)
B2
SH-526
B1
SH-526
MULLION KICKER
SEE A1/SH-522
MULLION KICKERS
SEE A1/SH-521
MULLION KICKER
SEE A1/SH-522
14' - 0"
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
12K1
12K1
T/JOIST EL=
65'-1 1/2"
T/JOIST EL=
62'-5 1/4"
T/JOIST EL=
59'-9"
C2
SH-523
W14X30
W18X50
W
X2
W
X2
1/
2" 1'
-1 0"
CL CHORD
FABRIC DOOR
MULLION BELOW,
TYP
BOTTOM FLANGE BRACE,
SEE C2/SH-526,
TYP ON LINE H4
C2
SH-526
HANGERS, TYP
SEE 1/SH-522
12K1
12K1
12K1
12K1
12K1
12K1
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
C1
SH-527
LO
C1
SH-526
A2
SH-526
TYP@
WIND
STRUT
JOISTS
C3
SH-523
SIM@
WIND
STRUT
JOISTS
C3
SH-527
HI
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
1' -3
T/STEEL =
64'-2 1/4"
T/STEEL =
64'-2 1/4"
W16X45
W18X50
W12x22 W12x22
W
X1
W12X22
W18X50 W18X50
W
X2
W
X2
3' -6
3/ 4"
.0°.
30K7
30K7
30K7
30K7
BE
LO
W 1/
2" C
L M
U
LL
IO
N
A2
SH-526
TYP@
BRIDGE
CRANE
BRACING
C3
SH-523
TYP@
BRIDGE
CRANE
BRACING
** DENOTES JOIST TO BE DESIGNED FOR
±1.78k LOAD APPLIED TO JOIST BOTTOM
CHORD PANEL POINT. LOAD APPLIED AT
AN ANGLE BETWEEN 40° TO 50° LOAD
DOES NOT OCCUR AT SAME TIME AS 30k
AXIAL LOAD.
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-143C
H A N G A R
M O D U L E C Q U A D R A N T
F R A M
IN
G
P L A N
SCALE: 1/8" = 1'-0"SH-143C
1 HANGAR - MODULE C - QUADRANT 3- FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 4' 8' 16' 32'
N
PLAN NOTES:
1) SEE PLAN NOTES SHT SH-143.
2) SEE SH-402 FOR DESIGN CRANE LOADS IMPOSED ON JOIST GIRDER. SEE SHT SH-404 FOR ADDL LOADING DIAGRAMS.
3) * DENOTES JOIST TO BE DESIGNED AS A WIND STRUT. JOIST TOP CHORD TO TRANSFER LOAD ACROSS SUPORTING JOIST
GIRDER. JOIST SHALL BE DESIGNED FOR AN AXIAL LOAD OF 30 K.
4) SEE SH-531 FOR HORIZONTAL TRUSS MEMBER FORCE DIAGRAMS.
5) T/JOIST EL SHOWN ON PLAN APPLIES TO MAIN ROOF FRAMING (UON @ TRUSSES). SEE PLAN & A1/SH-401 FOR FRAMING ELEVATIONS @ TRUSSES. ELEVATIONS NOTED ARE BASED ON MODULE REFERENCE ELEVATIONS, SEE NOTE 1, SHEET SH-140.
R e v.
R e vi si o n
D e sc ri p tio n D a te
C O
N S
T R
U C
T
IO
N
IS
S U
E /1
/1
F
O
/2
/1
R E
C O
R D
D R
A W
IN
G
S
/2
/1
R
E C
O R
D D
R A
W
IN
G S
/2
/1
12635244
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED
PROFESSIONAL'S KNOWLEDGE, BASED ON INFORMATION
PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS.
THE LICENSED PROFESSIONAL AND HASKELL ARCHITECTS AND
ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE ACCURACY
OF THE INFORMATION PROVIDED OR FOR ANY ERRORS OR
H4.6
H5
H5.3
H5.7
H6
HC4 HC5 HC6 HD1HC3.7 HC5.3 HC5.5 HC5.7 HD1.3
H3
16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0" 1' - 0" 2' - 10" 16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0" 1' - 0" 2' - 10" 28' - 0"
94'-4" TO LINE HC3 94' - 4" 14' - 0" 94'-4" TO LINE HD2
6"
6"
6"
6"
9" 3'
-6 1/
2"
1/
2"
0"
0"
0"
1' -0
FACE OF
CMU WALL
CL JG
CL JG
CL JG
CL JG
O.F. OF GIRT
T/JOIST EL =
T/TRUSS EL =66'-0"
T/JOIST EL =
59'-0"
SEE NOTE 5,
TYP
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
VERTICAL
X-BRACE
SEE A3/SH-401
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
VERTICAL
X-BRACE
SEE A3/SH-401
EQ
SP
AC
ES
EQ
SP
A
6"
EQ
SP
AC
ES
EQ
SP
A
6"
A1
SH-521
___________A1
SH-521
___________ A1
SH-522
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
K2
K2
K2
K2
K1
K1
K1
K1
K1
K1
12K1 12K112K1
30K7
30K7
96G
120G
120G
108G
96G
120G
120G
108G108G
120G
120G
96G
HSS 8x6x3/8 WIND COLUMN
DISTRIBUTION BEAM LSV (TYP @
T/WIND COLS ALONG LINE H4) * * * *****
W14X30W14X30W14X30W14X30W14X30W14X30
H4.46
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W18X50
W12x22
W16X45
W18X50
W
X1
W12x22 W12x22
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W12X22
H5.9
C2
SH-527
B2
SH-527
LO
HI
A1
SH-526
SEE C3/SH-526 FOR LATERAL
BRACING OF WIND COLS
(TYP ALONG LINE H4)
BRIDGING AS
REQUIRED BY
SJI (TYP)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
DRAFT CURTAIN
SEE ARCH FOR
LOCATION (TYP)
B2
SH-526
B1
SH-526
MULLION KICKERS
SEE A1/SH-521
14' - 0"
MULLION KICKER
SEE A1/SH-522
MULLION KICKERS
SEE A1/SH-521
14' - 0"
W14X38
W14X38
W14X38 W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
12K1
12K1 12K1
12K1
W14X38
W14X38
W14X38
W14X38
W14X38
A3
SH-527
T/JOIST EL =
65'-1 1/2"
T/JOIST EL =
62'-5 1/4"
T/JOIST EL =
59'-9"
C2
SH-523
W18X50
W14X30
W18X50 W18X50
W
X2
W
X2
W14X30
1/
2" 1'
-1 0"
CL CHORD
FABRIC DOOR
MULLION BELOW,
TYP
BOTTOM FLANGE
BRACE, SEE C2/SH-526,
TYP ON LINE H4
C2
SH-526
HANGERS, TYP
SEE A1/SH-522
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
12K1
12K1
12K1
12K1
12K1
12K1
C1
SH-527
LO
B1
SH-527
LO
C1
SH-526
A2
SH-526
TYP@
WIND
STRUT
JOISTS
12K1
12K1
12K1
12K1
12K1
12K1
C3
SH-523
SIM@
WIND
STRUT
JOISTS
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
C3
SH-527
HI
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
1' -3
1' -3
3' -6
3/ 4"
.0°.
T/STEEL =
64'-2 1/4"
W16X45
W18X50W18X50
EX
PA
N
SI
O N
JO
IN
T
8" STEP
@ EXPANSION JOINT
A2
SH-527
W12x22
SH-528
C2
30K7
30K7 30K7
30K7
A4
SH-527
(LO)
BE
LO
W 1/
2" C
L M
U
LL
IO
N
A2
SH-526
TYP@
BRIDGE
CRANE
BRACING
C3
SH-523
TYP@
BRIDGE
CRANE
BRACING
** DENOTES JOIST TO BE DESIGNED FOR
±1.78k LOAD APPLIED TO JOIST BOTTOM
CHORD PANEL POINT. LOAD APPLIED AT
AN ANGLE BETWEEN 40° TO 50° LOAD
DOES NOT OCCUR AT SAME TIME AS 30k
AXIAL LOAD.
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-143D
H A N G A R
M O D U L E C Q U A D R A N T
F R A M
IN
G
P L A N
SCALE: 1/8" = 1'-0"SH-143D
1 HANGAR - MODULE C - QUADRANT 4- FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 4' 8' 16' 32'
N
PLAN NOTES:
1) SEE PLAN NOTES SHT SH-143.
2) SEE SH-402 FOR DESIGN CRANE LOADS IMPOSED ON JOIST GIRDER. SEE SHT SH-404 FOR ADDL LOADING DIAGRAMS.
3) * DENOTES JOIST TO BE DESIGNED AS A WIND STRUT. JOIST TOP CHORD TO TRANSFER LOAD ACROSS SUPORTING JOIST
GIRDER. JOIST SHALL BE DESIGNED FOR AN AXIAL LOAD OF 30K.
4) SEE SH-531 FOR HORIZONTAL TRUSS MEMBER FORCE DIAGRAMS.
5) T/JOIST EL SHOWN ON PLAN APPLIES TO MAIN ROOF FRAMING (UON @ TRUSSES). SEE PLAN & A1/SH-401 FOR FRAMING ELEVATIONS @ TRUSSES. ELEVATIONS NOTED ARE BASED ON MODULE REFERENCE ELEVATIONS, SEE NOTE 1, SHEET SH-140.
R e v.
R e vi si o n
D e sc ri p tio n D a te
C O
N S
T R
U C
T
IO
N
IS
S U
E /1
/1
F
O
/2
/1
R E
C O
R D
D R
A W
IN
G
S
/2
/1
R
E C
O R
D D
R A
W
IN
G S
/2
/1
12635245
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED
PROFESSIONAL'S KNOWLEDGE, BASED ON INFORMATION
PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS.
THE LICENSED PROFESSIONAL AND HASKELL ARCHITECTS AND
ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE ACCURACY
OF THE INFORMATION PROVIDED OR FOR ANY ERRORS OR
H4
H4.2
H4.6
H5
H5.3
H5.7
H6
HD6
SH-144C
SH-144D
HD1 HD2 HD3 HD4 HD5 D17HD1.3 HD1.5 HD1.7 HD3.3 HD3.5 HD3.7 HD5.3 HD5.5 HD5.7
H3
HD5.8
94' - 4" 14' - 0" 94' - 4" 14' - 0" 100' - 2 1/2"
22' - 6 1/2" 24' - 7 1/2" 24' - 7 1/2" 22' - 6 1/2" 14' - 0" 19' - 6" 27' - 8" 27' - 8" 19' - 6" 14' - 0" 25' - 2 1/2" 25' - 2" 25' - 2" 13' - 1" 11' - 7"
VERTICAL X-BRACE
BETWEEN TRUSSES
(TYP 2 PLACES @ THIS SHEET)
SEE A3/SH-4011'
-0
0"
6"
6"
6"
0"
0"
6"
0"
1"
2'
-3 1/
2"
VERTICAL
X-BRACE
VERTICAL X-BRACE
(SEE B3/SH-531)
HORIZONTAL TRUSS
@ UNDERSIDE OF
ROOF FRAMING
108" DEEP JOIST GIRDER
120" DEEP JOIST GIRDER
W16 &
120" DEEP JOIST GIRDER
108" DEEP JOIST GIRDER
120" DEEP JOIST GIRDER
W16 &
120" DEEP JOIST GIRDER
108" DEEP JOIST GIRDER
120" DEEP JOIST GIRDER
W16 &
120" DEEP JOIST GIRDER
"D
EE
P
JO
IS
TS
"D
EE
P
JO
IS
TS
"D
EE
P
JO
IS
TS
96" DEEP JOIST GIRDER 96" DEEP JOIST GIRDER 96" DEEP JOIST GIRDER
CL TRUSS - SEE TRUSS
ELEVATION A1/SH-401, TYP
EX
PA
N
SI
O N
JO
IN
T
8" STEP
SH-151
B1
SH-527
C1
SH-526
A1
SH-521
___________ A1
SH-522
C2
SH-527
B2
SH-527
LO
HI
H5.9
@ END BAY
CATWALK
SH-150
2 @ TYPICAL
CATWALK
W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X43 W14X43 W14X43 W14X43
A1
SH-526
SH-150
B1
SH-525
B2
SH-525
A1
SH-524
B2
SH-526
B1
SH-526
VERTICAL X-BRACE
BETWEEN TRUSSES
(TYP 3 PLACES)
SEE A4/SH-401
T/JOIST EL
= 66'-0"
T/JOIST EL
= 65'-1 1/2"
T/JOIST EL
= 62'-5 1/4"
T/JOIST E
= 59'-9"
T/JOIST E
= 59'-0"
O .F
.O F
G
IR
T
FA
C
E O
F
TI
LT
-U
P
PA
N
EL
BE
LO
W
TRUSS COLUMNS
SEE A1/SH-401, TYP
SLOPING COLUMNS,
SEE A1/SH-401, TYP
12" DEEP JOISTS
BETWEEN
TRUSSES (TYP)
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-144
H A N G A R
M O D U L E D
F R A M
IN
G
P L A N
SCALE: 1/16" = 1'-0"SH-144
1 HANGAR - MODULE D - FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 8' 16' 32' 64'
N
PLAN NOTES:
1) SEE TRUSS ELEVATION A1/SH-401 FOR TRUSS DIMENSIONS AND MEMBER SIZES.
2) SEE HANGAR OVERALL FRAMING PLAN SHT SH-140 FOR REFERENCE ELEVATIONS.
REFERENCE ELEV 0'-0" FOR MODULE D = DATUM ELEV 18.83'
3) SEE 2/SH-140 FOR DECK FASTENING SPECIFICATIONS
4) SEE 3/SH-140 FOR NET JOIST UPLIFT PRESSURE DIAGRAM.
5) SEE SHTS SH-144C AND SH-144D FOR ADDITIONAL INFORMATION
W12 BEAMS,
TYP UON
R e v.
R e vi si o n
D e sc ri p tio n D a te
C O
N S
T R
U C
T
IO
N
IS
S U
E /1
/1
R E
C O
R D
D R
A W
IN
G
S
/2
/1
R
E C
O R
D D
R A
W
IN
G S
/2
/1
12635246
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED
PROFESSIONAL'S KNOWLEDGE, BASED ON INFORMATION
PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS.
THE LICENSED PROFESSIONAL AND HASKELL ARCHITECTS AND
ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE ACCURACY
OF THE INFORMATION PROVIDED OR FOR ANY ERRORS OR
H4.6
H5
H5.3
H5.7
H6
HD2 HD3HD1.3 HD1.5 HD1.7 HD3.3 HD3.5 HD3.7
H3
16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0" 1' - 0" 2' - 10" 16 SPACES @ 5'-5"
94'-4" TO LINE HD1 14' - 0" 94'-4" TO LINE HD4
0"
6"
6"
6"
6"
9"
3' -6
1/ 2"
1/
2"
0"
0"
0"
1' -0
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
VARIESVARIES
R O
O F
SU
R
FA
C
E
TR
U
SS
ES
SL
O
PE
D
N
VERTICAL
X-BRACE
SEE A3/SH-401
M
AI
N R
O O
F
SU
R
FA
C E
SL
O
PE
D
N
FACE OF
CMU WALL
CL JG
CL JG
CL JG
CL JG
O.F. OF GIRT
T/JOIST EL =
T/TRUSS EL =66'-0"
T/JOIST EL =
59'-0"
SEE NOTE 5,
TYP
EQ
SP
A
6"
EQ
SP
AC
ES
A1
SH-521
A1
SH-522
K2
K2
K1
K1
K1
14' - 0"
12K112K1
96G
120G
120G
108G108G
120G
120G
96G
HSS 8x6x3/8 WIND COLUMN
DISTRIBUTION BEAM LSV (TYP @
T/WIND COLS ALONG LINE H4)*******
W14X30W14X30W14X30W14X30W14X30W14X30W14X30
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W16X45
W18X50
W
X1
W12x22 W12x22
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W12X22
H5.9
A1
SH-526
C2
SH-527
B2
SH-527
LO
HI
SEE C3/SH-526 FOR
LATERAL BRACING OF WIND
COLS (TYP ALONG LINE H4)
BRIDGING AS
REQUIRED BY
SJI (TYP)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
DRAFT CURTAIN
SEE ARCH FOR
LOCATION (TYP)
B2
SH-526
B1
SH-526
MULLION KICKERS
SEE A1/SH-521
MULLION KICKER
SEE A1/SH-522
MULLION KICKER
SEE A1/SH-522
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
W14X38
12K1
12K1
T/JOIST EL =
65'-1 1/2"
T/JOIST EL =
62'-5 1/4"
T/JOIST EL =
59'-9"
W14X30
W18X50
W
X2
W
X2
1/
2" 1'
-1 0"
CL CHORD
FABRIC DOOR
MULLION BELOW,
TYP
BOTTOM FLANGE
BRACE, SEE C2/SH-526,
TYP ON LINE H4
C2
SH-526
HANGERS, TYP
SEE A1/SH-522
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
,S
EE
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
TR
U
SS
TO
P C
H O
R D
SE
E
A1 /S
H -4
12K1
12K1
12K1
12K1
12K1
12K1
C1
SH-527
LO
C1
SH-526
A2
SH-526
TYP@
WIND
STRUT
JOISTS
C3
SH-523
SIM@
WIND
STRUT
JOISTS
C3
SH-527
HI
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
1' -3
T/STEEL =
64'-2 1/4" T/STEEL =
64'-2 1/4"
W
X1
W16X45
W18X50
W12x22 W12x22
W12X22
W18X50 W18X50
W
X2
W
X2
3' -6
3/ 4"
.0°.
30K7
30K7 30K7
30K7
C2
SH-523
A2
SH-526
TYP@
BRIDGE
CRANE
BRACING
C3
SH-523
TYP@
BRIDGE
CRANE
BRACING
BE
LO
W 1/
2" C
L M
U
LL
IO
N
** DENOTES JOIST TO BE DESIGNED FOR
±1.78k LOAD APPLIED TO JOIST BOTTOM
CHORD PANEL POINT. LOAD APPLIED AT
AN ANGLE BETWEEN 40° TO 50° LOAD
DOES NOT OCCUR AT SAME TIME AS 30k
AXIAL LOAD.
A R
C H
IT
E
C T
S a n d E
N G
IN
E
E R
S
P .A
In c
T h e
H a s k e ll
C o m p a n y l l l R iv e rs id e
A v e n u e
J a c k s o n v ill e F lo ri d a
N O
R T
H C
A R
O
LI
N A
A rc hi te ct ur e# te l.
-4
F a x
-4 w w w .h a s k e ll.
c o m
E ng in ee rin g#
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
N40085-11-C-4019
M C A S N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2
A V
IA
T
IO
N
C O
M P
L E
X M
C A
S N
E W
R
IV
E R
P -6
P
-6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
SH-144C
H A N G A R
M O D U L E D Q U A D R A N T
F R A M
IN
G
P L A N
SCALE: 1/8" = 1'-0"SH-144C
1 HANGAR - MODULE D - QUADRANT 3- FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 4' 8' 16' 32'
N
PLAN NOTES:
1) SEE PLAN NOTES SHT SH-144.
2) SEE SH-402 FOR DESIGN CRANE LOADS IMPOSED ON JOIST GIRDER. SEE SHT SH-404 FOR ADDL LOADING DIAGRAMS.
3) * DENOTES JOIST TO BE DESIGNED AS A WIND STRUT. JOIST TOP CHORD TO TRANSFER LOAD ACROSS SUPORTING JOIST GIRDER.
JOIST SHALL BE DESIGNED FOR AN AXIAL LOAD OF 30 K.
4) SEE SH-531 FOR HORIZONTAL TRUSS MEMBER FORCE DIAGRAMS.
5) T/JOIST EL SHOWN ON PLAN APPLIES TO MAIN ROOF FRAMING (UON @ TRUSSES). SEE PLAN & A1/SH-401 FOR FRAMING ELEVATIONS @ TRUSSES. ELEVATIONS NOTED ARE BASED ON MODULE REFERENCE ELEVATIONS, SEE NOTE 1, SHEET SH-140.
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12635247
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED
PROFESSIONAL'S KNOWLEDGE, BASED ON INFORMATION
PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS.
THE LICENSED PROFESSIONAL AND HASKELL ARCHITECTS AND
ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE ACCURACY
OF THE INFORMATION PROVIDED OR FOR ANY ERRORS OR
H4.6
H5
H5.3
H5.7
H6
HD6HD4 HD5 D17HD3.7 HD5.3 HD5.5 HD5.7
H3
HD5.8
94'-4" TO LINE HD3 14' - 0" 100' - 2 1/2"
2' - 2"
3'
1/
2" 1'
0"
/2
FACE OF
CMU WALL
CL JG
CL JG
CL JG
CL JG
O.F. OF GIRT
T/JOIST EL =
T/TRUSS EL =66'-0"
T/JOIST EL =
59'-0" UON
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
(SEE NOTE 2)
CL TRUSS
(SEE NOTE 1)
CL TRUSS
(SEE NOTE 1)
VARIESVARIES
R O
O F
S U
R
FA
C E
TR
U S
S E
S S
LO
P
E D
N
VERTICAL
X-BRACE
SEE A3/SH-401
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
VERTICAL X-BRACE
SEE B1/SH-531
VERTICAL X-BRACE
SEE B1/SH-531
HORIZONTAL TRUSS @
UNDERSIDE OF ROOF
FRAMING SEE A1/SH-531 FOR
MEMBER FORCE DIAGRAM
M A
IN
R
O O
F S
U R
FA
C
E S
LO
P
E D
N
M A
IN
R
O O
F S
U R
FA
C
E S
LO
P
E D
N
E
Q S
P A
3'
6"
E
Q S
P A
C E
S
K
K
K
K
14' - 0"
12K112K1
96G
120G
108G
120G
96G
120G
108G
120G
W14X30
HSS 8x6x3/8 WIND COLUMN
DISTRIBUTION BEAM LSV(TYP @
T/WIND COLS ALONG LINE H4) * *****
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W
X
W16X45
W18X50
W12X22 W12x22 W12X22
SEE A3/SH-531 FOR
HORIZONTAL TRUSS
DIAGONALS, TYP
W
X
W
X53
(LO
(LO)
(L O
W 14X38
W14X30
W
X
(L O
(LO)
(LO)
W
X38
(LO
W14X30(LO)
W 14X38
W
X38
W14X30(LO)
(LO)
(LO
W
X
(L O
W 14X38
W14X30
W
X38
(LO
(LO)
(LO)
(LO)
W
X
(L O
W14X30(LO)
W
X
(L O
W 14X38
W14X30
W
X38
(LO)
(LO)
(LO
W
X
(L O
(LO)
W
14X53(LO
W
X
W
X
(L O
(L
O
H5.9
W14X43 W14X43 W14X43 W14X43
B2
SH-527
C2
SH-527
LO
HI
A1
SH-526
W
X
W
X
W
X
W
X
W
X
W
X
(H I)
(H I)
(H I)
(H I)
(H I)
(H I)
SEE C3/SH-526 FOR LATERAL
BRACING OF WIND COLS (TYP
ALONG LINE H4)
BRIDGING AS
REQUIRED BY
SJI (TYP
W
X
W
X
B1
SH-525
B2
SH-525
A1
SH-524
C12X20.7
C12X20.7(LO)
C12X20.7
C12X20.7 (LO)
C12X20.7
C12X20.7(LO)
W14X30(LO)
1 1/2" 20 GA PAINTED
ROOF DECK (TYP)
B2
SH-526
B1
SH-526
A1
SH-521
____________________________________________ A1
SH-522
DRAFT CURTAIN
SEE ARCH FOR
LOCATION (TYP)
MULLION KICKERS
SEE A1/SH-521
MULLION KICKER
SEE A1/SH-522
C1
SH-526
16 SPACES @ 5'-5" 2' - 10" 1' - 0" 14' - 0" 1' - 0" 99' - 2 1/2"
10' - 7"
1' - 8"
W14X38
W14X38
W14X38
1' - 0"
A1
SH-525
____________________________________________ OPP
HAND
12K1
12K1
W14X38
W14X38
W14X38
W14X38
W14X38
K
T/JOIST EL =
65'-1 1/2"
T/JOIST EL =
62'-5 1/4"
T/JOIST EL =
59'-9"
C2
SH-523
____________________________________________ VERTICAL X-BRACE
(SEE B3/SH-531)
2' - 10" 4 SPACES @ 6'-0" 6' - 2" 6' - 2" 6' - 2 3/4" 6' - 2 3/4" 6 SPACES @ 6'-0" 2 SPACES @ 5'-9 1/2"
97 K97 K97 K97 K
STRUT
FORCE, TYP
W14X30
W18X50 W18X50 W18X50
W
X
W
X
W18X50
WT6X25
W
X
W
X
FABRIC DOOR
MULLION BELOW,
TYP
BOTTOM FLANGE
BRACE, SEE C2/SH-526
TYP ON LINE H4
C2
SH-526
HANGERS, TYP
SEE A1/SH-522 A1
SH-520
____________________________________________OPP
HAND
SH-524
C1OPP
HAND
12K1
12K1
12K1
12K1
12K1
12K1
C1
SH-527
LO
TR
U
S S
T O
P C
H O
R D
, S E
E A
1/ S
H -4
TR
U
S S
T O
P C
H O
R D
, S E
E A
1/ S
H -4
W
X
(L O
A2
SH-526
TYP@
WIND
STRUT
JOISTS
W
X
K
K
K
K
TY
P
3'
0"
BEAM SPLICE, TYP-
SEE A2/SH-525
TR
U
S S
T O
P C
H O
R D
S
E E
A 1/
S H
-4
TR
U
S S
T O
P C
H O
R D
S
E E
A 1/
S H
-4
C3
SH-523
SIM@
WIND
STRUT
JOISTS
C12X20.7
C12X20.7
C3
SH-527
HI
T/BEAM EL = 82'-0"
BETWEEN TRUSSES
(T/JOIST EL = 82'-2 1/2")
W10x22
T/JOIST EL =
63'-9 1/2"
1'
3"
W12X22
3'
3/
4" .0°.
T/STEEL =
64'-2 1/4"
W18X50
96G W14X30(HI)
30K7
30K7 30K8
30K8
A2
SH-526
TYP@
BRIDGE
CRANE
BRACING
C3
SH-523
TYP @
BRIDGE
CRANE
BRACING
B E
LO
W
/2
C
L M
U
LL
IO
N
** DENOTES JOIST TO BE DESIGNED FOR
±1.78k LOAD APPLIED TO JOIST BOTTOM
CHORD PANEL POINT. LOAD APPLIED AT
AN ANGLE BETWEEN 40° TO 50° LOAD
DOES NOT OCCUR AT SAME TIME AS 30k
AXIAL LOAD.
A R C H
IT
E C T S a n d E N G
IN
E E R S P .A In c
T h e H a s k e ll C o m p a n y l l l R iv e rs id e A v e n u e
J a c k s o n v il le F lo ri d a
N O
R T
H C
A R
O L
IN
A
A rc h ite ct u re te l.
-4
F a x -4 w w w .h a s k e ll .c o m
E n g in e e ri n g
C -2
21 3 4
21 3 4
A
B
C
A
B
C
APPROVED
DES CHK
BRANCH MANAGER:
SCALE:
PROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 10 MARCH 2009
SEAL
D E P A R T M E N T
O F
T H E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
N40085-11-C-4019N40085-11-C-4019N40085-11-C-4019N40085-11-C-4019
M C A S
N E W
R
IV
E R N O R T H
C A R O L
IN
A
M C A S
N E W
R
IV
E R
N A V F A C
M
ID
L A N T
FIRE PROTECTION:
CHIEF ENG/ARCH:
FOR COMMANDER NAVFAC
M V
-2 A
V
IA
T
IO
N C
O M
P L E
X M
C A
S N
E W
R
IV
E R
P -6
P -6
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A/E INFO
ACTIVITY
SATISFACTORY TO DATE DD/MM/YY
DRW
<<PM/DM>>:
6601220660122066012206601220
JAH JJB WDM
DOSS COMER 9/25/12
AS INDICATED
1323132313231323
SH-144DSH-144DSH-144DSH-144D
H A N G A R
M O D U L E
D Q U A D R A N T
F R A M
IN
G
P L A N
H A N G A R
M O D U L E
D Q U A D R A N T
F R A M
IN
G
P L A N
H A N G A R
M O D U L E
D Q U A D R A N T
F R A M
IN
G
P L A N
H A N G A R
M O D U L E
D Q U A D R A N T
F R A M
IN
G
P L A N
SCALE: 1/8" = 1'-0"SH-144D
1 HANGAR - MODULE D - QUADRANT 4- FRAMING PLAN
KEY PLAN
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
A B C D
GRAPHIC SCALE
0' 4' 8' 16' 32'
N
PLAN NOTES:
1) SEE PLAN NOTES SHT SH-141.
2) SEE SH-402 FOR DESIGN CRANE LOADS IMPOSED ON JOIST GIRDER @
INTERIOR BAYS, SH-403 @ END BAYS. SEE SHT SH-404 FOR ADDL LOADING
DIAGRAMS.
3) * DENOTES JOIST TO BE DESIGNED AS A WIND STRUT. JOIST TOP CHORD TO
TRANSFER LOAD ACROSS SUPORTING JOIST GIRDER. JOIST SHALL BE DESIGNED
FOR AN AXIAL LOAD OF 30 K.
4) SEE SH-531 FOR HORIZONTAL TRUSS MEMBER FORCE DIAGRAMS.
5) T/JOIST EL SHOWN ON PLAN APPLIES TO MAIN ROOF FRAMING (UON @
TRUSSES). SEE PLAN A1/SH-401 FOR FRAMING ELEVATIONS @ TRUSSES.
ELEVATIONS NOTES ARE BASED ON MODULE REFERENCE ELEVATIONS, SEE
NOTE 1 SHEET SH-140.
412412412412
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/2 /1
12635248
THIS RECORD DOCUMENT, TO THE BEST OF THIS LICENSED
PROFESSIONAL'S KNOWLEDGE, BASED ON INFORMATION
PROVIDED BY OTHERS, REPRESENTS THE CONDITIONS OF THE
PROJECT, ACKNOWLEDGING STANDARD INDUSTRY DEVIATIONS.
THE LICENSED PROFESSIONAL AND HASKELL ARCHITECTS AND
ENGINEERS, P.A. ASSUME NO RESPONSIBILITY FOR THE ACCURACY
OF THE INFORMATION PROVIDED OR FOR ANY ERRORS OR
HA3
HA5
HB1
HB3
HC1
HC3
HC5
HD1
HD3
HA3.5
HA5.5
HB1.5
HB3.5
HC1.5
HC3.5
HC5.5
HD1.5
HD3.5
HA4
HA6
HB2
HB4
HC6
HC2
HC4
HC6
HD2
HD4
H1
H2
H4
HA1
H6
HD6HA2 HA3A1 HA4 HA5 HA6 HB1 HB2 HB3 HB4 HB5 HB6 HC1 HC2 HC3 HC4 HC5 HC6 HD1 HD2 HD3 HD4 HD5 D17
H3
0"
1"
MODULE C
325' - 0"
100' - 2 1/2" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 94' - 4" 14' - 0" 100' - 2 1/2"
SH-151
1 ___________
SH-151
2___________
SH-150
2 TYP CATWALK
BAY UON
H5.7
H6
CL TRUSS
CL TRUSS
A1
SH-522
C8X11.5 C8X11.5 C8X11.5
C8X11.5
C8X11.5 C8X11.5
W10x12 CROSS
BEAM, TYP UON
C8X11.5C8X11.5
C8X11.5
W10 CATWALK SUPPORT BEAM,
TYP. ALIGNED WITH AND HUNG
FROM FRAMING ABOVE.
C8X11.5
C8X11.5
CL MULLION
W10x12 DOOR HEADER
SUPPORT BEAM, TYP
UON
FABRIC DOOR
MULLION TYP
L4x4x1/4 TYP
@ 4'-0" MAX
9' - 3" 10' - 10" 10' - 10" 10' - 10" 3' - 10 1/2" 3' - 1" 3' - 10 1/2" 10' - 10" 10' - 10" 10' - 10" 9' - 3"
2' - 3"
1' - 6"
2' - 3"3' - 0" 2' - 3"2' - 3 1/2"
1' - 6 1/2"
C8X11.5
H5.9
A1
SH-521
CL MULLION
54' - 2" 54' - 2"
CL MULLIONJOIST GIRDER BOTTOM CHORD
ATTACH W10x33 TO BOTTOM
CHORD, SEE A1/SH-522
C8X11.5C8X11.5 C8X11.5 C8X11.5
19-W-4 3/4"x3/16"
GRATING, TYP
MOMENT
CONN, TYP
W10X45
W10X45
W10X45
W10X45
1…
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