N4008519R9186_C_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf
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- Solicitation number
- N4008519R9186
About this file
This special notice from the Naval Facilities Engineering Command Mid-Atlantic announces an industry day on June 19-20, 2019 to provide information to contractors about an upcoming Military Construction Project at Naval Support Activity Crane in Crane, Indiana. The project involves construction of an Underwater Launch Test Facility including a 130 foot deep pool, operational support building, warehouse building, water treatment facility, and mechanical and electrical building. Supporting facilities include site work, utilities, and environmental mitigation. The estimated value is between $25-100 million. The industry day will include a presentation and optional site visit to inform contractors about project scope, which involves excavating the 130 foot pool and possible dewatering, slurry wall construction, reinforced concrete structures, industrial utility systems, and a water treatment facility. Preliminary design documents will be available to review starting June 5, 2019.
N4008519R9186_C_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf
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Text version
Site 1 Stream 5
Roadside Ditch
N
W
E E
OVERHEAD
LINE
W W
W
W
W W W W W
W
W W W W W W W
W
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
W W W
W
W
D D D
E E E E E E E E E E E E E E E E
D D D
C C C C C C
W W
E E
E E
E E
E E
E
W W
W W
D D
D D
C C
C C
CB
S D
S D
S D
S D
SD SD CB
W
W
W
W
W
W
E
E
C
D
D
E E
E E
D D
C C
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
CB
W W
W
OHW OHW
OHW
OHW
S
W
MV DUCTBANK
(TYP.)
ELECTRIC
MANHOLE (TYP.)
PAD MOUNTED
SWITCH
UNDERGROUND
RISER
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
CTF-ES102
CTF-ES103
CTF-ES104
CTF-ES105
C T
F
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L E
C T
R I C
O M
M U
N I C
A T
I O
N
U
T I L
I T
Y
P
L A
N
CTF-ES104
1"=30'
KM DP
F I L E
N
A M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
E
S d w g
Y O
U T
M
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C
T F
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O
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T u e s d a y
A p r i l p m
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R p a t e l d
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A
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P A
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V
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
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E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
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N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
R
O
U L D
V
I E
W
SHEET KEYNOTES
1.
A1
CTF - ELECTRIC & COMMUNICATION UTILITY PLAN
SCALE: 1"=30'
30' 60'0
N
SEE SHEET CTF-ES105
SHEET KEY
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy Typewritten Text
CONCEPT DEVELOPMENT
Site 1 Stream 6A
Site 1 Stream 6
N
E E E E E E E E E E E E E E
SD SD SD SD SD
W
W
W
W W W W W
LIFT STATION POWER
AND CONTROL PANELS
W
C C C C C
C
C
C
D D D D D
S
D
C
B
CB
C
D
E
E
E
E
E
E
E
E
C C
W W
C
E E
E
E
E E E
E E E
SANSANSANSANSANSANSANSAN
S A
N S
A N
SAN SAN SAN SAN SAN SAN SAN SAN SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
E
E
T
W W
D
S
S
PAD MOUNTED
TRANSFORMER
(1,000 KVA)
CTF-ES102
CTF-ES103
CTF-ES104
CTF-ES105
C T
F
E
L E
C T
R
M
M U
N I C
A T
I O
N
U
T I L
I T
Y
P
L A
N
CTF-ES105
1"=30'
KM DP
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
E
S d
Y O
M
E
C
T F
E
S
O
T T
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T u e s d a y
A p r i l
E
R p a t e l d
S E
E
S
H E
F
E
S
N O
T
FO
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S
TR
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TI
O
N
P R
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IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1.
A1
CTF - DRAINAGE & UTILITY PLAN
SCALE: 1"=30'
30' 60'0
N
SEE SHEET CTF-ES104
SHEET KEY
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
W
Y
H
GREENWOOD LAKE
CTF-ES107
CTF-ES108
CTF-ES109
CTF-ES110
CTF-ES111
H
CTF SITE
N
C T
F
O
V E
R A
L L
E
L E
C T
R
X T
E N
S I O
N
P
L A
N
CTF-ES106
1"=300'
KM DP
F I L
E
N
A M
E
C p w w o r k i n g g b n a d a x e s h p d
C
T F
E
S d
Y
O U
T
N
A M
E
C
T F
E
S
O
T T
E D
T u e s d a y
A p r i l p m
U
S E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
A1
CTF - OVERALL ELECTRIC EXTENSION PLAN
SCALE: 1"=300'
N
SHEET KEYNOTES
1.
600'0 300'
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
W
H
UC1A
UC1
Roadside Ditch
N
S
A
N
S
A
N
W
OVERHEAD LINE
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
CTF-ES107
CTF SITE
CTF-ES108
CTF-ES109
CTF-ES110
CTF-ES111
N
C T
F
E
L E
C T
R
T
E N
S I O
N
P
L A
N
CTF-ES107
1"=30'
KM DP
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
E
S d
Y O
M
E
C
T F
E
S
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1.
SHEET KEY
A1
CTF - ELECTRIC EXTENSION PLAN
SCALE: 1"=30'
30' 60'0
N
SEE SHEET CTF-ES108
S E
E
S
H E
F
E
S
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
W
W
W
W
W
W
W
W
W W
W
H
N
OVERHEAD
LINE
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O H
W
O H
W
O H
W
O H
W
O H
W
O H
W
O H
W
O H
W
CTF-ES107
CTF SITE
CTF-ES108
CTF-ES109
CTF-ES110
CTF-ES111
N
C T
F
E
L E
C T
R
T
E N
S I O
N
P
L A
N
CTF-ES108
1"=30'
KM DP
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
E
S d
Y O
M
E
C
T F
E
S
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1.
SHEET KEY
A1
CTF - ELECTRIC EXTENSION PLAN
SCALE: 1"=30'
30' 60'0
N
S E
E
S
H E
F
E
S
S E
E
S
H E
F
E
S
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
W
W
W
W
W
W
W
W
W
W
W
HW
Y 486
N
OVERHEAD
LINE
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
CTF-ES107
CTF SITE
CTF-ES108
CTF-ES109
CTF-ES110
CTF-ES111
N
C T
F
E
L E
C T
R
T
E N
S I O
N
P
L A
N
CTF-ES109
1"=30'
KM DP
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
E
S d
Y O
M
E
C
T F
E
S
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1.
SHEET KEY
A1
CTF - ELECTRIC EXTENSION PLAN
SCALE: 1"=30'
30' 60'0
N
S E
E
S
H E
F
E
S
S E
E
S
H E
F
E
S
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
W
W
W
W
W
W
W
W
W
W
H
N
OVERHEAD
LINE
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
CTF-ES107
CTF SITE
CTF-ES108
CTF-ES109
CTF-ES110
CTF-ES111
N
C T
F
E
L E
C T
R
T
E N
S I O
N
P
L A
N
CTF-ES110
1"=30'
KM DP
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
E
S d
Y O
M
E
C
T F
E
S
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1.
SHEET KEY
A1
CTF - ELECTRIC EXTENSION PLAN
SCALE: 1"=30'
30' 60'0
N
S E
E
S
H E
F
E
S
S E
E
S
H E
F
E
S
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
W
W
W
W
W
W
T
W
W
T
W
W
T
W
W
T
W W
T
W
W
T
W
W
T
W
W
T
W
W
T
HWY 486
H
N
OVERHEAD
LINE
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
OHW
OHW
OHW
OHW
OHW OHW OHW OHW
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
CTF-ES107
CTF SITE
CTF-ES108
CTF-ES109
CTF-ES110
CTF-ES111
N
C T
F
E
L E
C T
R
T
E N
S I O
N
P
L A
N
CTF-ES111
1"=30'
KM DP
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
E
S d
Y O
M
E
C
T F
E
S
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1.
SHEET KEY
A1
CTF - ELECTRIC EXTENSION PLAN
SCALE: 1"=30'
30' 60'0
N
S E
E
S
H E
F
E
S
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
L
E
N
A M
E
C p w w o r k i n g g b n a d a x e s h p d
C
T F
E
S d
Y
O U
T
N
A M
E
C
T F
E
S
O
T T
E D
T u e s d a y
A p r i l p m
U
S E
R p a t e l d
C T
F
S
I N
G L
E
L
I N
E
D
I A
G R
A M
CTF-ES601
AS NOTED
AD CS RW
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
PAD MOUNTED SWITCH
150E
3000AF
3000AT
PRIMARY SWITCH
N
G
4/0 CU
GROUND
LOOP
4/0 CU
AIR BREAK
SWITCH 600A
AIR BREAK
SWITCH 600A
3-4/0 ACSR, 12.47KV
APPROX. 3,800'
PROPOSED 3-4/0 ACSR, 12.47KV (PROPOSED SUBSTATION CIRCUIT)
POLE MOUNTED SURGE PROTECTOR, (3)-LIGHTNING
ARRESTORS FOR 20 KV PHASE TO GROUND SYSTEM.
6 AWG CU
PAD-MOUNTED
TRANSFORMER
"T1"
1,000KVA
12.47KV-480/277V,
3Ø, 4W
PAD-MOUNTED
TRANSFORMER
"T2"
225KVA
12.47KV-480/277V,
3Ø, 4W
2500AF
2500AT
N
G
M&E BUILDING (MEB)
SWITCHGEAR "B" (NIC)
SPD
6 AWG CU
2500AF
2500AT
N
G
SWITCHGEAR "A" (NIC)
SPD
6 AWG CU
3000AF
3000AT
PANEL "ME"
G
G
4/0 CU
GROUND
LOOP
(2) 4"C -(4)#350 KCMIL,
#1 GROUND
2 1/2"C - (4)#4/0, #2 GROUND
BUS DUCT
BUS DUCT
TRANSFORMER
2.5MVA
12.47KV-480/277V,
3Ø, 4W
3000AF
3000AT
PRIMARY SWITCH
N
G
4/0 CU
GROUND
LOOP
4/0 CU
MV CABLE (TYP)
600AF
200AT
OVERHEAD PRIMARY METERING ASSEMBLY
30E
PT CT M
TO MAIN SWBD. "OMS"
CONTINUED ON
OSB-E-601
TO MAIN SWBD. "WMS"
CONTINUED ON
WTB-E-601
150E
UNIT SUBSTATION
"SUSB"
UNIT SUBSTATION
"SUSA"
TRANSFORMER
2.5MVA
12.47KV-480/277V,
3Ø, 4W
(4) 4"C - (4)#500 KCMIL,
#2/0 GROUND
WATER TREATMENT BLDG. (WTB)
OPERATIONS SUPPORT BLDG. (OSB)
A1
ELECTRICAL SINGLE LINE DIAGRAM
SCALE: NTS
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
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AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
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APPR
stmurphy stmurphy
BBFPP1
BASEMENT - TER 005
BUILDING 2
EXISTING CMH EXISTING CHH
ID NO. 1
EXISTING POLE 2B-8-3
POLE 21
REFERENCE WOOD POLE LINE INSPECTION REPORT FOR
ROUTING BETWEEN ID NO. 2 EXISTING POLE AND POLE 21.
POLES ID NO. 1 THROUGH ID NO. 191 ARE EXISTING WHILE
POLES 1 THROUGH 21 ARE TO BE PROVIDED.
BBFPP1
FIRST FLOOR - COMM ROOM 113
ULTF SITE AND OPERATIONS
SUPPORT BUILDING
CMH-2 CHH-1
POLE 22
3 3
3 3
2 2 2 2
2 2 2 2
RACK 102
ID NO. 2
EXISTING POLE 2B-8-2
F I L
E
N
A M
E
C p w w o r k i n g g b n a d a x e s h p d
C
T F
E
S d
Y
O U
T
N
A M
E
C
T F
E
S
O
T T
E D
T u e s d a y
A p r i l p m
U
S E
R p a t e l d
E X
T E
N S
I O
N
S
I N
G L
E
L
I N
E
D
I A
G R
A M
CTF-ES610
AS NOTED
JH JH JH
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1 PROVIDE 4U FIBER CABINET WITH 8-LC DUPLEX (12-FIBER)
ADAPTER PANELS.
2 PROVIDE 96 STRAND ALL DIELECTRIC SELF-SUPPORTING FIBER
OPTIC CABLE FROM BUILDING 2/B005/RK 102/PP1 TO ULTF SITE
AND OPERATIONS SUPPORT BUILDING/COMM ROOM 113/DCXX/PP1.
3 COIL UP 50 FEET OF SLACK INSIDE CMH/CHH.
4 PROVIDE (1) 4-INCH SCHEDULE 40 PVC CONDUIT FROM EXISTING
CHH TO EXISTING POLE 2B-8-3.
A1
TELECOM SITE ONE-LINE DIAGRAM
SCALE: NTS
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
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AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
144-STRAND
SINGLE-MODE FIBER
Building 2
FIBER
DISTRIBUTION
CABINET
10 Gbps
(Copper)
REDUNDANT CISCO
DISTRIBUTION SWITCH
PART OF OSB
REDUNDANT
FIBER-OPTIC
NETWORK
(SINGLE-MODE)
HARDENED
ACCESS SWITCH
SECURITY CAMERAS
INNER PERIMETER CAMERA (NW)
HARDENED
ACCESS SWITCH
SECURITY CAMERAS
INNER PERIMETER CAMERA (NE)
HARDENED
ACCESS SWITCH
SECURITY CAMERAS
OUTER PERIMETER CAMERA (SW)
HARDENED
ACCESS SWITCH
SECURITY CAMERAS
OUTER PERIMETER CAMERA (NE)
WHS
Ethernet Network 1.0 GB
SECURITY CAMERAS (Qty: 2)
ACCESS SWITCH
MEB
Ethernet Network 1.0 GB
SECURITY CAMERAS (Qty: 2)
ACCESS SWITCH
SSB
Ethernet Network 1.0 GB
ACCESS SWITCH
WTB
Ethernet Network 1.0 GB
SECURITY CAMERAS (Qty: 2)
ACCESS SWITCH
OSB
Ethernet Network 1.0 GB
ACCESS SWITCH
CDAS Network
(Isolated)
LCC
LCC
Equipment
Room
SECURITY CAMERAS (Qty: 1)
ROUTER
FIREWALL
LAN A
LAN B
TRUNK
10 Gbps
(Copper)
REDUNDANT CISCO
DISTRIBUTION SWITCH
LAN A
LAN A
LAN A
LAN A
LAN A
LAN A
LAN A
LAN A
LAN A
LAN A
LAN B
LAN B
LAN B
LAN B
LAN B
LAN B
LAN B
LAN B
LAN B
LAN B
MAIN CORRIDOR
INSTRUMENTATION ROOM MAINTENANCE AREA ALCOVES & MAIN DOOR
CORRIDORS BREAK ROOM CONFERENCE ROOM OFFICE
MAIN CORRIDOR
OFFICEMAIN FILTERS ROOM
HARDENED
ACCESS SWITCH
MAIN GATE VoIP PHONE
VoIP PHONE
PUMP
CONTROLLER
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
U T
T
W O
K
D
A
G R
A M
CTF-T-601
NTS
BC MD BG
A1
UTLF NETWORK DIAGRAM
SCALE: NTS
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
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AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
GENERAL NOTES:
1. ELEVATIONS INDICATED ON THE STRUCTURAL DRAWINGS ARE BASED ON AN ASSUMED TOP OF GROUND FLOOR
ELEVATION OF 0' - 0''. SEE CIVIL FOR ACTUAL ELEVATION BASED ON MEAN SEA LEVEL.
2. DETAILS, SECTIONS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY
TO SIMILAR SITUATIONS, UON.
3. NO CHANGE IN SIZE, DIMENSION OR POSITION OF STRUCTURAL ELEMENTS SHALL BE MADE WITHOUT THE
APPROVAL OF THE CONTRACTING OFFICER.
4. REVIEW AND VERIFY ALL EXISTING CONDITIONS AND ACTUAL EQUIPMENT DIMENSIONS USING APPROVED MANUFACTURER/VENDOR DRAWINGS PRIOR TO SUBMITTING SHOP DRAWINGS AND/OR STARTING CONSTRUCTION.
REPORT DISCREPANCIES TO THE CONTRACTING OFFICER.
5. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF OPENINGS, INSERTS, DEPRESSIONS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. SUBMIT COORDINATED SHOP DRAWINGS SHOWING THE LOCATIONS OF ALL SUCH ITEMS. ANY ADDITIONAL OPENINGS NOT SHOWN ON SHOP
DRAWINGS WILL REQUIRE WRITTEN APPROVAL OF THE CONTRACTING OFFICER.
6. DO NOT REPRODUCE ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP
DRAWINGS. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.
7. TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEW UTILITIES, STRUCTURAL MEMBERS, FINISHES, ETC. ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE DURING CONSTRUCTION. RESTORATION OF DAMAGED AREAS SHALL BE TO THE SATISFACTION OF THE CONTRACTING OFFICER, AT NO COST TO THE GOVERNMENT.
8. DO NOT SCALE THE DRAWINGS FOR PURPOSES OF OBTAINING DIMENSIONS. VERIFY ALL DIMENSIONS AND ELEVATIONS W/ARCHITECTURAL DRAWINGS AND NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION.
9. STORAGE, HANDLING, PREPARATION AND INSTALLATION OF ALL MATERIALS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S/VENDOR'S PRINTED RECOMMENDATIONS UON ON THE DRAWINGS OR SPECIFICATIONS.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TEMPORARY BRACING AND SHORING AGAINST WIND, ERECTION AND CONSTRUCTION LOADS UNTIL ALL ELEMENTS, MEMBERS AND CONNECTIONS AS SHOWN ON THE DRAWINGS ARE
COMPLETELY INSTALLED.
NOTES
(1) VALUES SHOWN ARE MAX SLUMP OF THE CONCRETE AT POINT OF PLACEMENT WITHOUT WATER REDUCING
ADMIXTURES OVER MAXIMUM SLUMP IF ADMIXTURES ARE USED.
(2) EXTERIOR CONCRETE APPLIES TO APRONS, EQUIPMENT PADS, ETC. OUTSIDE THE BUILDING ENVELOPE THAT
ARE EXPOSED TO WEATHER.
(3) MAXIMUM SLUMP AT POINT OF PLACEMENT BASED ON USING TYPE A WATER REDUCING ADMIXTURE.
(4) PROVIDE THE LARGEST NOMINAL TOP SIZE AGGREGATE PRACTICAL FOR THE TYPE OF PLACEMENT WITH
RESPECT TO REINFORCING BARS, PUMPABILITY, AND PLACEABILITY.
(5) WATER/CEMENTITIOUS RATIO SHALL BE DETERMINED BY CONCRETE SUPPLIER TO MEET THE SPECIFIED
CONCRETE STRENGTH REQUIREMENT.
NOTES
(1) TOP BARS ARE DEFINED BY ACI 318 AS THOSE WITH MORE THAN 12" OF FRESH
CONCRETE CAST BELOW THEM.
(2) THE LENGTHS IN THE TABLE APPLY ONLY TO UNCOATED REINFORCING STEEL WITH
NORMALWEIGHT CONCRETE, CLEAR SPACING OF DEVELOPED BARS NOT LESS THAN
2 BAR DIAMETERS, AND CLEAR COVER NOT LESS THAN ONE BAR DIAMETER.
(3) FOR EPOXY-COATED REINFORCEMENT, MULTIPLY LENGTHS BY 1.2.
#3
#4
#5
#6
#7
TENSION DEVELOPMENT AND SPLICE LENGTHS (INCHES) FOR f'c = 4000 PSI AND fy = 60 KSI
CONCRETE MATERIAL SCHEDULE
ELEMENT MAX
W/C RATIO
AGGREGATE
CLASS
(ASTM C33)
MAX CHLORIDE
CONTENT
f 'c (psi)
AGGREGATE
MAX SIZE
(in)
SLUMP(1)
±1 (in)
ENTRAINED
AIR CONTENT
EXTERIOR CONCRETE(2)
BAR
SIZE
4000 0.45 NOTE (4) 4S 6% 4/8 0.30
CONCRETE:
1. PROVIDE NORMALWEIGHT CAST-IN-PLACE CONCRETE PER THE CONCRETE MATERIAL SCHEDULE.
2. REINFORCEMENT SHALL MEET THE FOLLOWING REQUIREMENTS:
a. WELDED WIRE REINFORCEMENT ASTM A1064, SUPPLIED IN FLAT SHEETS.
b. DEFORMED REINFORCING BARS ASTM A615, GRADE 60 UON.
c. ALL REINFORCEMENT PLACED IN EXTERIOR CONCRETE SHALL BE EPOXY COATED.
d. ALL REINFORCEMENT SHALL BE PLACED ACCORDING TO CRSI'S MANUAL OF STANDARD PRACTICE.
3. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS, UON:
a. CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH: 3"
b. CONCRETE EXPOSED TO EARTH OR WEATHER: 3"
c. CONCRETE NOT EXPOSED TO EARTH OR WEATHER
• SLABS & WALLS
a. NO. 14 AND NO. 18 BARS: 1 1/2"
b. NO. 11 BARS AND SMALLER: 3/4"
• BEAMS & COLUMNS
a. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2"
• SLABS-ON-GRADE SHALL ALSO MEET REQUIREMENT THAT REBAR BE AT LEAST t/3 FROM TOP OF SLAB, WHERE t IS SLAB THICKNESS.
4. SPLICE REINFORCING BARS PER ACI 318 WITH CLASS B TENSION LAP SPLICES AS INDICATED IN THE
REINFORCING BAR DEVELOPMENT LENGTH TABLE NOTES.
5. WWR SHALL BE LAP SPLICED PER ACI 318 AND TIED SECURELY.
6. DOWELS SHALL MATCH MAIN REINFORCEMENT SIZE AND SPACING AND BE LAP SPLICED WITH MAIN
REINFORCEMENT.
7. PROVIDE CORNER BARS TO SPLICE HORIZONTAL REINFORCEMENT AT ALL WALL CORNERS UON.
WHERE WALLS OR STRIP FOOTING INTERSECTS COLUMN FOUNDATION, EXTEND WALL OR STRIP
FOOTING REINFORCEMENT CONTINUOUSLY THROUGH COLUMN FOUNDATION.
8. DO NOT WELD REINFORCING UNLESS INDICATED OR APPROVED IN WRITING BY THE CONTRACTING
OFFICER.
9. ROUGHEN CONSTRUCTION JOINTS TO A MAGNITUDE OF 1/4-INCH. PRIOR TO PLACING ADDITIONAL CONCRETE, CLEAN JOINTS WITH A STIFF WIRE BRUSH AND APPLY A BONDING AGENT OR CEMENT SLURRY.
10. CONSTRUCTION AND/OR CONTROL JOINTS SHALL BE AS INDICATED ON THE DRAWINGS. JOINTS SHALL BE
PLACED SUCH THAT PANELS NEVER EXCEED LENGTH-TO-WIDTH RATIOS OF 1.5 TO 1.
11. CONSTRUCTION OR CONTRACTION JOINTS IN CONCRETE FOUNDATION WALLS SHALL BE SPACED NO
FARTHER THAN 20'-0" APART UON ON DRAWINGS.
12. PROVIDE 1" x 1" CHAMFER FOR ALL EXPOSED EDGES, UON.
13. CONDUITS IN CONCRETE SLABS SHALL BE SPACED SUCH THAT THE CENTER-TO-CENTER DISTANCE BETWEEN CONDUITS IS AT LEAST THREE TIMES THE OUTSIDE DIAMETER OF THE LARGEST CONDUIT.
CONDUIT DIAMETER (OR COMBINED DIAMETERS OF OVERLAPPING CONDUITS) SHALL NOT EXCEED
ONE-THIRD OF THE SLAB THICKNESS.
14. ALUMINUM CONDUITS ARE NOT PERMITTED IN CONCRETE ELEMENTS.
15. SLABS-ON-GRADE SHALL BE PLACED IN CONTINUOUS STRIPS PER ACI RECOMMENDATIONS.
16. ALL ANCHOR RODS SHALL BE IN PLACE PRIOR TO POURING OF CONCRETE.
17. SLAB-ON-GRADE SURFACES TO BE FLAT, LEVEL AND CO-PLANAR W/SLOPE NOT TO EXCEED 1/4" OVER 10'
FOR LTV CONDITIONING/MAINTENANCE, STAGING, UPENDING, PEDESTAL AND STORAGE AREAS.
18. ALL REBAR IN EXTERIOR CONCRETE SHALL BE EPOXY COATED.
4000 NOTE (5) ----- 4/8FOOTINGS, PIERS,
FOUNDATION WALLS
TOP
BAR
BOTTOM
BAR
CLASS "B" SPLICEDEVELOPMENT ld
NOTE (4) 2S 0.30
4000 0.50 1 1/2 2S ----- 5 (3) 1.0INTERIOR SLABS ON
GRADE, PADS
#8 62 48
#9 70 54
#10 79 61
#11 87 67
#14 105 81
#18 139 107
TOP
BAR
BOTTOM
BAR
80 62
91 70
102 79
113 87
STANDARD 90-DEGREE HOOK
TAIL/LEG
15 16
16 19
19 22
21 24
32 31
43 41
2 1/4
3 3/4
4 1/2
5 1/4
9 1/2
10 3/4
18 1/4
DEVELOPMENT ldh
BEND
DIAM.
CODES AND STANDARDS:
1. THE FOLLOWING CODES AND STANDARDS AS MODIFIED BY THE REFERENCED UFC PUBLICATIONS, INCLUDING ALL SPECIFICATIONS REFERENCED, APPLY TO THE DESIGN AND CONSTRUCTION OF THIS PROJECT:
a. IBC 2018, INTERNATIONAL BUILDING CODE
b. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
c. UFC 1-200-01, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), WITH CHANGE 2 (NOV. 1, 2018)
d. UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 4 (NOV. 1, 2018)
e. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS, WITH CHANGE 1 (JUNE 20, 2016)
f. UFC 3-220-01, GEOTECHNICAL ENGINEERING (NOV. 1, 2012)
g. ACI 301-16, SPECIFICATIONS FOR STRUCTURAL CONCRETE
h. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY
i. ACI 360R-10, GUIDE TO DESIGN OF SLABS-ON-GROUND
j. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
k. AISI S100-16, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS
l. AWS D1.1-15, STRUCTURAL STEEL WELDING CODE
DESIGN LOADS:
1. RISK CATEGORY II
2. DEAD LOADS
a. STRUCTURAL FRAMING ACTUAL WEIGHT
b. INSULATED METAL WALL PANELS 5 PSF
c. INSULATED METAL ROOF PANELS 5 PSF
d. SUSPENDED CEILING 5 PSF
e. MECH/ELEC/PLUMBING 10 PSF
3. FLOOR LIVE LOADS
a. PALLET STORAGE AREA 250 PSF
b. LOBBIES AND CORRIDORS 100 PSF
c. FORKLIFT (MAX LIFT + DEAD) 44000 LB (TO BE VERIFIED)
d. LAUNCH CONTROL ROOM 150 PSF
e. MECH/ELEC, INSTRUMENT ROOMS 150 PSF
f. LOCKABLE TOOL CRIB AREA 150 PSF
g. RAISED ACCESS FLOOR 100 PSF OR 2000 LB PER POST
h. GANTRY CRANE (WHEEL MOUNTED, ALONG RAIL) LIFTED LOAD 30000 LB
+ SELF-WEIGHT 10140 LB
i. LTV ON TRANSPORT CART SEE MAX INTERFACE LOADS
4. ROOF LIVE LOAD 20 PSF
5. SNOW LOADS
a. GROUND SNOW LOAD, Pg 20 PSF
b. IMPORTANCE FACTOR, Is 1.0
c. EXPOSURE FACTOR, Ce 0.9
d. THERMAL FACTOR, Ct 1.0
e. FLAT ROOF SNOW LOAD, Pf 13 PSF
f. MINIMUM DESIGN LOAD 11 PSF
DESIGN ALSO CONSIDERS UNBALANCED SNOW LOADS PER ASCE 7-16 SECTION 7.6
AND SNOW DRIFT LOADS PER ASCE 7-16 SECTION 7.7.
6. WIND
a. WIND SPEED 115 MPH
b. CLASSIFICATION PARTIALLY ENCLOSED
c. EXPOSURE C
d. DIRECTIONALITY FACTOR, Kd 0.85
e. TOPOGRAPHIC FACTOR, Kzt 1.0
f. GROUND ELEVATION FACTOR, Ke 1.0
g. INTERNAL PRESSURE COEFFICIENT +/-0.55
BUILDING COMPONENTS & CLADDING LOADS ARE PER ASCE 7-16 CHAPTER 30.
7. SEISMIC
a. IMPORTANCE FACTOR, Ie 1.0
b. SITE SOIL CLASSIFICATION D (ASSUMED)
c. MAPPED SPECTRAL ACCELERATION
Ss (SHORT PERIOD) 0.29g S1 (1-SECOND PERIOD) 0.12g
d. SEISMIC DESIGN CATEGORY C
e. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
f. LATERAL LOAD RESISTING SYSTEM STEEL SYSTEM NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
g. RESPONSE MODIFICATION COEF, R 3.0
h. SYSTEM OVERSTRENGTH FACTOR, Ωo 3.0
i. DEFLECTION AMPLIFICATION FACTOR, Cd 3.0
j. DESIGN SEISMIC RESPONSE COEFFICIENT, Cs 0.101
k. SEISMIC BASE SHEAR 71 k
FOUNDATIONS AND EARTHWORK:
1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL
ENGINEERING REPORT PREPARED BY XXX, DATED XXX.
2. ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED)
3. FROST DEPTH: 36 INCHES
3. ENSURE THAT AN INDEPENDENT TESTING AGENCY VERIFIES THE REQUIRED BEARING CONDITIONS FOR EACH FOUNDATION PRIOR TO PLACEMENT. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF SOIL CONDITIONS OTHER
THAN IDENTIFIED IN THE GEOTECHNICAL REPORT ARE FOUND.
4. ALL EARTHWORK SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S INSPECTOR AS INDICATED UNDER SPECIAL INSPECTIONS REQUIREMENTS. IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IF UNUSUAL CONDITIONS
ARE ENCOUNTERED.
5. CENTER FOOTINGS ON WALL AND COLUMNS UON.
6. INTERIOR FOUNDATIONS ARE NOT DESIGNED TO BEAR AT ELEVATIONS REQUIRED TO PROTECT AGAINST FROST HEAVE.
ANY UNENCLOSED/UNHEATED SPACES SHALL BE ADEQUATELY PROTECTED AGAINST FROST DURING WINTER
CONSTRUCTION.
7. A DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED AS REQUIRED TO MAINTAIN THE CONSTRUCTION AREA
FREE OF WATER AT ALL TIMES.
8. BOTH SIDES OF FOUNDATION WALLS SHALL BE BACKFILLED SIMULTANEOUSLY TO PREVENT OVERTURNING OR LATERAL
MOVEMENT OF WALLS.
STRUCTURAL STEEL:
1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS, UON:
ASTM Fy (KSI) Fu (KSI)
W & WT SHAPES A992 50 65
ANGLES, CHANNELS, PLATES AND SHAPES A36 36 58-80
ARMOR PLATE STEEL AR500 187 247
RECTANGULAR & SQUARE HSS A500, GRADE B 50 62
ANCHOR RODS F1554, GRADE 36 36 58-80
HIGH-STRENGTH BOLTS A325 --- 120
2. ALL WELDING SHALL BE BY CERTIFIED WELDERS, SHALL CONFORM TO AWS D1.1, AND SHALL MEET AISC MINIMUM REQUIREMENTS FOR WELD SIZE. ELECTRODES SHALL BE LOW-HYDROGEN AND HAVE A MINIMUM TENSILE
STRENGTH OF 70 KSI.
4. BOLTS SHALL HAVE MINIMUM 3/4" DIAMETER, UON.
5. BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.
6. DO NOT CUT OPENINGS IN STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL FROM THE
CONTRACTING OFFICER.
7. DO NOT SPLICE STEEL MEMBERS EXCEPT WHERE SPECIFICALLY DETAILED ON THE DRAWINGS WITHOUT
THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.
8. GROUT BENEATH COLUMN OR EQUIPMENT BASEPLATES SHALL BE HIGH-STRENGTH, NON-SHRINK, NON-METALLIC.
9. GALVANIZE ALL STEEL MEMBERS AND SHAPES EXPOSED TO WEATHER.
10. ALL ARMOR PLATE STEEL ARE ALLOY, ABRASION RESISTANT AR500 STEEL WITH MINIMUM TENSILE STRENGTH OF 247 KSI, YIELD STRENGTH OF 187 KSI, AND NOMINAL BRINELL HARDNESS OF 500. PROVIDE ARMOR PLATE AT TRANSITION BETWEEN THE OSB SLAB ON GRADE TO THE STAGING AREA SLAB ON GRADE AT ROLL-UP DOOR
ENTRANCES TO PROTECT JOINT AGAINST HEAVY LTV LOADS DURING TRANSPORT.
10. USE STANDARD FRAMED CONNECTIONS AS SHOWN IN THE AISC STEEL CONSTRUCTION MANUAL, UON.
ALL STEEL-TO-STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE DESIGNED FOR THE FACTORED REACTIONS INDICATED ON THE PLANS. IF REACTIONS ARE NOT INDICATED, DESIGN FOR 60% OF THE MEMBER ULTIMATE SHEAR CAPACITY. ADDITIONALLY, CONNECTIONS SHALL COMPLY WITH THE FOLLOWING
TABLE:
STRUCTURAL STEEL TO
STEEL CONNECTIONS
NOMINAL
BEAM DEPTH
MINIMUM NO. OF
BOLT ROWS
8, 10 2
12, 14 3
16, 18 4
21, 24 5
27 6
DESIGN LOADS (CONT)
MAXIMUM DESIGN FLOOR LOADING FOR LTV AT VARIOUS INTERFACES (TO BE VERIFIED)
8. LTV MAINTENANCE/CONDITIONING & STAGING AREAS
a. TO BE VERIFIED
9. STORAGE, UPENDING, AND PEDESTAL AREAS
a. TO BE VERIFIED
NO
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BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
1 2 3 4 5
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DIM DIMENSION
DL DEAD LOAD
DN DOWN
DTL DETAIL
DWG(S) DRAWING(S)
DWLS DOWELS
(E) EXISTING
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELECT ELECTRIC or ELECTRICAL
ELEV ELEVATOR
EMBED EMBEDMENT
EOD EDGE OF DECK
EOS EDGE OF SLAB
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EST ESTIMATE
ETC ETCETERA
EW EACH WAY
EXIST EXISTING
EXP JT EXPANSION JOINT
EXT EXTERIOR
FA FALL ARREST ANCHOR
FD FLOOR DRAIN
FDN FOUNDATION
FIN FINISH or FINISHED
FLG FLANGE
FLR FLOOR
FOB FACE OF BUILDING
FOW FACE OF WALL
FP FIRE PROTECTION
FRP FIBER REINFORCING POLYMER
FT FOOT or FEET
FTG FOOTING
GA GAGE or GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GR GRADE
H HIGH
HCA HEADED CONCRETE ANCHOR
HGR HANGER
HK HOOK
HORZ HORIZONTAL
HP HIGH POINT
HPC HIGH PERFORMANCE COATING
HS HIGH STRENGTH
HSA HEADED SHEAR ANCHOR
HT HEIGHT
HVAC HEATING, VENTILATING, AND AIR CONDITIONING
ID INSIDE DIAMETER
IF INSIDE FACE
IN INCH
INCL INCLUDED
INFO INFORMATION
INT INTERIOR
INV INVERT
IP INFLECTION POINT
JF JOINT FILLER
JST JOIST
JT JOINT
& AND
@ AT
C CENTER LINE
AB ANCHOR BOLT
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
AD AREA DRAIN
ADDL ADDITIONAL
ADH ADHESIVE
ADJ ADJACENT
AE AIR ENTRAINED
AFF ABOVE FINISH FLOOR
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALNMT ALIGNMENT
ALT ALTERNATE
ALUM ALUMINUM
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE
AR ANCHOR ROD
ARCH ARCHITECT or ARCHITECTURAL
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS
AWS AMERICAN WELDING SOCIETY
B/ BOTTOM OF
B/B BACK TO BACK
BF BOTH FACES
BLDG BUILDING
BM BEAM
BOS BOTTOM OF STEEL
BOT BOTTOM
BPL BASE PLATE
BRDG BRIDGING
BRG BEARING
BS BOTH SIDES
BTWN BETWEEN
C TO C CENTER TO CENTER
C/C CENTER TO CENTER
CANT CANTILEVER
CF CUBIC FEET
CFRP CARBON-FIBER-REINFORCED POLYMER
CHFR CHAMFER
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CJP COMPLETE JOINT PENETRATION
CLR CLEAR
CLSM CONTROLLED LOW STRENGTH MATERIALS
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
COORD COORDINATE
COR CONTRACTING OFFICER'S REPRESENTATIVE
CY CUBIC YARD
D DEPTH
db REINFORCING BAR DIAMETER
DBA DEFORMED BAR ANCHOR
DBL DOUBLE
DEMO DEMOLITION
DEP DEPRESSED or DEPRESSION
DIA DIAMETER
DIAG DIAGONAL
K KIPS (1000 POUNDS)
KB KNEE BRACE
KN KILONEWTON
KOP KNOCK OUT PANEL
KPa KILOPASCAL
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
l LITER
L LENGTH
LB(S) POUND(S)
Ld REINF BAR DEVELOPMENT LENGTH
LE LEFT END
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LOW POINT
LTWT LIGHT WEIGHT
m METER mm MILLIMETER
MANUF MANUFACTURE(R)
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MC MOMENT CONNECTION
MECH MECHANICAL
MEP MECH, ELECT AND PLUMB
MEZZ MEZZANINE
MID MIDDLE
MIN MINIMUM
MISC MISCELLANEOUS
MPa MEGAPASCAL
MTL METAL
N NORTH
N NEWTON
(N) NEW
NIC NOT IN CONTRACT
NLWT NORMAL WEIGHT
NOM NOMINAL
No. or # NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE or OPPOSITE HAND
PC PILE CAP
P/C PRECAST CONCRETE
PEN PENETRATION
PJF PREFABRICATED JOINT FILLER
PJP PARTIAL JOINT PENETRATION
PL PROPERTY LINE
PLUMB PLUMBING
PROJ PROJECTION
PS PRESTRESSED
PSF POUND PER SQUARE FOOT
PSI POUND PER SQUARE INCH
PT POST-TEN
R RISER or RADIUS
RAD RADIUS
RE RIGHT END
REBAR REINFORCING STEEL BARS
REF REFERENCE
REINF REINFORCEMENT or REINFORCING
REQD REQUIRED
REV REVISION
RFI REQUEST FOR INFORMATION
RTU ROOF TOP UNIT
SC SLIP CRITICAL
SCHED SCHEDULE
SDI STEEL DECK INSTITUTE
SDL SUPERIMPOSED DEAD LOAD
SEC SECTION
SHT SHEET
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SK SKETCH
SLV SLEEVE
SOG SLAB-ON-GRADE
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
STAG STAGGERED
STD STANDARD
STIF STIFFENER
STIR STIRRUPS
STL STEEL
STRUC STRUCTURAL
SUPP SUPPORT
SW SHEAR WALL
SYMM SYMMETRICAL or SYMMETRY
T TREAD
T/ TOP OF
TB THROUGH BOLT
T&B TOP AND BOTTOM
TEMP TEMPORARY
THK THICK or THICKNESS
THRU THROUGH
TMS THE MASONRY SOCIETY
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOL TOLERANCE
TOS TOP OF SLAB
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
V VERTICAL
VERT VERTICAL
VR VAPOR RETARDER
VIF VERIFY IN FIELD
W WIDTH
W/ WITH
W/C WATER-CEMENTITIOUS MATL RATIO
W/O WITHOUT
WD WOOD
WP WATERPROOFING
WP WORK POINT
WS WATERSTOP
WT WEIGHT
WWR WELDED WIRE REINF
L
ABBREVIATIONS:
POST-INSTALLED ANCHOR SCHEDULE
EXPANSION ANCHOR
KWIK BOLT TZ
ANCHORING TO NORMAL WEIGHT CONCRETE
ANCHOR TYPE AND
BASIS OF DESIGN
3/4"
1/2" 5/8"
19 mm
13 mm 3-1/4" 83 mm 102 mm 120 mm
MIN EFFECTIVE
EMBEDMENT*, UON
ANCHOR
DIAMETER
4" 4-3/4"
16 mm
MINIMUM EFFECTIVE EMBEDMENT IS BASED ON THE
SPECIFIED ANCHOR MANUFACTURED BY HILTI, INC. ANCHORS
BY OTHER MANUFACTURERS MAY REQUIRE DEEPER
EMBEDMENT TO ACHIEVE COMPARABLE STRENGTHS.
GENERAL NOTES FOR POST-INSTALLED ANCHORS
1. POST INSTALLED ANCHOR BASIS OF DESIGN CONSISTS OF THE FOLLOWING ANCHOR TYPES BY HILTI, INC.
PRODUCTS OF EQUAL OR BETTER PERFORMANCE ARE ACCEPTABLE SUBJECT TO APPROVAL. SUBMIT ICC ESR
EVALUATIONS FOR EACH PRODUCT OR SYSTEM.
A HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917
2 ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE
INSTALLATION INSTRUCTIONS.
3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS.
4. ARRANGE FOR THE ANCHOR MANUFACTURER'S TECHNICAL REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT DOCUMENTED CONFIRMATION
THAT ALL PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO CONSTRUCTION.
5. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED
ON THE DRAWINGS.
6. CONTRACTOR IS RESPONSIBLE FOR COORDINATIN ANCHOR LOACTION W/ NEW AND EXISTING REBAR TO ENSURE
REBAR IS NOT DAMAGED DURING ANCHOR INSTALLATION.
LIGHT GAUGE STEEL FRAMING:
1. ALL LIGHT GAUGE MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS."
2. ALL LIGHT GAUGE METAL FRAMING MEMBERS SHALL BE OF THE TYPE, SIZE AND GAUGE AS SHOWN ON THE
PLANS.
3. ALL STUDS, JOISTS AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G60 GALVINIZED COATING
CONFORMING TO ASTM A924.
4. ALL MEMBERS SHALL MEET THE REQUIREMENTS OF ASTM A653 WITH A MINIMUM YIELD OF 33,000 PSI.
5. WELDING, WHERE PERMITTED, IS TO BE DONE PER MANUFACTURER'S RECOMMENDATIONS ON ROD TYPE AND AMPERAGE. MINIMUM GAUGE FOR WELDING SHALL BE 54 MIL. WELDS SHALL BE TOUCHED UP WITH ZINC RICH
PRIMER.
6. ALL LIGHT GAUGE METAL STUDS AND JOISTS SHALL BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS REGARDING MINIMUM INSTALLATION STANDARDS FOR BEARING, BRIDGING, AND
BRACING.
7. LIGHT GAUGE MEMBER DESIGNATIONS ARE PER THE STEEL STUDS MANUFACTURERS ASSOCIATION (SSMA).
SEE SSMA FOR THICKNESS, SIZE, AND AND TYPE DESIGNATIONS.
METAL DECKING:
1. DECK SHALL BE GALVANIZED (G60) AND CONFORM TO ASTM A653, Fy = 50 KSI MIN, UON.
2. DECK AND SLAB FLOOR COMPOSITIONS BASED ON 3-SPAN CONSTRUCTION; GREATER DECK THICKNESS OR SLAB
DEPTH MAY BE REQUIRED FOR SINGLE OR DOUBLE SPANS.
3. DECK SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES PER FOOT OF WIDTH:
1 1/2" TYPE C, 22 GAUGE, NON-COMPOSITE FORM DECK
Ip = 0.177 IN^4 Sp = 0.179 IN^3 In = 0.143 IN^4 Sn = 0.169 IN^3
4. PROVIDE SUPPLEMENTAL FRAMING AT OPENINGS AS REQUIRED FOR SUPPORT OF THE METAL DECK. ALL OPENINGS SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE
PROTECTION DRAWINGS.
5. DECK SHALL BE FURNISHED IN MODULAR PANEL WIDTHS. ANY CUTTING SHALL BE DONE BY DECK ERECTOR.
6. PROVIDE CONTINUOUS SHEET METAL CLOSURES AT ALL SLAB OPENINGS AND SLAB EDGES AND CONTINUOUS
DECK CLOSURE AT ALL DECK ENDS.
7. PROVIDE #10 SELF DRILLING SCREWS AT EACH END AND AT INTERMEDIATE SUPPORTS OF DECK UNITS.
MAXIMUM SPACING OF SCREWS ACROSS WIDTH OF THE UNITS SHALL BE 12" ON CENTER. MAKE END JOINTS
OVER SUPPORTING MEMBER ONLY.
8. LONGITUDINAL EDGES, SIDE LAPS AND LONGITUDINAL EDGE CLOSURES SHALL BE FASTENED WITH #10 SCREWS
AT MAXIMUM SPACING OF 24" ON CENTER.
NO
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
A
B
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<<PM/DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
1 2 3 4 5
NTS
4/
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1:
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PM
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28863
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INSPECTION
TYPE
TASK
STEEL INSPECTION PRIOR TO WELDING
VERIFY THAT THE WELDING PROCEDURES SPECIFICATION IS AVAILABLE
STRUCTURAL TESTS AND INSPECTIONS:
1. THE CONTRACTOR SHALL RETAIN A THIRD PARTY TESTING AND INSPECTION FIRM TO CONDUCT THE INSPECTIONS
INDICATED IN THE TABLES BELOW AND THE PROJECT SPECIFICATIONS.
2. STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF UFC 3-301-01, IBC 2018 CHAPTER 17, THE PROJECT SPECIFICATIONS, AND AS INDICATED ON THIS DRAWING.
3. THE TABLE BELOW USES THE FOLLOWING DESIGNATIONS:
a. OBSERVE: OBSERVE THESE ITEMS ON A RANDOM SAMPLING BASIS DAILY TO ENSURE APPLICABLE REQUIREMENTS ARE MET. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS AT CONTRACTOR'S RISK.
b. CONTINUOUS: CONSTANT MONITORING OF IDENTIFIED TASKS BY A SPECIAL INSPECTOR OVER THE DURATION OF
PERFORMANCE OF SAID TASKS.
c. PERFORM: PERFORM THESE TASKS FOR EACH WELD, FASTENER OR BOLTED CONNECTION, AND REQUIRED
VERIFICATION.
d. DOCUMENT: DOCUMENT IN A REPORT THAT THE WORK HAS BEEN PERFORMED AS REQUIRED. THIS IS IN ADDITION TO
ALL OTHER REPORTS.
4. FOR A DESCRIPTION OF EACH TASK, REFER TO THE PROJECT SPECIFICATION SPECIAL INSPECTIONS SCHEDULE.
PERFORM
VERIFY MANUFACTURER CERTIFICATES FOR WELDING CONSUMABLES ARE
AVAILABLE.
VERIFY MATERIAL IDENTIFICATION
WELDER IDENTIFICATION SYSTEM
PERFORM
PERFORM
PERFORM
FIT-UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) OBSERVE
FIT-UP OF FILLET WELDS OBSERVE
STEEL INSPECTION DURING WELDING
USE OF QUALIFIED WELDERS
CONTROL AND HANDLING OF WELDING CONSUMABLES
NO WELDING OVER CRACKED TACK WELDS
ENVIRONMENTAL CONDITIONS
WELDING PROCEDURES SPECIFICATION FOLLOWED
WELDING TECHNIQUES
PERFORM
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
STEEL INSPECTION AFTER WELDING
WELDS CLEANED
SIZE, LENGTH, AND LOCATION OF ALL WELDS
WELDS MEET VISUAL ACCEPTANCE CRITERIA
ARC STRIKES
K-AREA
BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLET WELDS
ADDED WHERE REQUIRED
OBSERVE
PERFORM
PERFORM &
DOCUMENT
PERFORM
PERFORM
PERFORM
REPAIR ACTIVITIES
DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER
PERFORM &
DOCUMENT
PERFORM
STEEL INSPECTION PRIOR TO BOLTING
MANUFACTURER'S CERTIFICATES AVAILABLE FOR FASTENER MATERIALS
FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS
PROPER FASTENERS SELECTED FOR JOINT DETAIL
PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
CONNECTING ELEMENTS, INCLUDING APPROPRIATE FAYING SURFACE CONDITION
AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS
OBSERVE
OBSERVE
OBSERVE
OBSERVE
PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER
COMPONENTS.
OBSERVE
PERFORM
STEEL INSPECTION TASKS DURING BOLTING
FASTENER ASSEMBLIES OF SUITABLE CONDITION, PLACED IN ALL HOLES AND
WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED.
OBSERVE
JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING
OPERATION
OBSERVE
STEEL INSPECTION TASKS AFTER BOLTING
DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS DOCUMENT
CONFIGURATION AND FINISH OF ACCESS HOLES OBSERVE
FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM
ROTATING
OBSERVE
BOLTS ARE PRETENSIONED IN ACCORDANCE WITH RCSC SPECIFICATION,
PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE
EDGES
OBSERVE
NONDESTRUCTIVE TESTING OF WELDED JOINTS
USE OF QUALIFIED NONDESTRUCTIVE TESTING PERSONNEL PERFORM
CJP GROOVE WELDS
WELDED JOINTS SUBJECT TO FATIGUE
WELD TAB REMOVAL SITES
OBSERVE
OBSERVE
OBSERVE
BEAM COPE AND ACCESS HOLE OBSERVE
PLACEMENT OF REINFORCING OR COUTOURING FILLET WELDS DOCUMENT
K-AREA NDT (AISC 341) PERFORM
VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH
CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND
BASE METAL THICKNESS.
DOCUMENT ACCEPTANCE OR REJECTIONS OF DECK AND DECK ACCESSORIES
METAL DECK INSPECTION PRIOR TO DECK PLACEMENT
METAL DECK INSPECTION DURING DECK PLACEMENT
VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH
CONSTRUCTION DOCUMENTS.
VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT
COMPLY WITH THE CONSTRUCTION DOCUMENTS
PERFORM
PERFORM
DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK
ACCESSORIES. DOCUMENT
METAL DECK INSPECTION AFTER TO DECK PLACEMENT
PERFORM
DOCUMENT
VERIFY THAT THE WELDING PROCEDURES SPECIFICATION (WPS) IS AVAILABLE
VERIFY MANUFACTURER CERTIFICATES FOR WELDING CONSUMABLES ARE
AVAILABLE
VERIFY MATERIAL IDENTIFICATION (TYPE/GRADE)
CHECK WELDING EQUIPMENT
PERFORM
OBSERVE
OBSERVE
OBSERVE
METAL DECK INSPECTION DURING WELDING
USE OF QUALIFIED WELDERS
CONTROL AND HANDLING OF WELDING CONSUMABLES
ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE)
WPS FOLLOWED
OBSERVE
OBSERVE
OBSERVE
OBSERVE
METAL DECK INSPECTION AFTER WELDING
VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND
PERIMETER WELDS
WELDS MEET VISUAL ACCEPTANCE CRITERIA
VERIFY REPAIR ACTIVITIES
PERFORM
PERFORM
PERFORM
DOCUMENT ACCEPTANCE OF REJECTION OF WELDS DOCUMENT
METAL DECK INSPECTION BEFORE MECHANICAL FASTENING
MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL
FASTENERS
PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION
OBSERVE
OBSERVE
METAL DECK INSPECTION DURING MECHANICAL FASTENING
FASTENERS ARE POSITIONED AS REQUIRED
FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
OBSERVE
OBSERVE
METAL DECK INSPECTION AFTER MECHANICAL FASTENING
CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS
CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS
PERFORM
PERFORM
CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER FASTENERS PERFORM
VERIFY REPAIR ACTIVITIES PERFORM
DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS DOCUMENT
TASK INSPECTION
TYPE
INSPECTION
TYPE
TASK
INSPECTION
TYPE
TASK
SOILS INSPECTION
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE
THE DESIGN BEARING CAPACITY
OBSERVE
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED
PROPER MATERIAL
OBSERVE
VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS DURING
PLACEMENT AND COMPACTION OF COMPACTED FILL
CONTINUOUS
PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT
THE SITE HAS BEEN PREPARED PROPERLY
OBSERVE
CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK
INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY
PLACEMENT OBSERVE
REINFORCING BAR WELDING OBSERVEOBSERVE
ALL OTHER WELDING CONTINUOUS
CAST IN PLACE ANCHORS AND POST INSTALLED DRILLED ANCHORS (DOWNWARD
INCLINED)
OBSERVE
POST-INSTALLED ADHESIVE ANCHORS IN HORIZONTAL OR UPWARD INCLINED
ORIENTATIONS
CONTINUOUS,
DOCUMENT
VERIFY USE OF REQUIRED MIX DESIGN OBSERVE
PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS,
PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE
OF THE CONCRETE
CONTINUOUS
INSPECT CONCRETE AND/OR SHOTCRETE PLACEMENT FOR PROPER APPLICATION
TECHNIQUES CONTINUOUS
VERIFY MAINTAINCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES OBSERVE
PRE-STRESSED CONCRETE CONTINUOUS
INSPECT ERECTION OF PRECAST CONCRETE MEMBERS OBSERVE
VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN
POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS
FROM BEAMS AND STRUCTURAL SLABS
OBSERVE
INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE
MEMBER BEING FORMED OBSERVE
INSPECTION
TYPE
TASK
LIGHT GAUGE STEEL CONSTRUCTION AND CONNECTIONS
TRUSSES SPANNING 60-FEET OR GREATER WHERE/IF APPLIES
WELDED CONNECTIONS (SEISMIC AND/OR WIND RESISTING SYSTEM)
PERFORM
OBSERVE
CONNECTIONS (SEISMIC AND/OR WIND RESISTING SYSTEM) OBSERVE
COLD-FORMED STEEL (PROGRESSIVE COLLAPSE RESISTING SYSTEM WHERE/IF
APPLIES
OBSERVE
OTHER STEEL INSPECTIONS
ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL
FABRICATED STEEL OR ERECTED STEEL FRAME
REDUCED BEAM SECTIONS (RBS) WHERE/IF OCCURS
PROTECTED ZONES
H-PILES WHERE/IF OCCUR
PERFORM
OBSERVE
DOCUMENT
DOCUMENT
DOCUMENT
NO
T
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TR
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
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<<PM/DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
1 2 3 4 5
1" = 1'-0"
4/
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28864
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7654321
B
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D
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A.8
D.2
HIGH BAY LOW BAY
6" THK SOG12" THK SOG
RAISED ACCESS FLOOR AREA
T/FLOOR = 0' - 0"
T/CONC = -1' - 0"
19' - 9"26' - 4"20' - 6"27' - 6"27' - 5"27' - 3"
148' - 9"
0' - 6"
0'
6"
0'
6"
1' - 0"
LTV CART AREA
18" THK SOG
LTV CART AREA
18" THK SOG
36"-DEEP THICKENED EDGE AT PERIMETER
OF LTV CART AREAS
LTV CART PATH
/1 6"
2'
1"
7' - 10 15/16"
1'
5"
1' - 6"
WIND ALCOVE STOOP W/36" DEEP
THICKENED EDGE (TYP 4 PLACES)
RECESSED GANTRY CRANE
TRACK
(TYP 2 PLACES)
5'
3"
5'
3"
LTV CART PATH
A1 S-301
A2 S-301
C2 S-301
C1 S-301
C1 S-302
1" ISOLATION JOINT
AROUND EDGE OF
LTV CART AREAS
C4.0C4.0C4.0C4.0C4.0C4.0C4.0
C4.0
C4.0
C4.0
C4.0
C4.0C4.0C4.0 C4.0C4.0
C4.0
C4.0
C4.0
C4.0 C4.0
C4.0
C4.0
P3.0P3.0P1.0P2.0P1.0P3.0P3.0
P3.0
P3.0P1.0P1.0 P1.0P3.0
P3.0
P1.0
P1.0
P1.0
P1.0
P3.0
P3.0
C7.0C7.0
C7.0 C7.0
C7.0C7.0
C6.0
C6.0
C6.0
F7.0F8.0F8.0F7.0F8.0F8.0F7.0
F7.0
F8.0F8.0F5.0 F8.0F8.0
F7.0
F6.0
F7.0
F6.0
F6.0
F5.0
F5.0
F8.0
F8.0
F8.0
WF1.0
WF1.0
WF1.0
WF1.0
WF1.0
W1.0
W1.0
W3.0
W1.0
W1.0
W2.0
W2.0
W2.0
W2.0
W2.0 W2.0
W2.0
W2.0
W2.0
W2.0
6" THK SOG
SEE NOTE 11
SEE NOTE 8 SEE NOTE 8
C4 S-502
TYP ALL COLS
S-201 A3
A4 S-301
CJ TYP
C J
TY
P
36" DEEP THICKENED EDGE @
OUTSIDE OF LTV CART AREA SLAB
36" DEEP THICKENED EDGE @
OUTSIDE OF LTV CART AREA SLAB
THICKENED EDGE
TO MATCH LTV
CART AREA THK
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES
AND ABBREVIATIONS.
MARKERS INDICATE STRUCTURAL ELEMENTS AS
FOLLOWS:
FX = FOOTING WFX = WALL FOOTING
PX = PIER WX = WALL
CX = COLUMN BPX = BASEPLATE
SEE SCHEDULES ON DETAIL SHEETS FOR MORE
INFORMATION.
T/CONC ELEVATIONS ARE AS FOLLOWS, UON:
SLAB ON GRADE 0' - 0"
PIERS, LOW BAY (W/OUT GRID 4) <-1' - 0">
PIERS, HIGH BAY (W/GRID 4) <-1' - 6">
FOUNDATION WALL [-0' - 6"]
(W/CURB) [0' - 8"]
FOOTINGS (-3' - 0")
PROVIDE CONSTRUCTION OR CONTROL JOINT IN
SLAB-ON-GRADE AT WALL FACES AND CORNERS OF
LOAD-BEARING WALLS. PROVIDE (2) #4 x 4'-0" AT
CENTER OF SLAB THICKNESS AT ALL RE-ENTRANT
CORNERS EXCEPT WHERE CONTROL OR
CONSTRUCTION JOINT OCCURS.
SEE DETAIL SHEETS FOR UTILITY PIPES THROUGH
FOUNDATION WALLS. COORDINATE UTILITY
LOCATIONS W/ALL OTHER DISCIPLINES AND NOTE
THAT NOT ALL OPENINGS ARE SHOWN ON THE
STRUCTURAL DRAWINGS.
PROVIDE 8" THICK CONCRETE CURB ATOP
FOUNDATION WALL PER DETAILS. CUT CURB AT
DOOR OPENINGS.
DRAIN LOCATIONS NOT SHOWN. COORD WITH ARCH
AND PLUMBING.
FOR 6" THK SOG, PROVIDE #4 @ 12" OC EA WAY.
FOR 12" THK SOG, PROVDE #5 @ 12" OC EA WAY, T&B.
UNDER ALL SOG PROVIDE 10 MIL POLYMER VAPER
RETARDER ON 6" MIN.
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