68_SF502_R1_AMENDMENT 008.pdf
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- Solicitation number
- N6247026R0012
About this file
This is a structural details drawing document prepared by Naval Facilities Engineering Systems Command (NAVFAC) for Building 60 repairs at Portsmouth Naval Shipyard in Kittery, Maine. The document contains detailed engineering schematics for structural modifications and repairs required at the facility.
The drawing specifications include crack repair details at bridge crane column supports utilizing stainless steel helical stitch ties spaced 12 inches on center vertically, set in manufacturer-recommended epoxy grout with routed mortar joints. Additional requirements include 50 linear feet of masonry crack repairs for work not indicated on primary drawings, tracked as a unit price item separate from the lump sum base bid. The structural details encompass vestibule coiling door header installations using cold-formed metal components, including 600 S 200-54 jamb studs, 1000 S 200-68 cold-formed header beams, and cold-formed connectors with 650-pound minimum allowable capacity. Wall infill details specify cold-formed metal studs at 1'-4" on-center spacing, galvanized steel floor decking, ceiling joists, and various connector configurations secured with #10 self-drilling fasteners or powder-actuated fasteners. The document, revised as of March 5, 2026 (Amendment 007), designates work locations at specific elevations and includes graphical scales at 1½" = 1'-0" for construction reference. The facility is classified as unclassified and is managed through the ROICC-ME Portsmouth Naval Shipyard office.
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Text version
EXTERIOR
STAINLESS STEEL
HELICAL STITCH
TIE SPACED 12" OC
VERTICALLY (TYP)
REPOINT CRACKED
MORTAR JOINTS
(TYP)
(TYP)
ROUTE OUT MORTAR
TO DEPTH RECOMMENDED
BY HELICAL STITCH TIE
MANUFACTURER
SECTION
1' - 8" 1' - 8"
(T Y
P
1'
0"
ELEVATION
EXIST CRACK (TYP)
STAINLESS STEEL
HELICAL STITCH TIE
SET IN EPOXY GROUT
RECOMMENDED BY
MANUFACTURER (TYP)
NOTES
1. MORTAR REPAIR AT FACE OF
MORTAR JOINT AND IN
CRACKED BRICK MUST BE
COMPLETED IN
ACCORDANCE WITH THE
HISTORIC BRICK
RESTORATION NOTES
INDICATED ON THE
ARCHITECTURAL DRAWING
G-003.
2. IN ADDITION TO CRACK
REPAIRS INDICATED ON
DRAWINGS, PROVIDE 50 LF
(5 UNITS OF 10 LF) OF
MASONRY CRACK REPAIRS
FOR WORK NOT OTHERWISE
INDICATED ON THE
DRAWINGS, PLANS,
SPECIFICATIONS, AND
REPORTS.THE QUANTITIES
INDICATED IN PLANS AND
SPECIFICATIONS ARE TO BE
INCLUDED IN THE LUMP SUM
BASE BID LINE ITEM, THE
QUANTITIES INDICATED
ABOVE WILL BE TRACKED AS
A UNIT PRICE.
CONT 600 T 125-54
FASTEN TO HEADER W/
#10 SCREWS AT 2'-0" OC
(TYP TOP AND BOTTOM)
(2) 1000 S 200-68
COLD-FORMED HEADER
BEAMS (TYP)
COLD-FORMED CONNECTOR
W/ MIN ALLOWABLE CAPACITY
OF 650 LBS (TYP)
600 S 200-54 JAMB
STUD (TYP)
BOTTOM OF
COILNG DOOR
HEADER
ELEV=22.30'
(BOTTOM OF
MAN DOOR
HEADER ELEV
= 17.63'±)
(BOTTOM OF
HEADER AT
STAIR 003 ELEV
= 19.30'±)
NOTE
PROVIDE HEADER IN
8" METAL STUD WALL
IN DETAIL A5/AE720.
TWE=24.30'
TWE=20.63'
CONT 1200 T 125-68
COLD-FORMED MTL
RIM JOIST
600 S 200-54
COLD-FORMED MTL
WALL STUDS AT
1'-4" OC (TYP)
1000 S 200-68
COLD-FORMED MTL
CEILING JOISTS AT
1'-4" OC (TYP)NETWORK
600 S 200-54
COLD-FORMED MTL
WALL STUDS AT
1'-4" OC (TYP)
1-1/2"x18GA GALV
STL FLOOR DECK (TYP)
1-1/2"x18GA GALV
STL FLOOR DECK (TYP)
1200 S 200-68
COLD-FORMED MTL
CEILING JOISTS AT
1'-4" OC (TYP)
CONT 600 T 125-54
COLD-FORMED MTL
TRACK (TYP)
CONT 1000 T 125-68
COLD-FORMED MTL
RIM JOIST
INSPECTION
3"x3"x54 MIL
COLD-FORMED
CONNECTOR W/
(4) #10 SELF-DRILLING
FASTENERS IN EA
LEG (TYP)
3"x3"x54 MIL
COLD-FORMED
CONNECTOR W/
(4) #10 SELF-DRILLING
FASTENERS IN EA
LEG (TYP)
800 S 200-54 COLD-FORMED MTL
WALL STUDS AT 1'-4" OC (TYP)
j
TWE=24.30'
800 S 200-54
COLD-FORMED MTL
WALL STUDS AT
1'-4" OC (TYP)
1-1/2"x18GA GALV
STL FLOOR DECK (TYP)
CONT 1200 T 125-68
COLD-FORMED MTL
RIM JOIST
1200 S 200-68
COLD-FORMED MTL
CEILING JOISTS AT
1'-4" OC (TYP)
#10 SELF-DRILLING FASTENERS (TYP)
CONT 800 T 125-54 COLD-FORMED TRACK (TYP)
CONT WOOD
BLOCKING (TYP)
1000 S 200-68
COLD-FORMED MTL
CEILING JOISTS AT
1'-4" OC (TYP)
CONT 1000 T 125-68
COLD-FORMED MTL
RIM JOIST
VESTIBULE/
CORRIDOR
INSPECTION
3"x3"x54 MIL COLD-FORMED
CONNECTOR W/ (4) #10
SELF-DRILLING FASTENERS
IN EA LEG (TYP)
j
800 S 200-54
COLD-FORMED MTL
WALL STUDS AT
1'-4" OC (TYP)
10" ±10" ±
EQEQ 1 3/4" GAP (TYP)
ELEV=35.26'±
CONT 800 T 250-54
COLD-FORMED MTL
TRACK FASTENED W/
(2) #10 SELF-DRILLING
FASTENERS AT
1'-4" OC (TYP)
EXIST PLASTER
WRAPPED STL
FLOOR GIRDER
(TYP)
ELEV=10.30'±
TOP OF SLAB
CONT 800 T 125-54
COLD-FORMED MTL
TRACK FASTENED W/
(2) 0.157" POWDER
ACTUATED FASTNERS
AT 1'-4" OC (TYP)
#10 SELF-DRILLING
FASTENER (TYP)
EXIST 7-1/2"± REINF
CONC SLAB-ON-GROUND
(TYP)
e1 e2
2" MIN LAP
45°
10" ±
EXIST 20I65±
CRANE RAIL BEAM
ELEV=28.34'±
ELEV=28.47'±
EXIST BRICK MASONRY WALL (TYP)
COILING DOOR (TYP)
(3) #10 SELF-DRILLING
FASTENERS (TYP)
362 S 162-33 COLD-FORMED
BRACES AT 2'-8" OC (TYP)
1-1/2"x18GA GALV
STL DECK (TYP)
1000 S 200-68
COLD-FORMED CLG
JOISTS AT 1'-4" OC
(TYP)
TWE=24.30'
362 S 162-33
COLD-FORMED STUDS
AT 1'-4" OC (TYP)
CONT 362 T 125-33
COLD-FORMED TRACK
(TYP)
3"x3"x54 MIL
COLD-FORMED
CONNECTOR W/
(4) #10 SELF-DRILLING
FASTENERS IN EA
LEG (TYP)
SATISFACTORY TO DATE
APPROVED
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
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 S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
P O
R T
S M
O U
T H
N A
V A
L S
H
IP
Y A
R D
K
IT
T
E R
Y M
E
UNCLASSIFIED
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
ACTIVITY
1740579
T. CARLETON
L. LYONS
S. RUCINSKI
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1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"
GRAPHIC SCALE(S)
SCALE: 1 1/2" = 1'-0"
C1
CRACK REPAIR DETAIL AT BRIDGE CRANE COLUMN SUPPORT
(SF102)
SCALE: 1 1/2" = 1'-0"
B1
VESTIBULE COILING DOOR HEADER DETAIL
(SF101) (SF102)
SCALE: 1 1/2" = 1'-0"
C3
TYP CEILING JOIST TO STEPPED STUD WALL CONN DETAIL
(SF102)
SCALE: 1 1/2" = 1'-0"
C4
TYP CEILING JOIST TO STACKED STUD WALL CONN DETAIL
(SF102)
SCALE: 1 1/2" = 1'-0"
A2
TYP FULL HEIGHT WALL STUD DETAIL AT GROUND FLOOR
(SF102)
SCALE: 1 1/2" = 1'-0" (SF102)
A4
WALL INFILL DETAIL ABOVE VESTIBULE
M A
R K
D E
S C
R
IP
T
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N D
A T
E A
P P
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| SF502 - STRUCTURAL DETAILS 2 |
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