Revised dwg S-511.pdf
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- Attached to
- Construct Golf Clubhouse West Point NY Federal contract opportunity
- Solicitation number
- W912DS20B0008
About this file
This solicitation is for the construction of a new Golf Clubhouse at West Point, New York. The scope of work includes construction of a single-story, approximately 12,500 square foot clubhouse with a main entrance and lobby, 150-person banquet hall, 50-person snack bar and seating area, combined kitchen, fire suppression systems, walk-in cooler and freezer, pro shop, storage, restrooms, receiving area, mechanical and electrical rooms, and golf and general storage. Supporting facilities consist of site utilities, 100-space parking lot with handicapped spaces, walks and landscaping, security and lighting systems, communications, alarm system, public address system, and HVAC. Provisions for ADA accessibility are required. The estimated cost is between $10-25 million. Questions must be submitted by email by the deadline, with bids to be submitted electronically via a file transfer site. The soliciting agency is the Department of the Army Corps of Engineers Engineering District New York.
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Text version
MASONRY WALL SCHEDULE
MARK NOMINAL
THICKNESS
(IN)
REINF
VERTICAL
MSW8A 8 #5@32
REMARKS
MASONRY SHEAR WALL
#5@168MSW8B MASONRY SHEAR WALL, GROUT ALL CELLS, REF PLAN FOR BARS AT END ZONE CELLS
DOWELS TO MATCH
WALL VERTICAL
REINFORCEMENT.
WALL VERTICAL
REINFORCEMENT.
CONCRETE WALL
REINFORCEMENT NOT
SHOWN
FILL W/ GROUT
BUILDING PAPER BOND BREAK
RAKE MORTAR JOINT & SEAL
W/ BACKER ROD & SEALANT,
BOTH SIDES OF WALL
STOP JOINT REINFORCEMENT AT
CONTROL JOINT
VERT BAR EACH SIDE OF CONTROL JOINT, FULL
HEIGHT OF WALL, MATCH SIZE OF TYP WALL
REINF
CONTROL JOINT
NOTES:
1. SPACE CONTROL JOINTS MIN 8' - 0" OC, MAX 15' - 0" OC UON
2. ALIGN CONTROL JOINTS WITH ARCH VENEER CONTROL JOINTS
3. LOCATE CONTROL JOINTS MIN 4' - 0", MAX 7' - 0" FROM END OF WALL.
SEAL W/ BACKER ROD &
SEALANT, BOTH SIDES
OF WALL
EXTEND REINF THROUGH
JOINT
#5 VERT BAR EACH SIDE OF CONTROL
JOINT, FULL HEIGHT OF WALL, MATCH
SIZE OF TYP WALL REINF
TYP REINF, REF GEN
NOTES
DOWELS TO MATCH
BOND BEAM REINF
NOTE: VERTICAL WALL REINF NOT SHOWN.
TENSION LAP SPLICE
CLASS B
STD HOOK
COL COL
NON-STRUC CMU WALL CMU SHEAR WALL
CMU WALL, REF ARCH CMU SHEAR WALL,
REF STR PLANS
L6x3x5/16 W/ 3/4" DIA
ADHESIVE ANCHOR W/
6 3/4" EMBED IN 1" VERT
SLOT HOLE @ 8" OC
W-BEAM, REF PLANS W-BEAM, REF PLANS
1/4
NS & FS
3/16" THK x 1' - 0" LONG
PLATE @ 2'-0" OC
M
IN
C L R
FILL GAP W/
COMPRESSIBLE
FILLER
M
IN4
OPEN
GROUT CELLS SOLID
WHEN H > 4'-0" PROVIDE ADDL 1 #5 VERT EA SIDE OF OPENING
EXTEND BAR FROM 16" BELOW OPENING TO BOT OF LINTEL
LINTEL, SEE
SCHEDULE
PROVIDE 1/2 OF THE INTERRUPTED VERT
REINF FULL
HEIGHT OF WALL EA SIDE OF THE
OPENING, 1 #5 MINIMUM
GROUT SOLID UNDER
OPENING AND WHEN W >
24" PROVIDE A BOND
BEAM W/ 2 #5 BELOW
OPENING, EXTEND BARS
16" PAST OPENING
H
W
CONT REBAR THROUGH CIP
LINTEL
A5
S-511
CONTROL JOINT TYP
ALL OPENINGS
0' - 9"
1/2" BENT PLATE TO SUPPORT
ARCH VENEER
M
IN
M
IN
/2
ARCH BLOCK, SEE ARCH
CMU WALL, SEE PLANS
OPENING IN WALL
CONCRETE OR CMU LINTEL, SEE GEN
NOTES FOR REINF AND DIMS
(2) 1/2" DIA THRU-BOLTS @ 24"
OC
2"x2" PLATE WASHERS @ EA
THRU-BOLT
CONT L5x5X5/16, LLV W/ 2
HS BOLTS,
ARCH BLOCK, SEE ARCH
CMU WALL, SEE PLANS
OPENING IN WALL
STEEL LINTEL, SEE GEN
NOTES FOR SIZE
CMU WALL, SEE PLANS
OPENING IN WALL
STEEL LINTEL, SEE
GEN NOTES FOR SIZE
3/4" DIA x 6 3/4" LONG
HEADED CONCRETE
ANCHOR
3/16 5
L4x4X1/4 @ 3'-0" OC
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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BIM 360://US-USACE-F5Y69206_Golf Club House_Redesign_18/RD66872S-18-CENTRAL.rvt
4/27/2020 5:11:01 PM
S-511
D E
T A
IL
S
M
A S
O N
R Y
W A
L L S
E A
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W -D
S -1
-F
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AMENDMENT 1 SUBMISSION
NTS
A1
MASONRY WALL SCHEDULE
NTS
D3
MASONRY WALL BEARING
ON CONCRETE WALL
S U
B M
IS
S
IO
N
/2 /2
A
M E
N D
M E
N T
/2 /2
NTS
C3
CMU CONTROL JOINT
NTS
C5
BOND BEAM CONTROL JOINT
NTS
C1
BOND BEAM CORNER REINF
NTS
C7
BEAM TO CMU WALL CONNECTION
NTS
D1
TYPICAL CMU WALL OPENING
NTS
A5
LINTEL TYPICAL DETAIL
masonE Rectangle
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