S-102 Construction Framing Plans.pdf
PDF 1 MB Posted
- Solicitation number
- W912DS-20-B-0010
About this file
This document contains construction framing plans and related details for a federal contract opportunity issued by the Department of the Army Corps of Engineers Engineering District New York. The framing plans provide specifications for cast-in-place concrete slabs, grade beams, pile supported foundations, rebar schedules, and other structural elements for a new well and pump house to be located in Ocean Beach, New York. Relevant details include slab thicknesses, rebar spacing, pile locations, notes on concrete mix designs and special inspections. The related federal contract opportunity is solicitation number W912DS-20-B-0010 for construction services for the Fire Island to Moriches Inlet Contract 3C project. Responses to the solicitation are due on the specified date, with award of the contract to occur thereafter.
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Text version
B M
B M
B M
BM-1 BM-1 BM-1
BM-1 BM-1
B M
B M
B M
C1
P3
EL: +2'-6"
8N 8N
8N8N
KNEE WALL
BELOW (TYP.)
BM-1
C1
P3
8N
8N
P3P3
P3
P3
P3 P3
C1
P3
UPPER FLOOR FRAMING PLAN
SCALE: 1/4"=1'-0"
2 3
9'-8"
8'-3"
8'-3"
8'-3" 8'-3"
D
C
B
4'-3"
A
6'-4
NOTES:
1. AVERAGE EXISTING GRADE ELEVATION = +2.2' = REFERENCE ELEVATION UNLESS OTHERWISE NOTED.
2. TOP OF PLATFORM LEVEL SLAB ELEVATION = +11'-0", UNLESS OTHERWISE NOTED ON PLAN.
3. TOP OF PILE SUPPORTED GRADE BEAM TO BE AT ELEVATION = (+0'-0") UNLESS OTHERWISE NOTED THUS (......) ON PLAN.
4. CONCRETE WALL TO BE REINFORCED WITH #6 VERT. BARS AT 6" O.C. AND #4 HORIZ. BARS AT 12" O.C., EACH FACE.
5. EAST-WEST REBAR IN SLABS ARE TO BE THE OUTER-MOST LAYER, UNLESS OTHERWISE NOTED.
6. INFORMATION SHOWN IN HELICAL SCEW ANCHOR SCHEDULE IS FOR ESTIMATING PURPOSED ONLY. FINAL DESIGN TO BE
DETERMINED AND SUBMITTED BASED ON THE PROJECT REQUIREMENTS IN THE DRAWINGS, GENERAL NOTES AND
SPECIFICATIONS.
LEGEND:
INDICATES HELICAL SCREW ANCHORS. REFER TO GENERAL NOTES AND HELICAL SCREW ANCHOR
SCHEDULE FOR MORE INFORMATION.
INDICATES DRIVE-CAST DISPLACEMENT PILE HELICAL SCREW ANCHORS REQUIRING LATERAL CAPACITY.
REFER TO GENERAL NOTES AND HELICAL SCREW ANCHOR SCHEDULE FOR MORE INFORMATION.
INDICATES 8" THICK ONE-WAY CAST-IN-PLACE CONCRETE SLAB, REINFORCED WITH #6 @ 12" O/C, T&B E.W.
INDICATES 6" THICK ONE-WAY CAST-IN-PLACE CONCRETE SLAB, REINFORCED WITH #4 @ 6" O/C, T&B E.W.
6N
8N
6N
S-103
B M
B M
B M
B M
B M
EL: +11'-0"
B M
6N
6N
6N
N
6N 6N 6N 6N6N
3'-0"
1'-0"
1'-7
1'-3
3'-9
6'-0
EMERGENCY
GENERATOR,
MAX OPERATING
WEIGHT 1304 LBS.
BM-2 BM-2 BM-2 BM-2 BM-2
C1C1C1
C1 C1 C1
C1C1C1
C1
S-103
2 3
9'-8"
8'-3"
8'-3"
8'-3" 8'-3"
D
C
B
4'-3"
A
6'-4
FOUNDATION FRAMING PLAN
SCALE: 1/4"=1'-0"
1'-0" CONCRETE
TANK WALL, TYP.
2'-0"
S-103
S-103
B M
BM-1 BM-1 BM-1
B M
BM-1
BM-1
B M
B M
BM-1
BM-1
B M
B M
SEE MEP DWGS.
FOR PIPING
ENCASEMENT
P3 C1
P2
C1
P2
C1
P2
C1
P2
P3
P3
C1
P2
C1
P2
6"
6"
2'-0"
C2
P1
BM-2 BM-2 BM-2
2'-3" 3'-0"
BM-4
1'-8
BM-4
BM-4
N
C2
P1
C2
P1
C2
P1
C2
P1
C2
P1
C2
P1
C2
P1
C2
P1
C2
P1
REFER TO CIVIL & OTHER DRAWINGS FOR
PIPE LOCATIONS. SHOW PIPE PENETRATIONS
ON CONCRETE REBAR SHOP DRAWINGS
COORDINATE ELECTRICAL CONDUIT
EMBEDDED IN SLAB WITH MEP DRAWINGS
12" OVERFLOW PIPE,
INVERT AT EL. +8'-0".
SEE CIVIL DWGS.
3'-0"
C1
S-103
17-1851
MTS
DK / TC
06/16/2017
5591-50-2 de Bruin
PRIOR TO START OF STRUCTURAL WORK:
1. CONTRACTOR SHALL CHECK FOR LATEST
PROJECT BULLETINS AND ADDENDA.
2. CONTRACTOR SHALL CONFIRM THAT ALL
SUBCONTRACTORS ARE USING THE
LATEST STRUCTURAL DRAWINGS.
3. CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS RELATED TO NEW WORK
AND PROVIDE FIELD DIMENSIONS.
4. CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR REVIEW AND APPROVAL,
PRIOR TO MATERIAL ORDERING AND
FABRICATION.
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