RFI Attachment P235_STRU_S-110_2023-12-07 1.pdf
PDF 163 KB Posted
- Attached to
- 142 FW B235 ADAL Construction
- Solicitation number
- W50S8Y24B0001
About this file
This document contains structural foundation plans and notes for a construction project. The plans show the layout of an 8-inch thick slab-on-grade foundation with details such as reinforcement bar callouts and equipment pad locations. Accompanying notes specify requirements for third party inspection and testing, seismic anchorage design, concrete mix designs, and coordination of equipment pads. The related federal contract opportunity is for 142 FW B235 ADAL Construction with solicitation number W50S8Y24B0001 issued by the Department of the Army Oregon Army National Guard. The type of opportunity is listed as a solicitation.
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Text version
S S
S S
S S
S S
A. SEE DRAWINGS S-001 THROUGH S-003 FOR
GENERAL STRUCTURAL NOTES.
B. SEE DRAWINGS S-501 THROUGH S-531 FOR
TYPICAL STRUCTURAL DETAILS.
C. GENERAL CONTRACTOR MUST PROVIDE THIRD
PARTY INSPECTION AND TESTING IN
ACCORDANCE WITH SPECIFICATION 01 45 35.
D. EQUIPMENT ANCHORAGE AND BRACING SHALL
BE IN ACCORDANCE WITH SPECIFICATION 13 48
73, 23 05 48.19, AND 26 50 48.00 10. GENERAL
CONTRACTOR MUST PROVIDE PROFESSIONAL
ENGINEERING SERVICES WHEN EQUIPMENT
MANUFACTURERS CANNOT PROVIDE SEISMIC
CERTIFICATIONS FOR ANCHORAGE DESIGN.
E. REFERENCE ELEVATION 0'-0" = CIVIL DATUM
19.60'.
F. COORDINATE CONCRETE EQUIPMENT PADS
WITH EQUIPMENT MANUFACTURERS AND MEP
DRAWINGS PRIOR TO PLACEMENT OF SLABS-
ON-GRADE.
G. SEE ARCHITECTURAL FLOOR PLANS FOR
DIMENSIONS TO DOOR AND WINDOW ROUGH
OPENINGS.
A
B
C
AE
BE
CE
DE
1'
7"
16' - 0" 37' - 4" 29' - 0"
S-201
S-202
S-202
S-201
S-301
S-301
8' - 2"
S-202
S-301
AR-2
WT = 867 LBS
RAD-1
WT=135 LBS
AR-1
WT=542 LBS
AC-A
WT=1345 LBS
WH-1
WT=553 LBS
1'
8"
1'
8"
8" SOLID GROUTED MASONRY WALL WITH
#5 @ 48" O.C. HORIZONTAL AND #6 @ 24"
VERTICAL. REFER TO S-510 FOR TYPICAL
DETAILS
24" WIDE CONCRETE GRADE BEAM.
REFER TO S-301.
INDICATES STEP IN GRADE BEAM.
SCALE: 1/8" = 1'-0"
8'-0"0 16'-0" 24'-0"4'-0"
PLAN
NORTH
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
VERIFY SCALE
DATE
PROJ
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FILENAME: PLOT DATE/TIME:
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GRAPHIC SCALE
SHEET KEYNOTES
GENERAL NOTES
LEGEND
1/8" = 1'-0"
BIM 360://US OR_D3250108_Oregon ANG_PDX ADD ALTER B235 AND REPAIR B250/D3250108_P235_STRU.rvt 12/7/2023 1:35:05 PM
T Y
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B -3
F
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FEBRUARY 2023
D3250108
S-110
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1/8" = 1'-0"1
FOUNDATION PLAN
GENERAL NOTES
1. 6" THICK SLAB-ON-GRADE OVER VAPOR
RETARDER. REINFORCE SLAB WITH #5 @ 12"
O.C. E.W. CENTERED. REFER TO 1/S-501.
2. EQUIPMENT PAD. REFER TO 4/S-501.
3. FLOOR DRAIN OR CLEANOUT. REFER TO
5/S-502.
4. SLAB DEPRESSION. REFER TO 3/S-501.
5. 8" DIAMETER MICROPILES. REFER TO 7/S-501.
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| Sheets |
| S-110 - FOUNDATION PLAN |
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