A0003_Att_S101_Foundation_Plan_0003.pdf
PDF 491 KB Posted
- Attached to
- DETO 228872 - Replace Obsolete Housing with Multip Federal contract opportunity
- Solicitation number
- 140P2025R0002
About this file
This is a Foundation Plan (S101) structural drawing for Housing 109 at Devils Tower National Monument, prepared by Croft & Associates in Kennesaw, Georgia. The drawing details a 112-foot-long building foundation with seven distinct sections (labeled A through H), featuring a 4-inch concrete slab-on-ground reinforced with wire mesh, placed over 6 inches of WYDOT grading W aggregate base. The plan includes specific technical specifications such as footing depths at -3'-2", patio slab elevations, and instructions for the general contractor to coordinate foundation locations with plumbing and utilities, requiring foundation location change requests to be forwarded to the Contracting Officer for review and approval. The document is dated 02/28/2025, with design involvement from A. Brammer, M. Didier, and T. Paul, and includes a detailed foundation plan and a typical patio foundation plan for Option E - CLIN #10.
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Text version
B
G
C D E FA H
14' - 0" 14' - 0" 14' - 0" 28' - 0" 14' - 0" 14' - 0" 14' - 0"
112' - 0"
SOG4 SOG46
S301
S301
S301
S301
S312
TYP
S312
TYP
S301
S301
T/FTG
-3' - 2"
T/FTG
-3' - 2"
T/FTG
-3' - 2"
T/FTG
-3' - 2"
T/FTG
-3' - 2"
T/FTG
-3' - 2"
T/FTG
-3' - 2"
4" SANITARY INVERT AT -2.89' BFF
(SEE CIVIL) (SEE 7/S301)
T/FTG
-3' - 2"
S301
____________ 6 S301
TYP ALONG
EXTERIOR WALL
OPTION E - CLIN #10
CONCRETE PATIOS
(SEE ARCH FOR
EXTENTS) (TYP)
S301
TYP ALONG EXTERIOR
WALL AT PATIOS
(TYP AT
PATIOS)
S301
____________TYP @ PATIOS
S301
S101
S301
____________TYP
S301
____________TYP
FOUNDATION PLAN NOTES:
5.
FOR TRENCHES ADJACENT TO FOUNDATIONS - SEE 1/S301
FOR PIPING PASSING UNDER WALL FOUNDATIONS - SEE 2/S301
PIPING PASSING UNDER FOOTING SHALL BE PLACED AND
INSPECTED BEFORE FOUNDATIONS ARE PREPARED.
GENERAL CONTRACTOR SHALL COORDINATE PLUMBING AND
UTILITIES LOCATIONS WITH FOUNDATIONS AS NEEDED.
ADDITIONALLY GC SHALL COORDINATE FOUNDATION
ELEVATIONS WITH PLUMBING AND UTILITIES AS NEEDED.
FORWARD ANY FOUNDATION LOCATION CHANGE REQUESTS TO
CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
6.
7.
2.
4.
3.
8.
SUBMIT PROPOSED SLAB-ON-GROUND CONSTRUCTION OR
CONTRACTION JOINT LOCATIONS. FOR SCHEMATIC CJ PLAN -
SEE 1/S311
SEE ARCHITECTURAL DRAWINGS FOR:
• ALL SLOPED SLAB AREAS.
(MAINTAIN SLAB THICKNESS NOTED ON PLAN AS A MINIMUM IN
ALL AREAS).
• ALL DEPRESSED SLAB AND/OR RAISED SLAB AREAS.
(MAINTAIN SLAB THICKNESS NOTED ON PLAN AS A MINIMUM IN
ALL AREAS).
• ALL DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS SHOWN
IN STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS
AND REPORT ANY DISCREPANCIES OR DIMENSIONS NOT
SHOWN ON ARCHITECTURAL DRAWINGS FOR CLARIFICATION.
INSTALL THICKENED SLAB UNDER STAIR STRINGER - SEE 4/S331
INSTALL REINFORCING AT CONCRETE WALL CORNERS
AND INTERSECTIONS - SEE 4/S301
INSTALL REINFORCING AT OPENINGS IN CONCRETE WALLS -
SEE 7/S301
FOR CONSTRUCTION AND CONTRACTION JOINT REQUIREMENTS
FOR CONCRETE WALLS SEE 5/S301
9.
10. DENOTES STEP IN TOP OF SLAB - SEE 3/S312
1. 4" CONCRETE SLAB-ON-GROUND REINFORCED W/
WWR 6x6-W2.1xW2.1 @ 1-1/2" BELOW T/SLAB OVER
6" OF WYDOT GRADING W AGGREGATE BASE (SEE
ARCH FOR VAPOR RETARDER LOCATIONS).
T/SLAB = SEE CIVIL
REF T/SLAB = 0'-0"
SOG4
SOG5
S301
S301
S301
T/PATIO SLAB = -1/2"
T/PATIO SLAB = -2 1/8"
BUILDING FOOTINGS (SEE 1/S101)
-1 /2
S L
O P
E S
L A
B
AT EXT
AT BLDG
T/FTG
-3' - 2"
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF
LOCATION WITHIN PARK
TITLE OF SHEET
A/E FIRM
CROFT &
ASSOCIATES
KENNESAW,
GEORGIA
/1
/2
:3
:5
P M
A u to d e s k D o c s /2
-4
D E
T O
H o u s in g /0
-N
P S
D E
T O
-R -S
T R
U C
T .r v t
FOUNDATION PLAN
S101 02/28/2025
A. BRAMMER
M. DIDIER
T. PAUL
67 112
HOUSING 109
175429
228872
DEVILS TOWER NATIONAL MONUMENT
HOUSING
SCALE AS101
1 FOUNDATION PLAN
SCALE
4 0 4 128
SCALE OF FEET
A
B L D
G
SCALE BS101
2 TYP PATIO FOUNDATION PLAN - OPTION E - CLIN #10
SCALE
2 0 2 64
SCALE OF FEET
B
02/27/202502/28/2025
8 ________
08/20/202508/20/2025
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