McIntosh Bathhouse REV1 Plan.pdf
PDF 5 MB Posted
- Attached to
- Ft. Barrington Campsite
- Solicitation number
- PE-77896-NONST-2025-000000005
- Issued by
- Miller County, Georgia
About this file
The document is a detailed architectural plan for a bathhouse project prepared for McIntosh County, Georgia, specifically a floor plan and construction specifications for a bathhouse facility. The plan provides comprehensive architectural details for a single-story structure with multiple bathrooms, an office, storage areas, and ADA-compliant porches, totaling 844 square feet of indoor space and 277 square feet of porch area. The architectural drawing (A1.0) includes precise measurements, construction materials specifications, foundation and drain plans, wall sections, and roof details, with a revision date of 1/29/2025.
The construction plan adheres to Georgia State Building Code, International Building Code, and local regulatory requirements. Key technical specifications include an 8" splitface CMU (concrete masonry unit) exterior, R-30 batt insulation or equivalent open cell foam on the roof deck, 6 architectural shingles, concrete footings with reinforcement, and specific requirements for structural elements like hurricane straps, anchor bolts, and rebar placement. The plan emphasizes contractor verification of all dimensions and conditions before construction, with explicit instructions for structural integrity, insulation, and code compliance.
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Text version
3068 3068 3050 3050
3068305030683068
34'-8" X 4'
34'-8" X 4'
7'-8" X 6'
11' X 23'
7'-8" X 6' 5' X 6'
6'-8" X 7'-8"
6'-8" X 7'-8"
16' X 4' 5' X 8'
6'-8"
3' -4
8'
2'-6"
5'
6'
3' -8
11'
5'
3' 3'-4"
2'
'-4
8'-8"
4' 4'
3'2'-10"
2'-6"
'-4
2'-8"
9'
3' -8
3'-6"
3'-4"
3'
11'-8"11'12'
34'-8"
4'
3' -4
'-4
8'-4"
3' -4
8'-4"
CLOSET
ENCLOSED AREA
STORAGE
5' ADA
COMPLIANT
PORCH
PORCH
WATER HEATERS
OFFICE
BATH 3
BATH 4
BATH 5
BATH 1 BATH 2
FLOOR PLAN
11'
11'
4' 4'
'-4
34'-8"
'-4
34'-8"
LIVING AREA
SEE FLOOR PLAN FOR INTERIOR
WALL LOCATIONS
S
LO
P E
S
LO
P E
FOUNDATION & DRAIN PLAN R-30 BATT INSULATION
OR EQUIVALENT OPEN
CELL FOAM ON ROOF DECK
ARCHITECTURAL SHINGLES
WOOD 2X DECKING
OPTION, IF EXPOSED
(3) #5 RODS CONT. MIN. LAP 25"
PACTED, TERMITE
TED FILL
1 x 6 FASCIA
2 x 4 SUB-FASCIA
2 x 4 LOOKOUT
2 x 4 NAILER
EAVE DRIP
8" LINTEL BLOCK POURED SOLID W/ 3000 P.S.I.
CONC. & (2) #5 BARS CONT. PROVIDE BENT TIES
FROM VERTICAL REINFORCING. MIN. LAP 21"
FINISHED
FLOOR
5/8" PLYWOOD CEILING
WITH 1X2 WOOD BATTENS
OR VINYL CEILING
8'-0
TOP OF
PLATE
8" SPLITFACE CMU WITH
HORIZ. JOINT REINF. AT
16" o.c. VERT. 24"
8" CMU INTERIOR - PAINTED
24"
COMPACTED EARTH AS REQ'D
24" X 12" CONC. FTG. W/ (3) #5 RODS
CONT. MIN. LAP 25" & RADIUS BEND IN
ALL CORNERS
POROUS FILL WITH VAPOR BARRIER
4" CONC. EXT PORCH SLOPED SLAB
EXP. JT. MATERIAL WITH SEALANT
4" CONC. SLAB W/ 6 x 6 10/10 WWM OR
FIBERMESH ON 6 MIL VISQUENE OVER CLEAN,
WELL COMPACTED, TERMITE TREATED FILL
4" CONC. SLAB W/
6 x 6 10/10 WWM OR
FIBERMESH ON
OVER CLEAN, WELL
6 MIL VISQUENE
24" X 12" CONC. FTG. W/
8'-0
& RADIUS BEND IN ALL CORNERS
EAVE DRIP
D
X. W/
PSI
O FTG.)
OLID
2 x 8 TOP
PLATE
TOP OF
PLATE
2 x 4 WINDBRACING
FINISHED GRADE
M
IN
8 x 8 x 16 CMU STEMWALL
POURED SOLID W/ 3000 P.S.I.
CONC. & (2) #5 BARS CONT.
#5 REBAR VERTICAL @ 48" O.C. AND AT EACH
CORNER AND EACH SIDE OF ALL OPENINGS -
FROM FOOTING REINFORCING TO BOND BEAM
REINFORCING. POUR CELLS SOLID W/ 3000 P.S.I.
CONC.
MIN. LAP 21"
PROVIDE BENT TIES FROM
VERTICAL REINFORCING.
8" LINTEL BLOCK
HURRICANE STRAPS @ 21" O.C., OR PER CODE
1/2" x 8" ANCHOR BOLT
@ 21" O.C. W/ WASHER.
2 x 4 NAILER
2 x 4 LOOKOUT
2 x 4 SUB-FASCIA
1 x 6 FASCIA
VINYL SOFFIT
BEADED VENTED
2 x 8 RAFTERS @ 16" O.C.
15/32" ROOF SHEATHING 8D NAILS @
6" & 12" BLOCKING 4' O.C. FIRST TWO
FRAMING SPACES FROM ENDWALL
EACH MEMBER ( SIMPSON TWIST TIE)
ALUMINUM
6" PRE FINISHED
HURRICANE CLIP
2 x 10 RIDGE
30# FELT
FIBERGLASS SHINGLES
INSULATION BAFFLE
WALL SECTION
ARCH SHINGLES
FRONT
SPLIT FACE CMU
(TYP)
REAR
SPLIT FACE CMU (TYP)
FIBER CEMENT SHAKES
RIGHT
FIBER CEMENT SHAKES
SPLIT FACE CMU
LEFT
R E
V
IS
IO
N
T A
B L
E N
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B E
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A T
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IS
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D B
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SHEET:
SCALE:
C O
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R A
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S H
A L
L V
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IF
Y
A L
L D
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N S
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P L
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IE
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B E
F O
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IN
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IN
G C
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R /B
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D E
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U S
T C
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P
LY
W
IT
H
1/4" = 1'
A1.0
B A
T H
H O
U S
E
P R
E P
A R
E D
F O
R M
C
IN
T O
S H
C O
U N
T Y
S Q
U A
R E
F O
O T
A G
E
H T
D
S T
F L
O O
R
P O
R C
H E
S
T O
T A
L S
U N
D E
R R
O O
F
DATE:
GENERAL NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE GEORGIA STATE BUILDING CODE, THE INTERNATIONAL BUILDING
CODE, AND LOCAL CODES.
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING ALL DIMENSIONS AND CONDITIONS.
3. ALL DRAWINGS ARE TO INDICATE DESIRED DESIGN ONLY. IF USED AS CONSTRUCTION DOCUMENTS, ADJUSTMENTS MAY
BE REQUIRED BY CONTRACTOR TO ACCOMMODATE EXISTING CONDITIONS, ALL APPLICABLE CODES, SPAN SIZE, ETC.
1/29/2025
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File details come from the government source that posted it. Updated .