Praters Mill Restroom Building _ Design Drawi.pdf
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- Solicitation number
- PE-75500-NONST-2025-000000043
- Issued by
- Georgia
About this file
These are preliminary architectural and structural design drawings by Romtec, Inc. for a restroom facility project located at Praters Mill in Dalton, Georgia. The document includes architectural floor plans, elevation views, and structural details for a building with two unisex restroom spaces. The drawings are dated 07/17/25 and marked as "PRELIMINARY", indicating they are not final construction documents. The building is designed with an 8" concrete masonry unit (CMU) block wall construction, fiber cement siding, resawn timber trusses, and features like wall-mounted lights, gutters, downspouts, and ADA-compliant signage.
The structural plans detail specific construction requirements, including rebar placement, mortar joint specifications, foundation options (monolithic slab and stem wall), and column footing details. The building appears to be approximately 16'-8" in width with a 4'-0" roof extension. The design includes provisions for water service, ventilation (3" VTR with vent boots), and concrete walkways to be installed by others. A notable disclaimer emphasizes that the foundation design is preliminary and subject to change, with potential cost implications for the final design process to be coordinated between the owner and building installer.
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www.romtec.com
(541) 496-3541 FAX (541) 496-0803
07/17/25
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L E P
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(541)-496-3541 FAX (541)-496-0803
18240 NORTH BANK ROAD - ROSEBURG, OR 97470
PRATERS MILL
SHEET SCHEDULE
SHEET CONTENTS
A2.1 FLOOR PLAN & SPECIFICATIONS
A2.2 ELEVATION VIEWS & SPECIFICATIONS
A1.1 TITLE PAGE & SPECIFICATIONS
S3.1 CMU PLAN & DETAILS & SPECIFICATIONS
S4.1 FOUNDATION PLAN & DETAILS, & SPEC'S
THESE PLAN VIEW AND ELEVATION
DRAWINGS ARE A PRELIMINARY
ARCHITECTURAL REPRESENTATION
OF THE BUILDING. ALL DIMENSIONS,
FEATURES AND COMPONENTS
SHOWN ON THESE PRELIMINARY
DRAWINGS MAY OR MAY NOT BE
PART OF THE QUOTE. PLEASE REFER
TO THE "SCOPE OF SUPPLY AND
SERVICES" LETTER PROVIDED WITH
YOUR QUOTE FOR ROMTEC'S
PROPOSED SCOPE OF SUPPLY.
PRELIMINARY
D A2.2
A A2.2
A
B
C
D1
FLOOR PLAN
SCALE: 1/4" = 1'-0"
C A2.2
B A2.2 www.romtec.com
(541) 496-3541 FAX (541) 496-0803
07/17/25
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S P E C
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F L O
O R
P L A N
THESE PLAN VIEW AND ELEVATION
DRAWINGS ARE A PRELIMINARY
ARCHITECTURAL REPRESENTATION
OF THE BUILDING. ALL DIMENSIONS,
FEATURES AND COMPONENTS
SHOWN ON THESE PRELIMINARY
DRAWINGS MAY OR MAY NOT BE
PART OF THE QUOTE. PLEASE REFER
TO THE "SCOPE OF SUPPLY AND
SERVICES" LETTER PROVIDED WITH
YOUR QUOTE FOR ROMTEC'S
PROPOSED SCOPE OF SUPPLY.
PRELIMINARY
25'-4" BUILDING
P
P
UNDERGROUND ELECTRICAL
SERVICE VERIFY REQUIREMENTS FOR TYING
INTO SERVICE UTILITY EQUIPMENT CONFIRMED
BY OWNER
CONCRETE WALK BY
INSTALLER
UNISEX
UNISEX
UNISEX
UNISEX
MECH
R
ID
G E L
IN
E
E A V
E L
IN
E
B
UI
L D
IN
G
W W
W W
1 1/2" WATER PIPE
WATER SERVICE
INTO BUILDING
SS
SS
SS
SS
S E W
E R
TO SANITARY SEWER
SYSTEM CONFIRMED
BY OWNER
LOUVER
LOUVER
LOUVER
LOUVER
3" V
TR
3"
V
TR
3" V
TR
3"
V
TR
FD-2FD-2
FD-2
WC-1
WC-1 WC-1
WC-1
S P A R
E C
O N D
UI
T
B P
GB42GB18
G B
GB42 GB18
G B
GB42 GB18
G B
GB42GB18
G B
NOTE:
FREEZE RESISTANT-PLUMBING
TO BE IN HEATED SPACE
HB-1
DF-1
DF-1
S-1
WH
LV
-1
LV
-1
LV
-1
LV
-1
HD
HD
HD
HD
A C
-2
AC-2
AC-2AC-2
AC-2
AC-1
FD-2
SYMBOL
LEGEND
DESCRIPTION AREA/
QUANTITY
INTERIOR CEILING LIGHTS 6
EXTERIOR WALL LIGHTS 6
WALL TYPE SCHEDULE
8" REINFORCED CONCRETE
MASONRY BLOCK WALL WITH
MORTAR JOINTS, GROUTED SOLID
ALL CELLS RUNNING BOND PATTERN.
ROOF EXTENSION
S L A B
/2
S L A B
E X T E N S
IO
N
5'-0" SLAB5'-0" SLAB
FD-1
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S P E C
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E L E V
A T
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THESE PLAN VIEW AND ELEVATION
DRAWINGS ARE A PRELIMINARY
ARCHITECTURAL REPRESENTATION
OF THE BUILDING. ALL DIMENSIONS,
FEATURES AND COMPONENTS
SHOWN ON THESE PRELIMINARY
DRAWINGS MAY OR MAY NOT BE
PART OF THE QUOTE. PLEASE REFER
TO THE "SCOPE OF SUPPLY AND
SERVICES" LETTER PROVIDED WITH
YOUR QUOTE FOR ROMTEC'S
PROPOSED SCOPE OF SUPPLY.
PRELIMINARY
5'-0" 25'-4"
FG
5'-0"
FG
B
ELEVATION VIEW
SCALE: 1/4" = 1'-0"
16'-8"
FG FG
LF-1 LF-1
RESTROOM
W
A L L
CONCRETE WALK
(BY INSTALLER)
C
ELEVATION VIEW
SCALE: 1/4" = 1'-0"
D
ELEVATION VIEW
SCALE: 1/4" = 1'-0"
GUTTERS & DOWNSPOUTS,
(BY OTHERS) TYP.
2X FASCIA, TYP.
LF-1
FIBER CEMENT B&B SIDING
OVER 8"x16" CMU SMOOTH
FACE CONCRETE BLOCK WALL
WALL MOUNT LIGHT, TYP.
RESAWN TIMBER TRUSS
NOTE:
FREEZE RESISTANT-PLUMBING
TO BE IN HEATED SPACE
DF-1
DF-1
BF-1
HB-1
3" VTR W/ VENT BOOT, TYP (4)
5'-0" 25'-4"
FG
5'-0"
FG
CONCRETE WALK
(BY INSTALLER)
GUTTERS & DOWNSPOUTS,
(BY OTHERS) TYP.
2X FASCIA, TYP.
LF-1
3" VTR W/ VENT BOOT, TYP (4)
LF-1
FIBER CEMENT B&B SIDING
OVER 8"x16" CMU SMOOTH
FACE CONCRETE BLOCK WALL
WALL MOUNT LIGHT, TYP.
3" VTR W/ VENT BOOT, TYP (4)
GUTTERS & DOWNSPOUTS,
(BY OTHERS), TYP
METAL. ROOFING
2X FASCIA, TYP
4'-0"
ROOF EXTENSION
17 1/2"
O.H.
17 1/2"
O.H.
16'-8"
FGFG
LF-1 LF-1
RESTROOM
W
A L L
3" VTR W/ VENT BOOT, TYP (4)
GUTTERS & DOWNSPOUTS,
(BY OTHERS), TYP
METAL. ROOFING
2X FASCIA, TYP
4'-0"
FIBER CEMENT B&B SIDING
OVER 8"x16" CMU SMOOTH
FACE CONCRETE BLOCK WALL
RESTROOM
UNISEX ISA WITH BRAILLE SIGN
PER ADA & LOCAL CODES
ROOF EXTENSION
17 1/2"
O.H.
17 1/2"
O.H.
AC-1
AC-1
AC-1
WALL MOUNT LIGHT, TYP.
FIBER CEMENT B&B SIDING
OVER 8"x16" CMU SMOOTH
FACE CONCRETE BLOCK WALL
RESTROOM UNISEX ISA WITH BRAILLE SIGN
PER ADA & LOCAL CODES
WALL MOUNT LIGHT, TYP.
07/17//25
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A
STRUCTURAL CMU PLAN
SCALE: 1/4" = 1'-0"
THESE PLAN VIEW AND ELEVATION
DRAWINGS ARE A PRELIMINARY
ARCHITECTURAL REPRESENTATION
OF THE BUILDING. ALL DIMENSIONS,
FEATURES AND COMPONENTS
SHOWN ON THESE PRELIMINARY
DRAWINGS MAY OR MAY NOT BE
PART OF THE QUOTE. PLEASE REFER
TO THE "SCOPE OF SUPPLY AND
SERVICES" LETTER PROVIDED WITH
YOUR QUOTE FOR ROMTEC'S
PROPOSED SCOPE OF SUPPLY.
PRELIMINARY
REBAR
#4 #5
MIN. LAP
24" 30"
CMU REBAR SCHEDULE
BEND DIAMETER
3" MIN.
3-3/4" MIN.
CMU REBAR NOTES:
- BENDS: MIN. INSIDE BEND DIAMETER
SHALL BE NOT LESS THAN 6d AS PER
TMS 402-16 SECTION 6.1.8.2
- SPLICES: LAP SPLICES ARE PERMITTED
AS PER TMS 402-16 SECTION 6.1.6.1.1
PIPES INSTALLED THROUGH CMU WALL NOTES:
- SUPPLY: THE FIXTURE SUPPLY LINE SHOULD
BE BORED A 1/2" LARGER THAN REQUIRED
LINE SIZE AND THE PORTION OF PIPE LOCATED
IN CMU WALL SHALL BE WRAPPED WITH 10MIL
BLACK TAPE
- WASTE PIPE: THE FIXTURE WASTE LINE
SHOULD BE BORED A 1/2" LARGER THAN
REQUIRED LINE SIZE.
CMU CORNER
WALL DETAIL
CMU REBAR LAYOUT DETAIL
SCALE: 1" = 1'-0"
VERTICAL # REBAR @ "oc HORIZONTAL # REBAR @ "oc
# REBAR EACH SIDE OF
OPENINGS
(1) ADDITIONAL 8'-0" # REBAR EXTEND
24" BEYOND DOOR OPENINGS
(2) # REBAR @ TOP COURSE
NOTE: HORIZONTAL REBAR TO GO
AROUND VERTICAL REINFORCEMENT
WITH STANDARD BEND AT ALL CORNERS,
AND HORZ REBAR TO BEND UP OR DOWN
AND LAP VERTICAL REBAR AT ALL OPENING
LOCATIONS AS PER DETAILS ON SHEET 4
F.F.
CMU END
WALL DETAIL
TYP. REBAR
PLACEMENT DETAIL
1st COURSE
HORIZONTAL
REBAR BEND UP
NOT SHOWN: (2) # REBAR ABOVE &
BELOW MAJOR OPENINGS EXTEND
24" BEYOND OPENINGS (>2'-0" WIDE
EXCEPT DOOR OPENINGS)
EXTERIOR WALL CONNECTIONS DETERMINED - PER DETAIL 1/4
M O
R T A R
J O
IN
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1/ M
A X
A T D
O O
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M
IN
T O
F .G
SCALE: 3" = 1'-0"
WALL-SLAB CONNECTION - MONO
REBAR PER DETAIL
SEE DETAIL FOR
SLAB THRESH HOLD DETAILS
EXTERIOR SLAB
SLOPE AWAY 1/4":1'-0"
FINISH GRADE
SEE NOTE #4 SHEET
REBAR PER DETAIL
ALTERNATE HOOKS INTO SLAB
APPROX. 3/8" LEVELING
MORTAR BED
REBAR IN FOOTING
AS PER SHEET
1 / 3
1 / 3
1 / 3
1 / 3
1 / 3
M O
R T A R
J O
IN
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1/ M
A X
A T D
O O
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M
IN
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F .G
WALL-SLAB CONNECTION - STEM
SCALE: 3" = 1'-0"
REBAR PER DETAIL
SEE DETAIL FOR
SLAB THRESH HOLD DETAILS
EXTERIOR SLAB
SLOPE AWAY 1/4":1'-0"
FINISH GRADE
SEE NOTE #4 SHEET
REBAR PER DETAIL
ALTERNATE HOOKS INTO SLAB
APPROX. 3/8" LEVELING
MORTAR BED
REBAR IN FOOTING
AS PER SHEET
1 / 3
1 / 3
1 / 3
1 / 3
1 / 3
M O
R T A R
J O
IN
T
1/ M
A X
A T D
O O
R S
M
IN
T O
F .G
SCALE: 3" = 1'-0"
WALL-SLAB CONNECTION - CMU STEM
REBAR PER DETAIL
SEE DETAIL FOR
SLAB THRESH HOLD DETAILS
EXTERIOR SLAB
SLOPE AWAY 1/4":1'-0"
FINISH GRADE
SEE NOTE #4 SHEET
REBAR PER DETAIL
ALTERNATE HOOKS INTO SLAB
APPROX. 3/8" LEVELING
MORTAR BED
TOOL JOINT AT SLAB
1/2" x 3/8"W & FILL
W/ SELF LEVELING
POLYURETHANE SEALANT
30# FELT BOND
BREAKER, HOLD
DOWN 1/2" FROM
TOP OF SLAB
REBAR IN STEMWALL
PER SHEET
1 / 3
1 / 3
1 / 3
1 / 3
1/S7.2
M O
R T A R
J O
IN
T
M O
R T A R
J O
IN
T
MORTAR JOINT
CMU INTERSECTION DETAIL
SCALE: 1" = 1'-0"
8" TO 8" MORTAR JOINT
SPLICE LAP W/ 90° BEND
TYPICAL HORIZONTAL REBAR
PER DETAIL WITH
ALTERNATING 90° BEND
TYPICAL VERTICAL REBAR
PER DETAIL
TYPICAL
HORIZONTAL
REBAR PER
DETAIL
1 / 3
1 / 3
1 / 3
8" CMU REBAR PLACEMENT
SCALE: 1" = 1'-0"
M O
R T A R
J O
IN
T
M O
R T A R
J O
IN
T
NOTE: REBAR INSTALLED AS PER
TMS 602-13/ACI 530.1-13/ASCE 6-13
INSIDE OF WALL OUTSIDE OF WALL
REBAR PLACEMENT FOR:
-ABOVE & BELOW MAJOR
OPENINGS (>2'-0" WIDE)
-TOP COURSE OF CMU WALL
1 3/4"
3 3/4"
1 3/4"5 /8
M
IN
HORIZONTAL
(2) # REBAR
VERTICAL
# REBAR
5CMU CORNER DETAIL
SCALE: 1" = 1'-0"
MORTAR JOINT
8" CMU BLOCK WALL
M O
R T A R
J O
IN
T
MORTAR JOINT
M O
R T A R
J O
IN
T
MORTAR JOINT
24" - 30" OVERLAP
TYPICAL HORIZONTAL REBAR
PER DETAIL
WITH ALTERNATING 90° BEND
TYPICAL (2) VERTICAL REBAR
PER DETAIL
TYPICAL HORIZONTAL REBAR
PER DETAIL
SPLICE LAP WITH 90° BEND
1 / 3
1 / 3
1 / 3
CMU WALL END DETAIL
SCALE: 1" = 1'-0"
MORTAR JOINT
CUT NOTCH IN BLOCK
AS NEEDED FOR REBAR
EMBEDMENT
TYPICAL HORIZONTAL REBAR
WITH 90° BEND DOWN
PER DETAIL
(2) # VERTICAL
REBAR CONT
1 / 3
8" CMU
CORNER,
TYP.
8" TO 8" CMU
INTERSECTION,
TYP.
8" CMU END
DETAIL, TYP.
8" CMU REBAR
PLACEMENT, TYP.
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FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
EDGE OF CONCRETE
WALKWAY, TYP.
FOUNDATION
DETAIL, TYP.
EDGE OF CONCRETE
WALKWAY, TYP.
CONCRETE WALK
(BY INSTALLER)
FLOOR DRAIN, TYP.
S L O
P E
COLUMN FOOTING
DETAIL, TYP.
5" CONC SLAB W/ #4
REBAR @ 16" OC EW OVER
6" ENGINEERED FILL
THESE PLAN VIEW AND ELEVATION
DRAWINGS ARE A PRELIMINARY
ARCHITECTURAL REPRESENTATION
OF THE BUILDING. ALL DIMENSIONS,
FEATURES AND COMPONENTS
SHOWN ON THESE PRELIMINARY
DRAWINGS MAY OR MAY NOT BE
PART OF THE QUOTE. PLEASE REFER
TO THE "SCOPE OF SUPPLY AND
SERVICES" LETTER PROVIDED WITH
YOUR QUOTE FOR ROMTEC'S
PROPOSED SCOPE OF SUPPLY.
PRELIMINARY
MAKE SAWCUT 1 1/2" DEEP WITHIN 24
HRS OF POUR "DO NOT CUT BARS".
FILL W/ EXPANDING JOINT COMPOUND.
MAXIMUM JOINT SPACING = 10'-0". AT
INSTALLER'S OPTION, CONTROL JOINT
MAY BE TOOLED DURING CONCRETE
FINISHING.
COMPACTED FILL
SCALE: 1" = 1'-0"
SAWCUT JOINT
SCALE: 1" = 1'-0"
1/
EDGE OF CONC. WALKWAY
12"
(2) #4 REBAR CONT
FINISH GRADE
5" CONC. SLAB W/ 6 X 6 -
W2.9 X W2.9 WWM OR #4 REBAR
@ 16" OC EW CONTRACTORS
OPTION, SLOPE AWAY
FROM BLDG. @ 1/4" : 12" UNO
COMPACTED FILL
NATIVE SOIL
GENERAL NOTES:
* WHEN USING EITHER STEM WALL OPTION RECESS STEM WALL THE
THICKNESS OF SLAB AT DOOR THRESHOLD
* PRIVACY WALLS TO HAVE A 30" WIDE x 12" DEEP FOOTING, IF APPLICABLE
* CMU STEM WALL OPTION, CMU BLOCK IS BY INSTALLER
* VERTICAL REBAR IN SLAB/STEM WALL TO MATCH VERTICAL WALL
REINFORCEMENT LAP PER WALL SCHEDULE
FOUNDATION DESIGN SHOWN HERE IS PRELIMINARY AND
SUBJECT TO CHANGE. FINAL FOUNDATION DESIGN TO BE
DETERMINED DURING THE FORTHCOMING FULL DESIGN
PHASE FOR THE BUILDING. ANY INCREASED COSTS OR TIME
NEEDED TO CONSTRUCT THE FINAL FOUNDATION DESIGN IS
BETWEEN THE END OWNER AND THE BUILDING INSTALLER
M O
R T A R
J O
IN
T
M O
R T A R
J O
IN
T
M O
R T A R
J O
IN
T
SCALE: N.T.S.
8"
24"
FOUNDATION DETAIL
12" MIN
M
IN
24"
12"
24"
BLOCK FOR STEM WALL SUPPLIED BY INSTALLER
CMU BLOCK
REBAR PER
DETAIL
5" CONC SLAB W/ #4
REBAR @ 16" OC EW
OVER 6" ENGINEERED FILL
6 MIL VAPOR
BARRIER
(3) #5 REBAR CONT.
REBAR PER DETAIL
HOOK INTO
FOOTING, LAP PER
WALL SCHEDULE
#5 X 12"
DOWEL
@ 12" O.C.
(DRILL &
DOWEL)
CMU BLOCK
REBAR PER
DETAIL
5" CONC SLAB
W/ #4 REBAR @
16" OC EW OVER
6" ENGINEERED FILL
6 MIL VAPOR
BARRIER
COMPACTED
FILL
(3) #5 CONTINUED
#5 X 12"
DOWEL
@ 12" O.C.
(DRILL &
DOWEL)
CMU BLOCK
REBAR PER
DETAIL
5" CONC SLAB
W/ #4 REBAR @
16" OC EW OVER
6" ENGINEERED FILL
COMPACTED FILL
#5 HORIZ REBAR
@ T&B IN BOND
BEAM @ 16" OC
REBAR PER DETAIL
ALTERNATE
HOOKS INTO
FOOTING, LAP PER
WALL SCHEDULE
(3) #5 CONTINUED
EQ EQ EQ EQ
MONOLITHIC SLAB OPTION CONCRETE STEM WALL FOOTING OPTION CMU STEM WALL OPTION
M O
R T A R
J O
IN
T
M O
R T A R
J O
IN
T
M O
R T A R
J O
IN
T
M O
R T A R
J O
IN
T
M O
R T A R
J O
IN
T
EQ EQ
#5 X 12"
DOWEL
@ 12" O.C.
(DRILL &
DOWEL)
#5 HORZ REBAR
@ T&B & 16" OC
REBAR PER DETAIL
ALTERNATE
HOOKS INTO
FOOTING, LAP PER
WALL SCHEDULE
6 MIL VAPOR
BARRIER
1 / 3
1 / 3
1 / 3
1 / 3
1 / 3
1 / 3
M
IN
O R
M O
R E
P E R
L O
C A L F
R O
S T D
E P T H
M
IN
O R
M O
R E
P E R
L O
C A L F
R O
S T D
E P T H
M
IN
O R
M O
R E
P E R
L O
C A L F
R O
S T D
E P T H
1/
30" SQ
M
IN
C L E A R
6X8 RESAWN TIMBER COLUMN
WETSET BASE BRACKET ROMTEC
BT-000-1025 SECURE COLUMN WITH
(2) 3/4"Ø X 8" BOLT, (2) WASHERS &
NUT, TYP.
6" X 8" RESAWN
TIMBER COLUMN
MOISTURE BARRIER
BETWEEN COLUMN AND
PLATE BY INSTALLER
GROUT TO FILL
VOID BY INSTALLER
TOOL JOINT AT SLAB
1/2" X 3/8"W & FILL
W/SELF LEVELING
POLYURETHANE SEALANT
12" DIAMETER
PEDESTAL
(6) #4 VERTICAL DOWELS
#4 STIRRUPS @ 8" OC
NATIVE
SOIL
(3) #5 BARS E.W.
CONTROL JOINT, TYP
30# FELT BOND BREAKER, HOLD
DOWN 1/2" FROM TOP OF SLAB
COLUMN FOOTING DETAIL
SCALE: 1" = 1'-0"4
M
IN
IM
UM
T Y P
24"
TYP
24"
TYP
T Y P
24"
TYP
24"
TYP
T Y P
24"
TYP
T Y P
24"
TYP
12"
TYP
T Y P
12"
TYP
T Y P
FD-2FD-2
FD-2 FD-2
FD-1
SLOPE
S L O
P E
SLOPE
| Sheets and Views |
| 2722- Praters Mill - B2043, GA - 250428-1 |
| 2722- Praters Mill - B2043, GA - 250428-2A |
| 2722- Praters Mill - B2043, GA - 250428-2B |
| 2722- Praters Mill - B2043, GA - 250428-3 |
| 2722- Praters Mill - B2043, GA - 250428-4 |
File details come from the government source that posted it. Updated .