ATTACHMENT 3 - ROMTEC BUILDING PLANS.pdf
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ATTACHMENT 3 - ROMTEC BUILDING PLANS
This document comprises architectural and structural building plans prepared by ROMTEC, Inc. for a restroom, concession, and shelter building at Old Charlestown Road Park in Winchester, Virginia, as part of the Frederick County Parks and Recreation Department's park development project. The preliminary plans include a complete sheet schedule containing floor plans and specifications (Sheet A2.1), elevation views and specifications (Sheet A2.2), structural concrete masonry unit (CMU) plans, details, and specifications (Sheet S3.1), and foundation plans, details, and specifications (Sheet S4.1). The building design features dimensions of approximately 33 feet-4 inches by 30 feet-0 inches with a building height of 26 feet-8 inches. The structure includes separate unisex, women's, and men's restroom facilities, a mechanical room, and incorporates 8-inch reinforced concrete masonry block walls with mortar joints in a running bond pattern, resawn timber columns (four total), fiber-reinforced cement lap siding, metal roofing with gutters and downspouts, 3-inch vertical vent pipes with vent boots, and integrated utilities for water service and sanitary sewer connections. Interior specifications include nine ceiling lights and five exterior wall-mounted lights, with underground electrical service indicated for connection by others.
The structural design includes detailed CMU rebar schedules with #4 and #5 reinforcement bars at specified lap lengths (24 inches to 30 inches minimum), comprehensive corner and intersection details, and foundation options featuring either a monolithic slab, concrete stem wall, or CMU stem wall foundation system. The foundation design incorporates a 5-inch concrete slab with 6x6-W2.9x W2.9 welded wire mesh or #4 rebar at 16-inch on-center spacing, compacted engineered fill, 6-mil vapor barrier, and column footings with 12-inch diameter pedestals secured using 3/4-inch bolts. The plans explicitly note that all preliminary drawings and specifications are subject to change during the full design phase, with final foundation design determination and any associated cost or time increases to be negotiated between the end owner and building installer. These plans are classified as preliminary and require referral to the formal scope of supply and services letter for confirmation of ROMTEC's actual proposed scope of work.
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(541)-496-3541 FAX (541)-496-0803
18240 NORTH BANK ROAD - ROSEBURG, OR 97470
OLD CHARLESTON ROAD
PARK RESTROOM
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
www.romtec.com
(541) 496-3541 FAX (541) 496-0803
08/19/26
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A1.1
S P E C
IF
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T
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E
Karen Orndorff Text Box Attachment 3
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
www.romtec.com
(541) 496-3541 FAX (541) 496-0803
08/19/26
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A2.1
S P E C
IF
IC
A T
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N S
F L O
O R
P L A N
D F-
D
F-
W W W W W W W W W W W W W W W
1 1/2" WATER PIPE
WATER SERVICE
INTO BUILDING
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
4" SEWER
TO SANITARY SEWER
SYSTEM CONFIRMED
BY OWNER
A
B
C
D1
FLOOR PLAN
SCALE: 1/4" = 1'-0"
33'-4"
30'-0" EXTENSION
B
UI
L D
IN
G
D A2.2
CONCRETE WALK
(BY INSTALLER)
SYMBOL
LEGEND
DESCRIPTION AREA/
QUANTITY
INTERIOR CEILING LIGHTS 9
WALL TYPE SCHEDULE
8" REINFORCED CONCRETE
MASONRY BLOCK WALL WITH
MORTAR JOINTS, GROUTED SOLID
ALL CELLS RUNNING BOND PATTERN.
6" WOOD FRAMED WALL
EXTERIOR WALL LIGHTS 5
HT
26'-8" BUILDING
UNISEX
WOMEN
MEN
MECH
3" VTR
3" VTR
2" SPARE CONDUIT
BP
W C
-1
W C
-1
W C
-1
W C
-1
W C
-1
UR-1 LV-1 LV-1
LV-1 LV-1
HB-2
FD-1
FD-2
FD-2
TP TP TP
TP TP
PT
D
SDSD
SDSD
PT
D
G B
GB18
GB36
G B
GB18
GB36
3" VTR
3" VTR
WC
G B
GB18
GB36
model:47711L
LV-1
W H
-1 mo de l:4
11L
LV
-1
P
UNDERGROUND ELECTRICAL
SERVICE VERIFY REQUIREMENTS
FOR TYING INTO SERVICE UTILITY
EQUIPMENT BY OTHERS.
A A2.2
B A2.2
C A2.2
S-
FS
HT
HT
H T
H T
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
www.romtec.com
(541) 496-3541 FAX (541) 496-0803
08/19/26
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A2.2
S P E C
IF
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E L E V
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30'-0"
D
ELEVATION VIEW
SCALE: 1/4" = 1'-0"
C
ELEVATION VIEW
SCALE: 1/4" = 1'-0"
FG FG
33'-4"30'-0"
A
ELEVATION VIEW
SCALE: 1/4" = 1'-0"
FGFG
33'-4" 30'-0"
METAL ROOFING
GUTTERS & DOWNSPOUTS,
BY OTHERS, TYP
3" VTR W/ VENT BOOT,
TYP (4)
RESAWN TIMBER
COLUMN, TYP (4)
F.R.C. LAP SIDING OVER
8"X16" CMU SMOOTH FACE
CONCRETE BLOCK WALL
RESAWN TIMBER
COLUMN, TYP (4)
FG FG
30'-0"
B
ELEVATION VIEW
SCALE: 1/4" = 1'-0"
3" VTR W/ VENT BOOT,
TYP (4)
2X FASCIA, TYP
GUTTERS & DOWNSPOUTS
(BY INSTALLER), TYP.
F.R.C. LAP SIDING OVER
8"X16" CMU SMOOTH FACE
CONCRETE BLOCK WALL
3" VTR W/ VENT BOOT,
TYP (4)
WALL MOUNT LIGHT, TYP (5)
2X FASCIA, TYP
GUTTERS & DOWNSPOUTS
(BY INSTALLER), TYP.
F.R.C. LAP SIDING OVER
8"X16" CMU SMOOTH FACE
CONCRETE BLOCK WALL
METAL ROOFING
GUTTERS & DOWNSPOUTS,
BY OTHERS, TYP
3" VTR W/ VENT BOOT,
TYP (2)
RESAWN TIMBER
COLUMN, TYP (4)
F.R.C. LAP SIDING OVER
8"X16" CMU SMOOTH FACE
CONCRETE BLOCK WALL
BF-1
DF-1
DF-1
BF-1
DF-1
DF-1
FG FG
LF-1
LF-1
RESTROOM
LF-1 LF-1
BF-1
DF-1
DF-1
LF-1
2X FASCIA, TYP
2X FASCIA, TYP
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
A
STRUCTURAL CMU PLAN
SCALE: 3/16" = 1'-0"
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.
S3.1
S3.1
S3.1
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/S4.1
www.romtec.com
(541) 496-3541 FAX (541) 496-0803
08/19/26
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S3.1
S P E C
IF
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S T R
UC
T
UR
A L C
M U
P L A N D
E T A
IL
S
MORTAR JOINT
M O
R T A R
JO
IN
T
M O
R T A R
JO
IN
T
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/S3.1
1/S3.1
1/S3.1
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
JO
IN
T
MORTAR JOINT
M O
R T A R
JO
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/S3.1
1/S3.1
1/S3.1
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/S3.1
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 - MONO
REBAR PER DETAIL
EXTERIOR SLAB
SLOPE AWAY 1/4":1'-0"
FINISH GRADE
REBAR PER DETAIL
ALTERNATE HOOKS INTO SLAB
APPROX. 3/8" LEVELING
MORTAR BED
REBAR IN FOOTING
AS PER SHEET
1/S3.1 1/S3.1
1/S3.1
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
WALL-SLAB CONNECTION - STEM
SCALE: 3" = 1'-0"
REBAR PER DETAIL
EXTERIOR SLAB
SLOPE AWAY 1/4":1'-0"
FINISH GRADE
REBAR PER DETAIL
ALTERNATE HOOKS INTO SLAB
APPROX. 3/8" LEVELING
MORTAR BED
REBAR IN FOOTING
AS PER SHEET
1/S3.1 1/S3.1
1/S3.1
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
EXTERIOR SLAB
SLOPE AWAY 1/4":1'-0"
FINISH GRADE
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/S3.1 1/S3.1
1/S3.1
S3.1
8" CMU
CORNER,
TYP.
S3.1
8" CMU END
DETAIL, TYP.
S3.1
8" CMU REBAR
PLACEMENT, TYP.
S3.1
8" TO 8" CMU
INTERSECTION,
TYP.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
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
A
FOUNDATION PLAN
SCALE: 3/16" = 1'-0"
S L O
P E
S4.1
COLUMN FOOTING
DETAIL, TYP.
12"
TYP
CONCRETE WALK
(BY INSTALLER)
www.romtec.com
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08/19/26
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S4.1
S P E C
IF
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A T
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F O
UN
D
A T
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N P
L A N D
E T A
IL
S
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
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
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
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/S3.1
1/S3.1
1/S3.1
1/S3.1
1/S3.1
1/S3.1
S3.1
S3.1
S3.1
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
FD-2 FD-2
FD-2
FD-1
FD-1
S L O
P E
SLOPE
5" CONC SLAB W/ #4
REBAR @ 16" OC EW OVER
6" ENGINEERED FILL
FLOOR DRAIN, TYP.
12"
TYP
12"
TYP
12"
TYP
12"
TYP
T Y P
T Y P
T Y P
T Y P
24"
TYP
24"
TYP
24"
TYP
24"
TYP
T Y P
T Y P
T Y P
T Y P
T Y P
S4.1
FOUNDATION
DETAIL, TYP.
S4.1
EDGE OF CONCRETE
WALKWAY, TYP.
| Sheets and Views |
| 2312- Old Charleston-B2061M, VA 260819-A1.1 |
| 2312- Old Charleston-B2061M, VA 260819-A2.1 |
| 2312- Old Charleston-B2061M, VA 260819-A2.2 |
| 2312- Old Charleston-B2061M, VA 260819-S3.1 |
| 2312- Old Charleston-B2061M, VA 260819-S4.1 |
File details come from the government source that posted it. Updated .