A3.0 WALL SECTIONS _ Layout

g
BOSTON MILLS RD.
g
g
Ditch
3175 003
Asphalt
bm found
g
6"
4" PVC
6"
6"
6"
6"
6"
6"
6"
6"
1" Pipe
6"
6"
6"
4"
6"
Ditc
6"
(Vertical)
6"
h
w
well
co
Bru
sh
Line
Brush
FORMER SERVICE
BUILDING
GRAVEL
85'-0"
SETBACK
41'-0"
4" PVC (Vertical)
4" PVC (Vertical)
v 330.657.2800 | f 330.657.2419
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Ditch
3175 004
2 POWER DROPS N &
1 TEL. DROP S
mb
Capped Rebar
"SELEE & ASSOC 5471"
P.O. Box 235 | 1775 Main Street
Peninsula, OH 44264
Asphalt
g
Tree
CONCRETE
Line
SAN
406
en
wi
re
OFFICES
SAN
407
Fe
n
ce
sa
sep
tnk
sep sep
tnk tnk
POTENTIAL
EXPANSION
AREA (NOT IN
REQUESTED
POTENTIAL
VARIANCE)
EXPANSION
AREA (NOT IN
REQUESTED
VARIANCE)
sep
tnk
Gravel Flower
B
ed
O
CONCRETE
H
IO
12'-0"
EASEMENT
SALT DOME TO BE DEMO'D
TU
AMERICAN TOWER
MANAGEMENT
VOL. ___ , PG. ___
Tree Line
34
'-6
"
SE 60
TB '-0
AC "
K
SERVICE
BUILDING
8'-0"
EASMNT.
RN
PN 4802573
GRAVEL
PI
KE
SERVICE
YARD
RAIN
GARDEN
Existing
Gravel
Drive
N
Tre
e
e
Grass
Lin
Boston Mills Road, Richfield, OH 44286
W
ov
RICHFIELD TOWNSHIP GOVERNMENT CENTER
4'
DATE
ISSUE
12/09/14
FOR REVIEW
12/15/14
FOR REVIEW
1/12/15
FOR REVIEW
SCALE
AS NOTED
e
SERVICE BUILDING TOTAL AREA: 3,850 SF
PORTION BEYOND SETBACK:
550 SF
OFFICES TOTAL AREA:
PORTION BEYOND SETBACK:
SITE PLAN
SCALE: 1/16" =
1'-0"
0
8'
16'
32'
1,615 SF
1,485 SF
e
4'
W
ov
en
wi
re
1" Pipe
SITE PLAN
e
Fe
n
ce
C1.0
© 2014
Peninsula Associates Architects LLC
30'-0"
4'-6"
1'-6"
7'-4"
1
A2.0
14'-8"
1'-6"
18" WIDE TRENCH FOOTING
REFER TO
STRUCTURAL FOR
REINFORCING REQ.
v 330.657.2800 | f 330.657.2419
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P.O. Box 235 | 1775 Main Street
Peninsula, OH 44264
15'-10"
16'-4"
4" DIAM. SCHED 35
PERF. PIPE
FROST SLAB
REFER TO
STRUCTURAL
UNEXCAVATED
4
A3.0
0
2'
4'
8'
2
A2.1
1'-6"
25'-0"
2'-0"
1'-6"
4'-6"
13'-0"
14'-0"
7'-4"
3
A3.0
1'-6"
6"
17'-3"
2'-6"
6'-9"
1'-6"
74'-9"
2'-0"
2'-0"
1'-6"
85'-0"
18" WIDE TRENCH FOOTING
REFER TO
STRUCTURAL FOR
REINFORCING REQ.
24" X 24" COLUMN PIER.
REFER TO STRUCTURAL FOR
REINFORCING REQ.
1'-6"
6"
17'-3"
1'-0"
1'-6"
26'-0"
2'-0"
26'-0"
2'-0"
25'-0"
6"
1'-6"
2
A2.0
UNEXCAVATED
37'-0"
4" CONCRETE SLAB
ON GRADE W/6X6
W2.9 X W2.9 WWF OVER
4" MIN. COMPACTED BASE
W/ 8 MIL. VAPOR BARRIER
F.D.
F.D.
4" CONCRETE SLAB
ON GRADE W/6X6
W2.9 X W2.9 WWF OVER
4" MIN. COMPACTED BASE
W/ 8 MIL. VAPOR BARRIER
F.D.
F.D.
F.D.
37'-0"
UNEXCAVATED
Boston Mills Road, Richfield, OH 44286
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
RICHFIELD TOWNSHIP GOVERNMENT CENTER
4
A3.0
1'-6"
9'-8"
4" CONCRETE SLAB
ON GRADE W/6X6
W2.9 X W2.9 WWF OVER
4" MIN. COMPACTED BASE
W/ 8 MIL. VAPOR BARRIER
DATE
ISSUE
12/09/14
FOR REVIEW
12/15/14
FOR REVIEW
1/12/15
FOR REVIEW
SCALE
AS NOTED
2'-0"
2'-0"
FOUNDATION PLAN
2'-0"
17'-3"
2'-6"
26'-0"
2'-0"
26'-0"
104'-9"
2'-0"
3
A3.0
25'-0"
A0.1
2'-0"
1
A2.1
© 2014
Peninsula Associates Architects LLC
30'-0"
74'-9"
6"
12'-0"
5'-0"
1
A2.0
CARPET
488 sq ft
3'-4"
1'-5"
6"
4'-0"
PLATFORM
UP 6"
v 330.657.2800 | f 330.657.2419
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P.O. Box 235 | 1775 Main Street
Peninsula, OH 44264
9'-10"
MEETING
ROOM
16'-10"
17'-10"
7'-0"
17'-4"
6"
4'-0"
6"
7'-4"
OFFICE
ADMIN.
ENTRY
CARPET
VINYL
TILE
TILE
6"
2'-0"
4
A3.0
4'-5"
4
A3.0
6'-3"
5 1/2"
7'-3"
5 1/2"
OFFICE
WATER
SOFTNER
CORRIDOR
5 1/2"
4'-6 1/2"
5 1/2"
3'-6 1/2"
8"
5'-1"
6"
8"
6"
5 1/2"
9'-1"
1'-4 1/2"
10'-1"
5 1/2"
3070
2
A2.0
12'-4"
9'-1"
CARPET
6"
6"
5 1/2"
OFFICE
FRP TO 8'-0" AFF
ON ALL WALLS
WITHIN WASH BAY
3070
VINYL
TILE
5'-1"
HWH
3070
5'-0 1/2"
8"
6"
6"
3070
4'-0"
VINYL WORK
TILE ROOM
8'
3
A3.0
5'-10"
CARPET
4'-2 1/4"
11'-4 1/2"
3'-0"
4'-0"
6"
4'
F.D.
3HR WALL
3'-0"
8"
14'-5"
6"
UP
16R @
6 3/4"
15T @ 11"
8"
13'-7 1/2"
SEALED
CONCRETE
11'-0"
3'-0"
BREAK
ROOM
Boston Mills Road, Richfield, OH 44286
5 1/2"
2'
RICHFIELD TOWNSHIP GOVERNMENT CENTER
5 1/2" 4'-0 1/2"
5 1/2"
0
14'-6"
4'-11 1/2"
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
VINYL
TILE
6'-6"
4'-8"
TOILET
7'-6 1/2"
3070
5 1/2"
6"
3070
5 1/2"
1'-5"
3'-4"
6'-9 3/4"
2
A2.1
14'-0"
85'-0"
44'-0"
11'-11 1/2"
11'-8"
5 1/2"
4'-5"
9'-5 1/2"
3070
3'-0"
5 1/2"
6070
12'-0"
14'-4"
6"
12'-8"
3'-0"
6070
TOOLS
AND EQUIPMENT
F.D.
F.D.
F.D.
F.D.
6"
DATE
ISSUE
12/09/14
FOR REVIEW
12/15/14
FOR REVIEW
1/12/15
FOR REVIEW
SCALE
AS NOTED
STAFF
LOCKERS
SEALED
CONCRETE
SEALED
CONCRETE
OFFICE
10'-1 1/2"
WASH
BAY
5 1/2"
2'-6"
UP
16R @
---"
15T @ 11"
6'-0"
8"
8'-5 1/2"
18'-10 1/2"
3070
5 1/2"
3070
2'-1"
5 1/2"
3070
F
40'-0"
SERVICE
GARAGE
12'-8"
41'-0"
F.D.
8"
8'-0"
12'-4"
6071
6070
5 1/2"
19'-0"
F.D.
FIRST FLOOR PLAN
TOILET
8'-1"
5,684 sq ft
1'-0"
7'-6"
19'-9"
5'-2"
1'-0"
12'-3"
1'-6"
28'-0"
12'-3"
1'-0"
1'-0"
12'-3"
1'-6"
28'-0"
12'-3"
1'-0"
3
A3.0
6'-4 1/2"
6"
3070
6"
6"
3070
6'-4 1/2"
1'-0"
27'-0"
6"
8"
3070
5'-0"
SEALED
CONCRETE
12'-3"
1'-0"
A1.0
1'-0"
1'-0"
1
A2.1
© 2014
Peninsula Associates Architects LLC
12
12
12
6'-0" X 6'-0"
FIXED
HEAD @ 15'-2" AFF.
TYP. FOR (3)
3'-0"
16'-0"
AFF
5'-0" X 5'-0"
CASEMENT (FIXED)
HEAD @ 12'-0" AFF.
TYP. FOR (2)
BEARING
ELEV. 13'-0" AFF
12
3
BEARING
ELEV. 10'-0" AFF
v 330.657.2800 | f 330.657.2419
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12
P.O. Box 235 | 1775 Main Street
Peninsula, OH 44264
CONTINUOUS RIDGE VENT
BEARING
ELEV. 10'-0" AFF
13'-0"
BEARING
ELEV. 8'-0" AFF
1'-0"
8'-0"
7"
2'-0"
5'-0" X 5'-0"
CASEMENT (FIXED)
HEAD @ 7'-0" AFF.
TYP. FOR (2)
FIRST FLOOR
ELEV. 0'-0" AFF
FIRST FLOOR
ELEV. 0'-0" AFF
0
12
6
12
6
CONTINUOUS RIDGE VENT
12
4
BEARING
ELEV. 17'-0" AFF
16'-0"
AFF
3'-0" X 5'-0"
CASEMENT
HEAD @ 15'-0" AFF.
TYP. FOR (2)
2'
4'
8'
Boston Mills Road, Richfield, OH 44286
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
BEARING
ELEV. 13'-0" AFF
3'-6"
17'-0"
2'-0"
BEARING
ELEV. 10'-0" AFF
BEARING
ELEV. 8'-0" AFF
1'-0"
ISSUE
12/09/14
FOR REVIEW
12/15/14
FOR REVIEW
1/12/15
FOR REVIEW
SCALE
AS NOTED
8'-0"
2'-6" X 4'-6"
CASEMENT
HEAD @ 6'-0" AFF.
TYP. FOR (4)
DATE
FIRST FLOOR
ELEV. 0'-0" AFF
FIRST FLOOR
ELEV. 0'-0" AFF
7"
1
RICHFIELD TOWNSHIP GOVERNMENT CENTER
SERVICE GARAGE
ELEV. -0'-7" BFF
SERVICE GARAGE
ELEV. -0'-7" BFF
EXTERIOR
ELEVATIONS
2
SIDE ELEVATION
SCALE: 1/4" = 1'-0"
0
2'
4'
8'
A2.0
© 2014
Peninsula Associates Architects LLC
BEARING
ELEV. 17'-0" AFF
12
3
1'-0"
1'-0"
BEARING
ELEV. 10'-0" AFF
17'-0"
3'-0" X 5'-0"
CASEMENT
HEAD @ 7'-0" AFF.
v 330.657.2800 | f 330.657.2419
www.pa-architects.com
P.O. Box 235 | 1775 Main Street
Peninsula, OH 44264
CONTINUOUS RIDGE VENT
BEARING
ELEV. 8'-0" AFF
12'-0" X 14'-0"
OVERHEAD
GARAGE DOOR
1'-0"
12'-0" X 14'-0"
OVERHEAD
GARAGE DOOR
12'-0" X 14'-0"
OVERHEAD
GARAGE DOOR
12'-0" X 14'-0"
OVERHEAD
GARAGE DOOR
12'-0" X 14'-0"
OVERHEAD
GARAGE DOOR
3'-0" X 7'-0"
MAN
DOOR
3'-0" X 7'-0"
MAN
DOOR
FIRST FLOOR
ELEV. 0'-0" AFF
7"
FIRST FLOOR
ELEV. 0'-0" AFF
0
CONTINUOUS RIDGE VENT
12
6
12
6
BEARING
ELEV. 13'-0" AFF
3'-0" X 5'-0"
CASEMENT
HEAD @ 7'-0" ASF.
TYP. FOR (2)
8'-0"
3'-0" X 2'-0"
CASEMENT
HEAD @ 10'-0" AFF.
TYP. FOR (3)
8'-0"
BEARING
ELEV. 17'-0" AFF
2'
4'
8'
Boston Mills Road, Richfield, OH 44286
REAR ELEVATION
SCALE: 1/4" = 1'-0"
3'-6"
2'-0"
BEARING
ELEV. 10'-0" AFF
MEZZANINE
ELEV. 9'-0" AFF
BEARING
ELEV. 8'-0" AFF
1'-0"
1'-0"
DATE
ISSUE
12/09/14
FOR REVIEW
12/15/14
FOR REVIEW
1/12/15
FOR REVIEW
SCALE
AS NOTED
FIRST FLOOR
ELEV. 0'-0" AFF
7"
FIRST FLOOR
ELEV. 0'-0" AFF
9'-0"
3'-0" X 5'-0"
CASEMENT
HEAD @ 7'-0" AFF.
TYP. FOR (9)
8'-0"
1
RICHFIELD TOWNSHIP GOVERNMENT CENTER
SERVICE GARAGE
ELEV. -0'-7" BFF
SERVICE GARAGE
ELEV. -0'-7" BFF
EXTERIOR
ELEVATIONS
2
SIDE ELEVATION
SCALE: 1/4" = 1'-0"
0
2'
4'
8'
A2.1
© 2014
Peninsula Associates Architects LLC
6"
10'-0 1/2"
7'-1"
6"
6"
8'-6 1/2"
8"
MECHANICAL
ROOM
WALL @
8'-0" AFF
3HR WALL
DN
16R @
6 3/4"
15T @ 11"
15'-0 1/2"
41'-0"
6"
6"
3'-6 1/2"
v 330.657.2800 | f 330.657.2419
www.pa-architects.com
6"
P.O. Box 235 | 1775 Main Street
Peninsula, OH 44264
3070
8"
LOFT
693 sq ft
3'-0"
32'-5"
3/4" T & G SHEATHING
8 X 8 HSS
6
8'-0"
2 X 10 @ 16" O.C. W/
2 X 8 COLLAR TIES
OR TRUSS
6 X 6 HSS
3'-9"
2'-0"
ENTRY
8 X 8 HSS
STANDING SEAM
METAL ROOF O/
METAL BUILDING ROOF PURLINS
SPACING PER METAL
BUILDING MANUFACTURER.
ICE GUARD AT ALL
EAVES UP 72".
WRAP OVER EDGE OF
FASCIA
60°
R-38 BATT INSULATION
FIRST FLOOR
ELEV 0'-0"
STANDING SEAM
METAL ROOF O/
15# FELT O/
7/16" OSB SHEATHING
FROST SLAB PER
STRUCTURAL
DRAWINGS
VARIES. REFER TO
ELEVATIONS
6"
5/8" GYP. BD.
ALUMINUM DRIP EDGE
DOUBLE TOP PLATE
HARDI SOFFIT W/ CONT.
RIGID VENT
WALL PANEL
R-19 BATT INSULATION
SECTION AT ENTRY
SCALE: 1/4" = 1'-0"
4
5
SECOND FLOOR LOFT PLAN
SCALE: 1/4" = 1'-0"
VARIES
REFER TO
EXTERIOR
ELEVATIONS
METAL BUILDING
"Z" GIRT. PROVIDE
(6) 1/2" X 1 1/4" BOLTS
(2) AT EACH COLUMN
CENTERLINE AND GIRT ENDS
12
12
6
6
VERTICAL SIDING
O/ HOUSE WRAP
O/ 7/16" APA RATED
EXTERIOR GRADE SHEATHING
ON 6" METAL STUDS @ 16" OC
METAL BUILDING COLUMN
BEARING
ELEV. 17'-0" AFF
TOOL AND EQUIPMENT LOFT
1/2" EXPANSION JOINT
FIRST FLOOR
ELEV. 0.00
17'-0"
4" CONCRETE SLAB W/
6X6 6/6 WWF. O/ 6 MIL.
VAPOR BARRIER O/
4" GRAVEL FILL
4" CONCRETE SLAB W/
6X6 6/6 WWF. O/ 6 MIL.
VAPOR BARRIER O/
4" GRAVEL FILL
BASE TRIM W/ DRIP EDGE
REINFORCING PER
STRUCTURAL DRAWINGS
8" SQUARE COLUMN.
REFER TO STRUCTURAL
2" X 2'-0" CONT. INSULATION
(HORIZ. AND VERT.)
2" X 2'-0" CONT. INSULATION
(HORIZ. AND VERT.)
24" WIDE TRENCH FOOTING
18" WIDE TRENCH FOOTING
REINFORCING PER
STRUCTURAL DRAWINGS
1
WALL SECTION AT METAL BUILDING
SCALE: 3/4" = 1'-0"
FIRST FLOOR
ELEV. 0'-0" AFF
SERVICE GARAGE
ELEV. -0'-7" BFF
REINFORCING PER
STRUCTURAL DRAWINGS
2
TYPICAL WALL SECTION
SCALE: 3/4" = 1'-0"
ISSUE
12/09/14
FOR REVIEW
12/15/14
FOR REVIEW
1/12/15
FOR REVIEW
SERVICE
GARAGE
SCALE
AS NOTED
8'-5 1/2"
FIRST FLOOR
ELEV. 0.00
3'-6"
DATE
13'-0"
BASE ANGLE
8'-6"
COLUMN BASE PLATE
AND ANCHORS BY
METAL BUILDING SUPPLIER
7"
WALL PANEL
METAL BUILDING
COLUMN
BEARING
ELEV. 13'-0" AFF
5/8" GYP. BD.
Boston Mills Road, Richfield, OH 44286
12
RICHFIELD TOWNSHIP GOVERNMENT CENTER
VARIES
INSULATION BAFFLE
BEARING
ELEV. 8'-0" AFF
NOTE:
TRUSS MFG. TO COORDINATE
HEEL HEIGHT WITH 2X10
ROOF FRAMING AND SUBMIT
TRUSS PLAN AND PROFILES
TO ARCHITECT FOR APPROVAL
PRIOR TO FABRICATION
15'-0"
PROVIDE FACED INSULATION O/
PURLINS AND DOWN FACE OF
EXTERIOR WALL. INSTALL
PER METAL BUILDING
SPECIFICATIONS
8"
12
9'-0"
A
2'-0"
BEARING
ELEV. 10'-0" AFF
4"
6 X 8 HSS
FIRST FLOOR
ELEV. 0'-0" AFF
SERVICE GARAGE
ELEV. -0'-7" BFF
WALL SECTIONS
3
BUILDIN SECTION
SCALE: 1/4" = 1'-0"
A3.0
© 2014
Peninsula Associates Architects LLC

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