A NEW RANGER STATION G E O - Macon, Georgia · a2.1 a2.2 a2.3 a2.4 a3.1 a4.1 a4.2 a5.1 wall...
Transcript of A NEW RANGER STATION G E O - Macon, Georgia · a2.1 a2.2 a2.3 a2.4 a3.1 a4.1 a4.2 a5.1 wall...
MACON, GEORGIA 31201
DUNWODY/BEELAND ARCHITECTS, INC.
300 MULBERRY STREET, SUITE 604
MACON, GEORGIA 31204
STRUCTURAL ENGINEER:
KORNEGAY ENGINEERING, INC.
363 PIERCE AVENUE
ARCHITECT:
CIVIL ENGINEER:
MACON, GEORGIA 31201
MACON, GEORGIA 31201
MECHANICAL ENGINEER:
ELECTRICAL ENGINEER:
ELECTRICAL DESIGN CONSULTANTS, INC.
175 NEW STREET, SUITE 1
TOTAL ENGINEERS
169 NEW STREET
MACON, GEORGIA 31210
(478) 742-5321
(478) 745-6161
(478) 743-8415
(478) 474-6772
(478) 781-1833
REEVES DESIGN
4875 RIVERSIDE DRIVE, SUITE 107
Title Sheet
T1.1
MOSLEY DIXON ROAD MACON, GEORGIA
FOR MACON-BIBB COUNTY
AT CLAYSTONE PARK
A NEW RANGER STATION
T1.1 TITLE SHEET
INDEX OF DRAWINGS
STRUCTURAL
S1.0
S2.0
ARCHITECTURAL
A2.1
A2.2
A2.3
A2.4
A3.1
A4.1
A4.2
A5.1 WALL SECTIONS
A5.2 WALL SECTIONS
A6.1
INTERIOR ELEVATIONS
A9.1
WALL SECTIONSA5.3
MECHANICAL
M0.1
PLUMBING
P0.1
MECHANICAL SPECIFICATIONS
M0.2
M0.3 MECHANICAL DETAILS
M1.1
M1.2 MAIN LEVEL MECHANICAL PLAN
ELECTRICAL
E0.1 ELECTRICAL LEGEND, SCHEDULES, & DETAILS
E3.1
E3.2
E4.1
SCHEDULES: COMMUNITY BUILDINGA3.2
WALL SECTIONSA5.4
A5.5
A5.6
P2.1
P2.2
P1.1
MECHANICAL SCHEDULES
E2.1
FOUNDATION AND FLOOR FRAMING PLAN
ROOF FRAMING PLAN
FOUNDATION/LOWER LEVEL FLOOR PLAN
FLOOR PLAN, ENLARGED PLANS AND ROOM FINISH SCHEDULE
NEW GATEHOUSE: PLAN, EXTERIOR ELEVATIONS AND INTERIOR ELEVATIONS
NEW RESTROOMS: FLOOR PLAN, EXTERIOR ELEVATIONS AND SECTIONS
SCHEDULES AND DETAILS
A3.3 NEW GATEHOUSE: SCHEDULES AND DETAILS
A3.4
DOOR DETAILS AND LOUVER TYPES
NEW RESTROOMS: INTERIOR ELEVATIONS, DOOR TYPE, DOOR FRAME,
EXTERIOR ELEVATIONS
BUILDING SECTIONS
NEW GATEHOUSE: WALL SECTIONS
NEW RESTROOMS: WALL SECTIONS
STAIR SECTIONS
A8.1 INTERIOR ELEVATIONS
A8.2
A8.3 INTERIOR ELEVATIONS DETAILS
REFLECTED CEILING PLAN
LOWER LEVEL MECHANICAL PLAN
PLUMBING SPECIFICATIONS & SCHEDULES
LOWER LEVEL PLUMBING PLAN
MAIN LEVEL PLUMBING PLAN - SEWER
MAIN LEVEL PLUMBING PLAN - WATER
E2.2
FOUNDATION/LOWER LEVEL FLOOR PLAN - LIGHTING
RISER DIAGRAMS AND SCHEDULES
RANGER STATION, GATEHOUSE AND RESTROOM FLOOR PLANS - LIGHTING
FOUNDATION/LOWER LEVEL FLOOR PLAN - POWER AND SYSTEMS
RANGER STATION, GATEHOUSE AND RESTROOM FLOOR PLANS - POWER AND SYSTEMS
CIVIL
C1 RANGER STATION: SITE LAYOUT, GRADING, OVERALL & DEMOLITIOM PLANS
C2 GATE HOUSE: SITE LAYOUT & GRADING, DEMOLITION, OVERALL LAYOUT PLANS & NOTES
C3 RESTROOM FACILITY #1: SITE LAYOUT & GRADING, DEMOLITION OVERALL LAYOUT PLANS & NOTES
C4 RESTROOM FACILITY #2: SITE LAYOUT & GRADING, DEMOLITION OVERALL LAYOUT PLANS & NOTES
C5 CONSTRUCTION SPECS
C6 CONSTRUCTION DETAILS & SPECS
C7 CONSTRUCTION DETAILS & SPECS
C8 CONSTRUCTION DETAILS & SPECS
C9 CONSTRUCTION DETAILS & SPECS
CONSTRUCTION DETAILS & SPECS C10
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
A2.1
Level PlanFoundation/Lower
DOORS
OVERHEAD TYPE
WALL
2x4 STUD
29'-
9‚
"13'-
0"
SCALE: „" = 1'-0"
FOUNDATION/LOWER LEVEL FLOOR PLAN
002
STORAGE
003
MECH
001
CART STORAGE
21 20
22
23
24'-4" 40'-11‚" 38'-8"14'-0…"
2'-0‡"8'-0"1'-6"8'-0"1'-4"
103'-11‚"
8…
"2
8'-
4•
"8
…"
1'-5‚"19'-5†"
3•
"1'-
5‚
"
M.O.M.O.
ƒ" SUBFLOOR
AT 16" O.C.
2x12 JOISTS
BATT INSULATION
FLASHING
SCALE: ƒ" = 1'-0"
SECTION1
A2.1
VA
RIE
S1'-
0"
4x8x16 CAP BLOCKS
8" CMU'S
16x16 PIER:
SEE STRUCT.
CONC. FOOTING:
3'-0"x3'-0"
(3)2x12
SEE STRUCT.
TOP FLANGE HANGERS:
W/ MECH. DRAWINGS
COORDINATE
4" CONC. SLABS:
9'-
8"
1'-3†"5'-5†"
14'-
8‚
"1'-
3†
"11'-
3‚
"
2
A4.2
5
A4.2
3
A4.2 1
A4.2
6
A4.2
CARPORT
SEE STRUCT.
ON GRADE:
4: CONC. SLAB
SEE STRUCT.
8" CMU'S TYP.
16x16 PIER:
9'-
6•
"
7†"
SEE STRUCT.
COLUMNS:
2'-0"
2'-
0"
25'-
9‚
"2'-
0"
13'-0…"
404-4"
7'-1ƒ"6'-10‚"
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Floor Plan
FLOOR PLANSCALE: „" = 1'-0"
13'-
6"
15'-
4"
8'-
0"
5'-
0"
41'-
10"
28'-
10"
13'-
0"
1
A2.2
100
RECEPTION
102
TOILET
104
STORAGE
105
OFFICE
106
AREA
INTERN'S
109
OFFICE
RANGER'S
112
BREAK
113
IT114
ELEC
115
STORAGE
116
FILE
117
LOCKER
WOMEN'S
118
WOMEN'S
119
LOCKER
MEN'S120
MEN'S
121
MECH
01
02
03
04
05
06
07
0809
10 11
12
13 14
15
16
17
18
19
VAULTED CEILING
VAULTED CEILING
ROOM NAMECEILING
REMARKSFLOOR BASE
ROOM FINISH SCHEDULE
101
WOOD
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
NO.ROOM
100
TOILET
OFFICE
MEN'S
WALL
FINISHMATERIAL MATERIAL FINISH
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
NO.ROOM
100GYP. BD.RECEPTION
STORAGE
INTERN'S AREA
DONALD'S OFFICE
CONFERENCE ROOM
RANGER'S OFFICE
RANGER'S OFFICE
BREAK
IT
ELECRICAL
STORAGE
FILE
WOMEN'S LOCKER
WOMEN'S
MEN'S LOCKER
MECHANICAL
PAINT
A
B C D CD D
C
C
C C C G
C
F F F E
H
101
RECEPTION
110
WORK
RECEPTION
DN
DN
A2.2
002 002
MECHANICAL
001 001
003 003
CART STORAGE
STORAGE
5'-6" 18'-10" 5'-0" 8'-4" 9'-2" 10'-8" 6'-10" 5'-0" 4'-7" 16'-10" 6'-9" 5'-6"
38'-8"40'-0"24'-4"
8'-6" 22'-7" 9'-8" 6'-2•" 6'-2•" 6'-2" 10'-0" 33'-8"
103'-0"
5•" 8'-7" 3•" 17'-2" 3•" 12'-9" 5•"
5•" 16'-1" 3•" 7'-8" 3•" 12'-7" 3•" 18'-7•" 3•" 16'-1•" 3•" 6'-1•" 3•" 12'-8•" 3•" 10'-1•" 5•"
3•"
5'-2•"
3•"
22'-7•"
3•"
8'-7"
3•"
7'-8"3•"16'-1"5•"
7'-
7"
LVT VINYL PAINT
WOODGYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
WOODGYP. BD. PAINTLVT PAINT
GYP. BD.
GYP. BD.
GYP. BD.
PAINTC.T. PAINTGYP. BD.GYP. BD./C.T.
PAINTC.T. PAINTGYP. BD.GYP. BD./C.T.
PAINTC.T. PAINTGYP. BD.GYP. BD./C.T.
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
GYP. BD. PAINTLVT PAINT
PAINTSEALED CONC. CMU
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
GYP. BD.
PAINTSEALED CONC. CMU
SEALED CONC. CMU
5•
"12'-
1"
3•
"
5'-
2"
3'-
1•
"
3•
"
6'-
8"
5•
"
8'-
0"
5'-
0"
5•
"10'-
1"3•
"
5'-
2"
3•
"12'-
1"
5•
"
12'-
6•
"5•
"
107
OFFICE
DONALD'S
7'-8" 3•"
3'-
1•
"
3•
"
SCALE: ‚" = 1'-0"
3
A4.1
4
A4.1
2
A4.1
1
A4.1
3•" 9'-5" 3•" 10'-0" 3•"
6"
3•" 10'-0" 3•" 9'-4•" 5•"
5•
"7'-
8"
3•
"4'-
1•
"3•
"
2
A2.2
ENLARGED FLOOR PLAN
A8.1
12
6
5
109
A8.1
11
A8.1
9
A8.1
OPP. HAND
11
A8.1
OPP. HAND
A8.1
12
106
5
OPP. HAND
SCALE: ‚" = 1'-0"
3
A2.2
ENLARGED FLOOR PLAN
THRESHOLD
MARBLE
THRESHOLD
MARBLE
THRESHOLD
MARBLE
A8.1
3
12
102
TOILET
3
A2.2
2
A2.2
ROD TYP.
CURTAIN W/
3'-4ƒ" 3'-4ƒ"
C.T.
C.T.
C.T.
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
VINYL
A8.1
7
14
8
103
HALL
111
HALL
HALL
HALL
A8.1
A8.2
17
15
16
12
14
A8.2 A8.21
2
3
4
5
6
8
7
108
ROOM
COFERENCE
A8.213
11
9
4
A8.1
A8.113 18
37'-5" 5•" 5'-9"
5•"
5'-9"
5•"
5'-9"
5•"
5'-9" 5•"
5•
"5'-
6"
SCREEN
COMPOSITE DECKING
CARPORT
SEE STRUCT.
ON GRADE:
4: CONC. SLAB
14'-6"
28'-
4•
"
8…
"1'-
3†
"8
…"
1'-
3†
"
1'-0" 1'-0"
BRICK ROWLOCK
2
A6.1
1
A6.1
4
A6.1
1
A6.2
BRICK ROWLOCK
5'-0"6'-4"56'-10•" 5'-
5†
"2'-
9"
2
A6.2
D.S. D.S. D.S. D.S.
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
FLOOR PLANSCALE: ‚" = 1'-0"
17'-1"
2'-0" 13'-1" 2'-0"
3'-
0"
9'-
1"
3'-
0"
15'-
1"
BOLLARDSBOLLARDS
3•" 6'-2" 3•" 6'-0•"
3•"
3•
"6'-
10"
3•
"7'-
4•
"3•
"
ELEVATIONSCALE: ‚" = 1'-0"
ISLAND
CONC.
BOLLARD
WINDOW
SLIDING SEVICE
BRICK VENEER
WINDOW
SLIDING SEVICE
BOLLARD
ISLAND
CONC.
BRICK VENEER
ISLAND
CONC.
BOLLARD
BRICK VENEER
BOLLARD
ISLAND
CONC.
ELEVATIONSCALE: ‚" = 1'-0"
ELEVATIONSCALE: ‚" = 1'-0"
ELEVATIONSCALE: ‚" = 1'-0"
MIRROR
PIPES
INSUL.
ELEVATIONSCALE: ‚" = 1'-0"
1'-4" 1'-3"
2'-
10"
3'-
4"
40"
MIRROR
BOTTOM OF
GWB
BASE
VINYL
2'-4"
2'-
6"
1'-
6"
1'-
6"
HOLDER
PAPER
WALL
ON
SUPPORTS
W/ 1x4
SHELVES
ƒ" PLYWD.
BASE
VINYL
SPACE
KNEE
BASE
VINYL
REF
U.C.
MICRO
1'-6" 4'-6" 1'-6" 3'-0" 2'-0"
2'-
6"
SHELF BRACKET
2'-
6"
REF
U.C.
2'-
6"
WINDOW
SEVICE
SLIDING
WINDOW
SEVICE
SLIDING
4'-3"
100
WORK
101
TOILET
102
IT
1'-8•"3•" 1'-8•" 3•"
3•
"2'-
8•
"3•
"8'-
6"
3•
"2'-
8•
"3•
"
RIDGE VENT
METAL ROOF
STANDING SEAM
SIDING
FIBER CEMENT
BRICK ROWLOCK BRICK ROWLOCK
SIDING
FIBER CEMENT
METAL ROOF
STANDING SEAM
RIDGE VENT
RIDGE VENT
METAL ROOF
STANDING SEAM
SIDING
FIBER CEMENT
WINDOW
ALUM. STOREFRONT
BRICK ROWLOCK
RIDGE VENT
METAL ROOF
STANDING SEAM
SIDING
FIBER CEMENT
BRICK ROWLOCK
BOARD TRIM TYP.
1x6 FIBER CEMENT
BRICK VENEER
INSIDE CORNER
BOARD TRIM AT
1x4 FIBER CEMENT
BOARD TRIM TYP.
1x6 FIBER CEMENT
INSIDE CORNER
BOARD TRIM AT
1x4 FIBER CEMENT
BOARD TRIM TYP.
1x6 FIBER CEMENT
INSIDE CORNER
BOARD TRIM AT
1x4 FIBER CEMENT
BOARD TRIM TYP.
1x6 FIBER CEMENT
INSIDE CORNER
BOARD TRIM AT
1x4 FIBER CEMENT
6'-6•" 6'-6•"
2'-0" 13'-1" 2'-0"
4'-
6•
"2'-
0"
2'-
0"
6•
"
1'-0"
1'-5•" 17'-1" 1'-5•"
20'-0"
1'-0"
2'-
6•
"2'-
0"
2'-
0"
2'-
0"
6•
"
9'-
1"
MICRO
REF
U.C.
A
B B
01
02
03
BASE
VINYL
GWB GWB
4'-
6"
2'-0"
DISP.
TOWEL
PAPER
MOUNTED
SURFACE
4'-
2"
2'-9"SOAP DISP.
MOUNTED
SURFACE
ISLAND
EDGE/CONC.
ISLAND
EDGE/CONC.
1
7ELEVATION
SCALE: ‚" = 1'-0"
12ELEVATION
SCALE: ‚" = 1'-0"
11ELEVATION
SCALE: ‚" = 1'-0"
10ELEVATION
SCALE: ‚" = 1'-0"
9ELEVATION
SCALE: ‚" = 1'-0"
8
3 4 5 6
7
89 A2.3
A2.3 1211
10
5
A2.3
4
A2.33
A2.3
6
A2.3
A2.3
& Interior ElevationsPlan, Exterior ElevationsNew Gatehouse:
1
A5.5
2
A5.5
2
A5.5
3
A5.5
5
A5.5
4
A5.5
SCALE: ‚" = 1'-0"
2ROOF FRAMING PLAN
(2) 2x10
(2) 2x10
RID
GE
BE
AM
(2) 2x10
2x8
AT
16"
1
A5.5
2
A5.5
2
A5.5
3
A5.5
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
FLOOR PLANSCALE: ‚" = 1'-0"
ELEVATIONSCALE: ‚" = 1'-0"
ELEVATIONSCALE: ‚" = 1'-0" SCALE: ‚" = 1'-0"
ELEVATIONSCALE: ‚" = 1'-0"
SECTION
FDFD
28'-0"
21'-
5•
"
7†
"11'-
4ƒ
"7
†"
7†"12'-5ƒ"
5†"
10"
5†"
12'-5ƒ"7†"
ROOF OVERHANG
COMPOSITE WOOD DECKING
PREFINISHED METAL LOUVERS
COMPOSITE WOOD DECKING
SPLIT FACE CMU
6x6 PT WOOD POST
COMPOSITE WOOD DECKING
PREFINISHED METAL LOUVERS
SPLIT FACE CMU
MEN
WOMEN
SectionsPlan, Elevations & New Restrooms:
5'-6"17'-0"5'-6"
ƒ"
5•"
5'-0"
5•"
5'-0"
5•"
5'-1•"
5•"
5'-0"
5•"
5'-0"
5•"
ƒ"
5•
"8'-
4" 6" 6"
9'-
3•
"
CONCRETE SLAB
01 01
A2.41
5 6
3 4
5
A2.4
3
A2.4
4
A2.4
6
A2.4
6
A2.4
1
A5.6
1
A5.6
2
A5.6
SCALE: ‚" = 1'-0"
2ROOF FRAMING PLAN
(2) 2
x10
RID
GE
BE
AM
(2) 2x10
(2) 2x10
(2) 2x10
(2) 2x10
2x8
AT
16"
3
A5.6
3
A5.6
1
A5.6
2
A5.6
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
A3.1
Schedules
SCALE: …" = 1'-0"
ALUM. FRAME TYPES
A
9'-
2"
7'-
0"
2"
2'-
0"
4
12
2"
3'-
0"
2"
3'-
8"
2"
1'-
10"
2"
2"
2'-
5„
"
13'-
8†
"
2" 3'-6" 2" 2'-11" 2" 2'-11" 2" 3'-6" 2"
13'-8"
2"
2" 3'-8" 2" 3'-8" 2" 3'-8" 2" 3'-8" 2"
2"
3'-
0"
2"
3'-
8"
2"
1'-
10"
2"
9'-
2"
15'-6"
B
6'-
0"
2"
3'-
8"
2"
1'-
10"
2"
2" 2'-3" 2" 2'-3" 2"
5'-0"
C
6'-
0"
2"
3'-
8"
2"
1'-
10"
2"
2" 2'-7" 2" 2'-7" 2"
5'-8"
D
2"
1'-
10"
2"
2" 2'-3" 2" 2'-3" 2"
5'-0"
2'-
2"
E
2"
1'-
10"
2"
2'-
2"
2" 2'-2" 2"
2'-6"
F
2"
6'-
0"
3'-
8"
2"
1'-
10"
2"
10'-4"
2" 2'-4•" 2" 2'-4•" 2" 2'-4•" 2" 2'-4•" 2"
G
2"
3'-
0"
2"
3'-
8"
2"
1'-
10"
2"
9'-
2"
12'-10"
2" 3'-0" 2" 3'-0" 2" 3'-0" 2" 3'-0" 2"
H
7'-
0"
DOOR TYPESSCALE: …" = 1'-0"
A
SE
E
SC
HE
DU
LE
SCHEDULESEE
ALUM. WIDE STILE
B
SE
E
SC
HE
DU
LE
SCHEDULESEE
H. M.
C
SE
E
SC
HE
DU
LE
SCHEDULESEE
SOLID CORE
SCALE: …" = 1'-0"
1
2" 2"
7'-
0"
2"
SCHEDULESEE
DOOR SCHEDULE
REMARKSSIZETYPEHEAD JAMB SILL
DET DET DETDWG DWG DWG
MAT. GA.GLASS
TYPE TYPE GA.WIDTH
DOOR
DOOR
NO. MAT.
LA
BE
L
KEY NO.
DO
OR
SET
HW.
FRAME
A A A3.2 5 A3.201
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
3'-0"x7'-0"x1ƒ" 2HM
1 H.M. 14
B
1 H.M. 14
ALUM. ALUM.
3'-0"x7'-0"x1ƒ" 2
3'-0"x8'-0"x1ƒ" 1
PR. 3'-0"x7'-0"x1ƒ"
C
C 1 H.M. 143'-0"x8'-0"x1ƒ"WOOD
3'-0"x7'-0"x1ƒ" H
3'-0"x8'-0"x1ƒ"WOODC 1 H.M. 14
3'-0"x8'-0"x1ƒ"WOODC 1 H.M. 14
WOODC 1 H.M. 14
3'-0"x8'-0"x1ƒ"WOODC 1 H.M. 14
3'-0"x8'-0"x1ƒ"WOODC 1 H.M. 14
3'-0"x8'-0"x1ƒ"WOODC 1 H.M. 14
3'-0"x8'-0"x1ƒ"WOODC 1 H.M. 14
3'-0"x8'-0"x1ƒ"WOODC 1 H.M. 14
3'-0"x8'-0"x1ƒ"WOODC 1 H.M. 14
3'-0"x8'-0"x1ƒ"WOODC 1 H.M. 14
7ƒ"
7ƒ"
5ƒ"
ALUM.A
HMB
WOOD
PR. 2'-6x7'-0"x1ƒ"
3'-0"x7'-0"x1ƒ"
3'-0"x8'-0"x1ƒ"
C WOOD
C WOOD
C WOOD
1 H.M.
4•"
1'-
11•
"
ALUM.
H.M.
H.M.
H.M.
2" 2"3'-0"
7'-
0"
2"
1'-
10"
2"
9'-
2"
2
7ƒ"
5ƒ"
5ƒ"
5ƒ"
4•"
5ƒ"
5ƒ"
5ƒ"
5ƒ"
5ƒ"
5ƒ"
5ƒ"
5ƒ"
5ƒ"
5ƒ"
14
14
14
14
H.M. FRAME TYPES
METAL DOOR
OVER HEAD
8'-
3"
8'-0"
20 MTLD 208'-0"x8'-0"
21 MTLD 218'-0"x8'-0"
22 223'-0"x7'-0"x1ƒ" 2 5ƒ"HMB H.M. 14
23 233'-0"x7'-0"x1ƒ" 3 5ƒ"HMB H.M. 14
D
3
2" 2"
7'-
0"
4"
SCHEDULESEE
4 A3.214
A3.216 18 A3.2 19 A3.2
A3.216 18 A3.2 19 A3.2
A3.21 2 A3.2 _ A3.2
A3.2 A3.24 A3.275 & 6
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.21 2 A3.2 _ A3.2
A3.222 23 A3.2 24 A3.2
A3.222 23 A3.2 24 A3.2
A3.220 21 A3.2 _ A3.2
A3.220 21 A3.2 _ A3.2
SIM.8
A3.2
4
A3.2
13
A3.2
14
A3.2
10
A3.2
11
A3.2
9
A3.2
13
A3.2SIM.
11
A3.2
10
A3.2
9
A3.2
9
A3.2
9
A3.2
9
A3.2
9
A3.2
12
A3.2
10
A3.2
10
A3.212
A3.2
10
A3.2
12
A3.2
12
A3.2
10
A3.2
10
A3.212
A3.2
3
A3.2
4
A3.2
6
A3.2
PR. 2'-6x7'-0"x1ƒ"
UNDERCUT DOOR
UNDERCUT DOOR
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
1'-
1‚
"
Details
SCALE: 1•" = 1'-0"
1
A3.2 SCALE: 1•" = 1'-0"
2
A3.2 SCALE: 1•" = 1'-0"
3
A3.2 SCALE: 1•" = 1'-0"
4
A3.2 SCALE: 1•" = 1'-0"
5
A3.2
6
A3.2
SCALE: 1•" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1•" = 1'-0"
10
A3.2
11
A3.2
12
A3.2SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"
7
A3.2
8
A3.2
9
A3.2
SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"
13
A3.2
14
A3.2
15
A3.2
16
A3.2
17
A3.2
18
A3.2
SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"
24
A3.2
19
A3.2
20
A3.2
21
A3.2
22
A3.2
23
A3.2
SCALE: 1•" = 1'-0"
A3.2
4•
"
2"
ALUM. STOREFRONT
1" INSUL. GLASS
SCHEDULE
DOOR - SEE
CAULK
FIBER CEMENT SIDING
2" 4•"
2"
4"
†"
2" †"
SCHEDULE
DOOR - SEE
SOLID
FRAME - GROUT
HOLLOW METAL
SIDE
CAULK EACH
SEE STRUCT.
MASONRY LINTEL
5ƒ"
SCHEDULE
DOOR - SEE
SOLID
FRAME - GROUT
HOLLOW METALSEE STRUCT.
8" NOM. CMU
MASONRY ANCHOR
SIDE
CAULK EACH
5ƒ
"
ALUM. STOREFRONT1" INSUL. GLASS
4•"
2"
SCHEDULE
DOOR - SEE
8„
"
SCHEDULE
DOOR - SEE
1'-1‚"
AT 16" O.C. VERT.
HORIZ. REINF.
FLASHING
MODULAR BRICK
STEEL LINTEL
8" CMU
8" CMU LINTEL
OF OPENING TYP.
AT HEAD AND JAMBS
1/4" TK. BENT PLATE
SCHEDULE
DOOR - SEE
ATTACH PER MFG.
TRACK ASSEMBLY
SEE STRUCT.
8" NOM. CMU
AT JAMB
‚" TK. BENT PLATE
MODULAR BRICK
4"
IN CONC. AT 16" O.C.
WELDED TO ANGLE, SET
W/ #4 REBARS 4" LONG
3"x3"x‚" STL. ANGLE
SCHEDULE
DOOR - SEE
ATTACH PER MFG.
TRACK ASSEMBLY
SEE STRUCT.
CONC. SLAB -
ALUM. STOREFRONT
1" INSUL. GLASS
ƒ" SUBFLOOR
SEE SCHEDULE
FINISH FLOOR
•" PMJ TYP.
BRICK ROWLOCK
4" CONC.
MODULAR BRICK
FLASHING
W/MOISTURE BARRIER
SHEATHING COVERED
8•" •" 2"
8•
"•
"2"
CAULK
†" GYP. BD.
2x6 STUDS
CAULK
FLASHING
2"
4•
"
2"4•"
CAULK TYP.
SHIM TYP.
STOREFRONT TYP.
ALUM.
2"
4•"
CAULK TYP.
FLASHING
BOARD TRIM
1x6 FIBER CEMENT
†" GYP. BD.
CAULK
STOREFRONT
ALUM.
FIBER CEMENT SIDING
CAULK
SHIM
W/MOISTURE BARRIER
SHEATHING COVERED
SEE STRUCT.
11‚" LVL HEADER
INSULATION
BLOWN-IN
2"
2" 4•"
CAULK
†" GYP. BD.
AT 16" O.C.
2x6 STUDS
BATT INSULATION
…"
2"
2" 4•"
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
CAULK
BOARD TRIM
1x FIBER CEMENT
FLASHING
W/MOISTURE BARRIER
SHEATHING COVERED
†" GYP. BD.
STOREFRONT
ALUM.
CAULK
SHIM
SEE STRUCT.
11‚" LVL HEADER
INSULATION
BLOWN-IN
@ 2'-0" O.C.
TRUSSES
MANUFACTURED
2" 4•"
2"
CAULK
SC
HE
DU
LE
SE
E
AT 16" O.C.
WOOD STUDS
EA. SIDE
†" GYP. BD.
FRAME
HOLLOW METAL
SCHEDULE
DOOR - SEE
2" †"
SCHEDULE
SEE
AT 16" O.C.
WOOD STUDS
EA. SIDE
†" GYP. BD.
FRAME
HOLLOW METAL
SCHEDULE
DOOR - SEE
2"
†"
HEAD DETAIL JAMB DETAIL HEAD DETAIL HEAD DETAIL JAMB DETAIL JAMB DETAIL
SILL DETAIL HEAD DETAIL HEAD DETAIL JAMB DETAIL JAMB DETAIL
ALUM. SUB FRAME
SPACER AS REQD.
•" PLYWD.
2x HEADER W/
SEE SCHEDULE
FINISH FLOOR -
TRUSSES
MANUFACTURED
INSULATION
BLOWN-IN
†" GYP. BD.
SEE STRUCT.
11‚" LVL HEADER
SHIM
ALUM. STOREFRONT
@ 2'-0" O.C.
TRUSSES
MANUFACTURED
†" GYP. BD.
TRUSSES
MANUFACTURED
†" GYP. BD.
INSULATION
BATT
AT 16" O.C.
2x6 STUDS
CAULK
SHIM
STOREFRONT
ALUM.
FLASHING
BOARD TRIM
1x6 FIBER CEMENT
CAULK
FLASHING
W/MOISTURE BARRIER
SHEATHING COVERED
BOARD TRIM
1x FIBER CEMENT
STOREFRONT
ALUM.
SHIM
WINDOW SILL
SOLID SURFACE
W/MOISTURE BARRIER
SHEATHING COVERED
FIBER CEMENT SIDING
CAULK
BOARD TRIM
1x6 FIBER CEMENT
FLASHING
CAULK
ALUM. SUB FRAME
MOISTURE BARRIER
AT 48" O.C.
WEEP HOLES
•" PMJ TYP.
4" CONC.
SILL DETAIL
SILL DETAIL SILL DETAIL HEAD DETAIL HEAD DETAIL JAMB DETAIL
MODULAR BRICK
FLASHING
•" PMJ TYP.
BRICK ROWLOCK
4" CONC.ƒ" SUBFLOOR
SEE SCHEDULE
FINISH FLOOR
DOOR
ALUM. STOREFRONT
INSUL. GLASS
THRESHOLD
ADA COMPLIANT
7ƒ"
†"
2"H.M. FRAME
H.M. STOP
INSUL. GLASS
CAULK
INSULATION
BLOWN-IN
†" GYP. BD.
SEE STRUCT.
HEADER
FLASHING
BOARD TRIM
1x6 FIBER CEMENT
CAULK
W/MOISTURE BARRIER
SHEATHING COVERED
TRUSSES
MANUFACTURED
FIBER CEMENT SIDING
H.M. FRAME
H.M. DOOR
H.M. STOP
7ƒ"
†"
2"
†"
INSUL. GLASS
CAULK
†" GYP. BD.
AT 16" O.C.
2x6 STUDS
INSULATION
BATT
FIBER CEMENT SIDING
W/MOISTURE BARRIER
SHEATHING COVERED
SCHEDULE
DOOR - SEE
7ƒ
"
2" †"
FRAME
HOLLOW METAL
CAULK
BOARD TRIM
CEMENT
1x6 FIBER
CAULK
H.M. STOP
INSUL. GLASS
CAULK
†" GYP. BD.
AT 16" O.C.
2x6 STUDS
INSULATION
BATT
FIBER CEMENT SIDING
W/MOISTURE BARRIER
SHEATHING COVERED
7ƒ
"
2" †"
FRAME
HOLLOW METAL
CAULK
BOARD TRIM
CEMENT
1x6 FIBER
CAULK
7ƒ
"
INSUL. GLASS
FRAME
HOLLOW METAL
SCHEDULE
DOOR - SEE
AT 16" O.C.
WOOD STUDS
TYP.
†" GYP. BD.
BATT
SOUND
STOREFRONT
ALUM.
CAULK
SHIM
CAULK
DOOR
STOREFRONT
ALUM.
MODULAR BRICK
FLASHING
•" PMJ TYP.
BRICK ROWLOCK
4" CONC.ƒ" SUBFLOOR
SEE SCHEDULE
FINISH FLOOR
SCHEDULE
DOOR - SEE
THRESHOLD
ADA COMPLIANT
SCHEDULE
DOOR - SEE
JAMB DETAIL
SILL DETAIL HEAD DETAIL JAMB DETAIL HEAD DETAIL JAMB DETAIL SILL DETAIL
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
A3.4
Louver TypesDoor Details AndInterior Elevations,New Restrooms:
ELEVATIONSCALE: ‚" = 1'-0"
H.C.H.C. H.C.
40" MAX.
MIRROR
BOTTOM OF
3'-
4"
2'-
10"
1'-6" 2'-10"
2'-
4ƒ
"
2'-6"
STATION
CHANGING
BABY
PIPES
INSUL.
MEN
BAR
GRAB
MEN
BAR
GRAB
WOMEN
BAR
GRAB
PARTITIONS TYP.
OVERHEAD BRACED
PARTITIONS TYP.
OVERHEAD BRACED
2'-
9"
6"3'-0"
2'-
9"
6" 3'-0"
HOLDER
PAPER
3'-8" 3'-1" 3'-1"
WOMEN
BAR
GRAB
2'-10"
2'-
0"
1'-0" 3'-6"
2'-
9"
HOLDER
PAPER
MEN
3'-8"3'-1"3'-1"2'-10"
2'-
0"
1'-0"3'-6"
2'-
9"
SCALE: …" = 1'-0"
1
2" 2"
7'-
0"
2"
H.M. FRAME TYPESCALE: …" = 1'-0"
3'-0"
DOOR TYPE
7'-
0"
PAINTED
CMU:
PAINTED
CMU:
PAINTED
CMU:
PAINTED
CMU:
BOARD TRIM
CEMENT
5/4 FIBER
BOARD TRIM
CEMENT
5/4 FIBER
LOUVER
METAL
PREFINISHED
LOUVER
METAL
PREFINISHED
SCALE: …" = 1'-0"
LOUVER TYPES
L1
5
12
10'-6"
4"
4'-
4•
"
4'-
8•
"
ON INTERIOR
W/ INSECT SCREEN
METAL LOUVER
PREFINISHED
10'-6"
L2
ON INTERIOR
W/ INSECT SCREEN
METAL LOUVER
PREFINISHED 5
12
4"
4'-
4•
"
4'-
8•
"
SOAP DISP.
MOUNTED
SURFACE
MIRROR
STEAL
STAINELSS
4'-
2"
DISP.
TOWEL
PAPER
MOUNTED
SURFACE
DECKING
COMPOSITE WOOD
4'-
6"
2'-0"
DECKING
COMPOSITE WOOD
2'-0"
DISP.
TOWEL
PAPER
MOUNTED
SURFACE
PAINTED
CMU:
BOARD TRIM
CEMENT
5/4 FIBER
LOUVER
METAL
PREFINISHED
WOMEN
TYP. OF 3
DISPOSAL
NAPKIN
SANITARY
MOUNTED
SURFACE
DECKING
COMPOSITE WOOD
4'-2"
2'-
6"
01
1ƒ" H. M.
2" †"
SOLID
FRAME - GROUT
HOLLOW METAL
MASONRY ANCHOR
SIDE
CAULK EACH
5ƒ
"
1ƒ" H.M. DOOR
2"
†"
SIDE
CAULK EACH
5ƒ"
1ƒ" H.M. DOOR
FRAME
HOLLOW METAL
GRADE PLYWD.
W/•" EXTERIOR
HEADER: (3) P.T. 2x10
WOOD DECKING
COMPOSITE
2x6 NOM.
@ 16" O.C.
PT 2x6s
FACE CMU
8" NOM. SPLIT
2" †"
SOLID
FRAME - GROUT
HOLLOW METAL
5ƒ
"
1ƒ" H.M. DOOR
SIDE
CAULK EACH
WOOD DECKING
COMPOSITE
2x6 NOM.
@ 16" O.C.
PT 2x6s
THRESHOLD
ADA COMPLIANT
1ƒ" H.M. DOOR
•" PMJ TYP.
4" CONC.
SEE STRUCT.
CONCRETE SLAB
REINFORCED
1
A3.4
ELEVATIONSCALE: ‚" = 1'-0"
2
A3.4
ELEVATIONSCALE: ‚" = 1'-0"
3
A3.4
ELEVATIONSCALE: ‚" = 1'-0"
4
A3.4
ELEVATIONSCALE: ‚" = 1'-0"
5
A3.4
ELEVATIONSCALE: ‚" = 1'-0"
6
A3.4
3'-0"
7
A3.4
8
A3.4SCALE: 1•" = 1'-0"
HEAD DETAILSCALE: 1•" = 1'-0"
JAMB DETAIL10
A3.4 SCALE: 1•" = 1'-0"
SILL DETAIL9
A3.4 SCALE: 1•" = 1'-0"
JAMB DETAIL
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
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un
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
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AR
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A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Exterior Elevations
A4.1SCALE: „" = 1'-0"SCALE: „" = 1'-0"
SCALE: „" = 1'-0" SCALE: „" = 1'-0"
RIGHT SIDE ELEVATION REAR ELEVATION
LEFT SIDE ELEVATION FRONT ELEVATION2
A4.1
1
A4.1
4
A4.1
3
A4.1
W/7" EXPOSURE
FIBER CEMENT SIDING
METAL ROOF
STANDING SEAM
RIDGE VENT
BOARD TRIM
1x6 FIBER CEMENT
INSIDE CORNER
BOARD TRIM AT
1x4 FIBER CEMENT
MODULAR BRICK
BRICK ROWLOCK
4
A4.2
1
A4.2
3
A4.2
5
A4.2
2
A4.2
6
A4.2
4
A4.2
6
A4.2
2
A4.2
5
A4.2
3
A4.2
1
A4.2
1
A5.1
FF 416.33
FF 404.33
FF 416.33
FF 404.33
FF 416.33
FF 416.33 FF 416.33
1
A5.1
2
A5.1
RIDGE VENT
METAL ROOF
STANDING SEAM
W/7" EXPOSURE
FIBER CEMENT SIDING
SEE MECH.
LOUVER
BOARD TRIM
1x6 FIBER CEMENT
INSIDE CORNER
BOARD TRIM AT
1x4 FIBER CEMENT
MODULAR BRICK
BRICK ROWLOCK
RIDGE VENT
METAL ROOF
STANDING SEAM
BRICK ROWLOCK
BOARD TRIM
1x6 FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDING
INSIDE CORNER
BOARD TRIM AT
1x4 FIBER CEMENT
MODULAR BRICK
BRICK ROWLOCK
COLUMNS: SEE STRUCT.
MODULAR BRICK PIER
RIDGE VENT
METAL ROOF
STANDING SEAM
BRICK ROWLOCK
COLUMNS: SEE STRUCT.
MODULAR BRICK PIER
BOARD TRIM
1x6 FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDING
MODULAR BRICK
BRICK ROWLOCK
GUTTER
HALF ROUND
INTO DRAIN PIPE
DOWNSPOUT TIED
GUTTER
HALF ROUND
INTO DRAIN PIPE
DOWNSPOUT TIED
2
A5.3
SCREEN WALL
SEE 2/A5.3
SCREEN WALL
2
A6.1
1
A6.1
4
A6.1
D.S.D.S.
D.S.
D.S.
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
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Web:
ww
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
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AR
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A N
EW R
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12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Building Sections
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
A4.2
2
A4.2 3
A4.2
5
A4.2
4
A4.2
6
A4.2
BUILDING SECTIONBUILDING SECTION
BUILDING SECTION
BUILDING SECTION
BUILDING SECTION
12
7
4
12
12
7
12
4
12
7
12
4
WOOD CEILING
7
12
4
12
12
7 7
12
12
5 5
12
SCALE: ‚" = 1'-0"
1
A4.2
BUILDING SECTION
12
7
12
7
FF ELEV. 416.33
FF ELEV. 404.33
FF 416.33
FF 416.33
W/ MECH. DRAWINGS
COORDINATE
4" CONC. SLAB:
W/ MECH. DRAWINGS
COORDINATE
4" CONC. SLAB:
FINISH GRADE
FINISH GRADE
12
7
12
7
1
A5.4
118
WOMEN'S
111
HALL
115
STORAGE
100
RECEPTION
101
RECEPTION
119
MEN'S LOCKER
111
HALL
112
BREAK
109
RANGER'S OFFICE
108
CONFERENCE ROOM
107
DONALD'S OFFICE
108
CONFERENCE ROOM
106
INTERN'S AREA
CARPORT
2
A5.1
OPP. HAND
3
A5.3
4
A5.1
3
A5.1
OPP. HAND
2
A5.4
OPP. HAND
2
A5.3
1
A5.3
FF 416.33
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
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Web:
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un
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
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OU
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LA
YS
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AR
K
A N
EW R
AN
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TA
TIO
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12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Building Sections
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
A4.2
2
A4.2 3
A4.2
5
A4.2
4
A4.2
6
A4.2
BUILDING SECTIONBUILDING SECTION
BUILDING SECTION
BUILDING SECTION
BUILDING SECTION
12
7
4
12
12
7
12
4
12
7
12
4
WOOD CEILING
7
12
4
12
12
7 7
12
12
5 5
12
SCALE: ‚" = 1'-0"
1
A4.2
BUILDING SECTION
12
7
12
7
FF ELEV. 416.33
FF ELEV. 404.33
FF 416.33
FF 416.33
W/ MECH. DRAWINGS
COORDINATE
4" CONC. SLAB:
W/ MECH. DRAWINGS
COORDINATE
4" CONC. SLAB:
FINISH GRADE
FINISH GRADE
12
7
12
7
1
A5.4
118
WOMEN'S
111
HALL
115
STORAGE
100
RECEPTION
101
RECEPTION
119
MEN'S LOCKER
111
HALL
112
BREAK
109
RANGER'S OFFICE
108
CONFERENCE ROOM
107
DONALD'S OFFICE
108
CONFERENCE ROOM
106
INTERN'S AREA
CARPORT
2
A5.1
OPP. HAND
3
A5.3
4
A5.1
3
A5.1
OPP. HAND
2
A5.4
OPP. HAND
2
A5.3
1
A5.3
FF 416.33
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
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AR
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A N
EW R
AN
GE
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TA
TIO
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12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
A5.1
Wall Sections
4
A5.1
3
A5.1
2
A5.1
1
A5.1 SCALE: ƒ" = 1'-0"
WALL SECTIONSCALE: ƒ" = 1'-0"
WALL SECTIONSCALE: ƒ" = 1'-0"
WALL SECTIONSCALE: ƒ" = 1'-0"
WALL SECTION
12
7
BOARD TRIM
1x6 FIBER CEMENT
DRIP EDGE
2x10 SUB-FASCIA
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
(SEE CIVIL PLAN)
FINISH GRADE (VERIFY)
TRUSSES
MANUFACTURED
INSULATION
BLOWN-IN
ATTIC CIRCULATION
BETWEEN TRUSSES FOR
BAFFLE AT EACH SPACE
CORRUGATED AIR VENT
†" GYP. BD.
SEE STRUCT.
11‚" LVL HEADER
CAULK
WINDOW SILL
SOLID SURFACE
CAULK
†" GYP. BD.
AT 16" O.C.
2x6 STUDS
BATT INSULATION
P.T. 2x6 PLATE
ROOF DECK
EACH TRUSS
2x10 SCAB AT
3'-0"
SHIM
ALUM. STOREFRONT
3'-
2"
6'-
1"
R.O.
10'-
5‚
"
SUBFLOOR
12
5
TRUSSES
MANUFACTURED
INSULATION
BLOWN-IN
CAULK
†" GYP. BD.
WINDOW SILL
SOLID SURFACE
CAULK
†" GYP. BD.
AT 16" O.C.
2x6 STUDS
BATT INSULATION
DRIP EDGE
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
ATTIC CIRCULATION
BETWEEN TRUSSES FOR
BAFFLE AT EACH SPACE
CORRUGATED AIR VENT
BOARD TRIM
1x6 FIBER CEMENT
2x10 SUB-FASCIA
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
(SEE CIVIL PLAN)
FINISH GRADE (VERIFY)
P.T. 2x6 PLATE
SEE STRUCT.
11‚" LVL HEADER
ROOF DECK
EACH TRUSS
2x10 SCAB AT
4'-1ƒ"
SHIM
ALUM. STOREFRONT
SUBFLOOR
3'-
2"
6'-
1"
R.O.
10'-
5‚
"
FLASHING
BOARD TRIM
1x6 FIBER CEMENT
DRIP EDGE
BOARD TRIM
1x12 FIBER CEMENT
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
ATTIC CIRCULATION
BETWEEN TRUSSES FOR
BAFFLE AT EACH SPACE
CORRUGATED AIR VENT
ROOF DECK
EACH TRUSS
2x10 SCAB AT
3'-0"
2x10 SUB-FASCIA
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
7
12
INSULATION
BLOWN-IN
10'-
5‚
"
†" GYP. BD.
SEE STRUCT.
11‚" LVL HEADER
CAULK
WINDOW SILL
SOLID SURFACE
CAULK
R.O.
TRUSSES
MANUFACTURED
SHIM
ALUM. STOREFRONT
2'-
3"
FLASHING
†" GYP. BD.
AT 16" O.C.
2x6 STUDS
BATT INSULATION
P.T. 2x6 PLATE
7'-
0"
SUBFLOOR
DRIP EDGE
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
BOARD TRIM
1x6 FIBER CEMENT
2x10 SUB-FASCIA
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
ROOF DECK
3'-0"
2x10 OUTRIGGERS AT 16" O.C.@ 2'-0" O.C.
MANUFACTURED TRUSSES
CAULK
†" GYP. BD.
10'-
5‚
"
SEE STRUCT.
HEADER
INSUL. GLASS
MODULAR BRICK
BRICK ROWLOCK
CAULK
CAULK
BOARD TRIM
1x FIBER CEMENT
BOARD TRIM
1x6 FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDING
8" CMU
SEE STRUCT.
P.T.2x8 W/ BOLT
AT 16" O.C.
2x12 JOISTS
BATT INSULATION
FLASHING
FLASHING
CAULK
BOARD TRIM
1x FIBER CEMENT
BOARD TRIM
1x6 FIBER CEMENT
W/MOISTURE BARRIER
SHEATHING COVERED
CAULK
1'-1‚"
FLASHING
FLASHING
MODULAR BRICK
BRICK ROWLOCK
CAULK
CAULK
BOARD TRIM
1x FIBER CEMENT
BOARD TRIM
1x6 FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDING
W/MOISTURE BARRIER
SHEATHING COVERED
CAULK
1'-1‚"
8" CMU
AT 16" O.C.
2x12 JOISTS
SEE STRUCT.
P.T.2x8 W/ BOLT
BATT INSULATION
FLASHING
AT 16" O.C.
2x12 JOISTS
SEE STRUCT.
P.T.2x8 W/ BOLT
BATT INSULATION
FLASHING
FLASHING
FLASHING
FLASHING
MODULAR BRICK
BRICK ROWLOCK
CAULK
W/7" EXPOSURE
FIBER CEMENT SIDING
W/MOISTURE BARRIER
SHEATHING COVERED
CAULK
6" CMU
6" CMU
ƒ" SUBFLOORƒ" SUBFLOORƒ" SUBFLOOR
9'-
2ƒ
"
R.O.
FLASHING
CAULK
BOARD TRIM
1x6 FIBER CEMENT
BOARD TRIM
1x6 FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDING
W/MOISTURE BARRIER
SHEATHING COVERED
CAULK
FLASHING
H.M. FRAME
H.M. DOOR
ƒ" SUBFLOOR
SWEEP
SEE STRUCT.
P.T.2x8 W/ BOLT
AT 16" O.C.
2x12 JOISTS
BATT INSULATION
FLASHING
MODULAR BRICK
BRICK ROWLOCK
6" CMU
•" PMJ TYP.
4" CONC.
THRESHOLD
ADA COMPLIANT
BRICK ROWLOCK
(SEE CIVIL PLAN)
FINISH GRADE (VERIFY)
6" CMU
CAULK
H.M. STOP
1'-
2"
INSULATION
BLOWN-IN
R.O.
1'-
6‚
"x2'-
0‚
"
BOARD TRIM TYP.
1x6 FIBER CEMENT
CAULK TYP.
FLASHING TYP.
SEE MECH.
DOOR:
CENTERED OVER
& PLENUM
INSECT SCREEN
LOUVER W/
SEE STRUCT.
CONC. FOOTING
12" CMU
•" PMJ
SEE STRUCT.
FOOTING
CONC. SLAB &
12'-
0"
1'-5‚"
SEE STRUCT.
CONC. FOOTING
12" CMU
SEE STRUCT.
CONC. FOOTING
1'-5‚"
111
HALL
119
LOCKER
MEN'S
109
OFFICE
RANGER'S
112
BREAK
DRAINAGE LAYER
SUBSURFACE
FILTER FABRIC
GRAVEL BED
2'x2' MIN.
LAYER
DRAINAGE
SUB-SURFACE
DRAIN PIPE
4" PERFORATED
COMPACTED EARTH
WATERPROOFING
DRAINAGE LAYER
SUBSURFACE
FILTER FABRIC
GRAVEL BED
2'x2' MIN.
DRAIN PIPE
4" PERFORATED
COMPACTED EARTH
WATERPROOFING
GUTTER
5" HALF ROUND
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Wall Sections
A5.2
CAULK
†" GYP. BD.
SEE STRUCT.
11‚" LVL HEADER
INSULATION
BLOWN-IN
TRUSSES
MANUFACTURED
•" PMJ TYP.
4" CONC.
WOOD CEILING
THRESHOLD
ADA COMPLIANT
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
ROOF DECK
ALUM. STOREFRONT
ALUM. STOREFRONT DOOR
SHIM
SUBFLOOR
RECEPTION
SEE STRUCT.
P.T.2x8 W/ BOLT
BATT INSULATION
FLASHING
8" CMU
SEE STRUCT.
FOOTING:
1'-1‚"
FLASHING
MODULAR BRICK
BRICK ROWLOCK
6" CMU
BRICK ROWLOCK
AT 16" O.C.
2x12 JOISTS
ƒ" SUBFLOOR
CAULK
BOARD TRIM
1x4 FIBER CEMENT
CAULK
W/MOISTURE BARRIER
SHEATHING COVERED
FLASHING
BOARD TRIM
1x6 FIBER CEMENT
VA
RIE
S
R.O.
1
A5.2 SCALE: ƒ" = 1'-0"
WALL SECTION
PANEL SIDING
FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDINGPANEL SIDING
FIBER CEMENT
CAULK
BOARD TRIM
1x4 FIBER CEMENT
FLASHING
W/MOISTURE BARRIER
SHEATHING COVERED
BOARD TRIM
1x6 FIBER CEMENT
BOARD TRIM
1x6 FIBER CEMENT
DRIP EDGE
BOARD TRIM
1x12 FIBER CEMENT
2x10 SUB-FASCIA
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
•" PMJ TYP.
4" CONC.
ALUM. STOREFRONT
CAULK
†" GYP. BD.
SEE STRUCT.
11‚" LVL HEADER
INSULATION
BLOWN-IN
TRUSSES
MANUFACTURED
WOOD CEILING
SHIM
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
ROOF DECK
SUBFLOOR
FLASHING
RECEPTION
VA
RIE
S
MODULAR BRICK
BRICK ROWLOCK
6" CMU
AT 16" O.C.
2x12 JOISTS
SEE STRUCT.
P.T.2x8 W/ BOLT
BATT INSULATION
FLASHING
8" CMU
SEE STRUCT.
FOOTING:
BRICK ROWLOCK
1'-1‚"
ƒ" SUBFLOOR
CAULK
FLASHING
BOARD TRIM
1x6 FIBER CEMENT
R.O.
2
A5.2 SCALE: ƒ" = 1'-0"
WALL SECTION
2x SCAB
COLUMNS BEYOND
ROWLOCK BEYOND
BRICK PIER W/
BRICK ROWLOCK
SEE STRUCT.
FOOTING BEYOND:
BOARD TRIM
1x FIBER CEMENT
1x BLOCKING
PANEL SIDING
FIBER CEMENT
CAULK
BOARD TRIM
1x4 FIBER CEMENT
FLASHING
W/MOISTURE BARRIER
SHEATHING COVERED
BOARD TRIM
1x6 FIBER CEMENT
BOARD TRIM
1x6 FIBER CEMENT
DRIP EDGE
BOARD TRIM
1x12 FIBER CEMENT
2x10 SUB-FASCIA
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
2x SCAB
BOARD TRIM
1x FIBER CEMENT
1x BLOCKING
(SEE CIVIL PLAN)
FINISH GRADE (VERIFY)
COLUMNS BEYOND
ROWLOCK BEYOND
BRICK PIER W/
BRICK ROWLOCK
(SEE CIVIL PLAN)
FINISH GRADE (VERIFY)
SEE STRUCT.
FOOTING BEYOND:
FLASHING
CAULK
BOARD TRIM
1x4 FIBER CEMENT
W/MOISTURE BARRIER
SHEATHING COVERED
PANEL SIDING
FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDING
FLASHING
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
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m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Wall Sections
A5.3
12
7
DRIP EDGE
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
TRUSSES
MANUFACTURED
INSULATION
BLOWN-IN
ATTIC CIRCULATION
BETWEEN TRUSSES FOR
BAFFLE AT EACH SPACE
CORRUGATED AIR VENT
†" GYP. BD.
†" GYP. BD.
AT 16" O.C.
2x6 STUDS
BATT INSULATION
P.T. 2x6 PLATE
ROOF DECK
EACH TRUSS
2x10 SCAB AT
3'-0"
SUBFLOOR
CAULK
BOARD TRIM
1x6 FIBER CEMENT
FLASHING
BRICK ROWLOCK
CAULK
W/7" EXPOSURE
FIBER CEMENT SIDING
W/MOISTURE BARRIER
SHEATHING COVERED
ƒ" SUBFLOOR
AT 16" O.C.
2x12 JOISTS
SEE STRUCT.
P.T.2x8 W/ BOLT
BATT INSULATION
MODULAR BRICK
10'-
5‚
"
SCALE: ƒ" = 1'-0"
WALL SECTION2
A5.3
9'-
0"
COMPOSITE DECKING
6" NOM.
P.T. 2x6
P.T. 6x6 POSTS
COMPOSITE DECKING
6" NOM.
5'-6"
•"
TY
P.
(SEE CIVIL PLAN)
(VERIFY)
FINISH GRADE
CONC.
12" DIA. 2500 PSI
2'-
4"
2'-
8"
6" CMU
FLASHING
•" PMJ TYP.
BRICK ROWLOCK
MODULAR BRICK
TURNDOWN
4" CONC. WITH
1'-0"
8"
SCALE: ƒ" = 1'-0"
WALL SECTION
10'-
5‚
"
SUBFLOOR
TY
PIC
AL
BE
ARIN
G
HEIG
HT
2'-0"x2'-0"
SUBFLOOR
2'-
0"
2'-
0"
4"
3'-0"
12
7
TRUSSES
MANUFACTURED
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
ROOF DECK
EACH TRUSS
2x10 SCAB AT
DRIP EDGE
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
PANEL SIDING
FIBER CEMENT
BOARD TRIM
1x4 FIBER CEMENT
16" NOM PIER
8" CMU:
INSULATION
BLOWN-IN
†" GYP. BD.
SEE STRUCT.
11‚" LVL HEADER
CAULK
9'-
3"
R.O.
DRIP EDGE
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
ATTIC CIRCULATION
BETWEEN TRUSSES FOR
BAFFLE AT EACH SPACE
CORRUGATED AIR VENT
ROOF DECK
EACH TRUSS
2x10 SCAB AT
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
7
12
TRUSSES
MANUFACTURED
SHIM
ALUM. STOREFRONT
SUBFLOOR
1'-1‚"
SEE STRUCT.
P.T.2x8 W/ BOLT
BATT INSULATION
FLASHING
8" CMU
SEE STRUCT.
FOOTING:
AT 16" O.C.
2x12 JOISTS
FLASHING
MODULAR BRICK
BRICK ROWLOCK
BRICK ROWLOCK
ƒ" SUBFLOOR
10'-
5‚
"
6" CMU
CAULK
BOARD TRIM
1x FIBER CEMENT
FLASHING
3
A5.2 SCALE: ƒ" = 1'-0"
WALL SECTION
FINISH GRADE
W/MOISTURE BARRIER
SHEATHING COVERED
3'-0"
1
A5.3
SEE STRUCT.
FOOTING:
1'-1‚"
8" CMU
2ƒ"
FACE/BEAM
CL
COLUMN
SEE STRUCT.
& STEEL SADDLE
(3) 1ƒ"X14" LVL BEAM
PLAN
COL. SEE STRUCT.
HSS4"x4"x‚"
BRACE SEE STRUCT.
HSS3"x3"x‚"
1'-3†" 8…"
2'-0"
1'-
0"
1'-
0"
2'-
0"
CL
COLUMN
BRACE SEE STRUCT.
HSS3"x3"x‚"
•"x1'-4"x1'-4ƒ"
STEEL PLATE:
SEE STRUCT.
FOOTING:
SEE STRUCT.
BASE PLATE:
GUTTER
5" HALF ROUND
BOARD TRIM
1x6 FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
2x10 SUB-FASCIA
GUTTER
5" HALF ROUND
BOARD TRIM
1x6 FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
2x10 SUB-FASCIA
GUTTER
5" HALF ROUND
BOARD TRIM
1x6 FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
2x10 SUB-FASCIA
FILTER FABRIC
GRAVEL BED
2'x2' MIN.
DRAIN PIPE
4" PERFORATED
COMPACTED EARTH
WATERPROOFING
FILTER FABRIC
GRAVEL BED
2'x2' MIN.
DRAIN PIPE
4" PERFORATED
COMPACTED EARTH
WATERPROOFING
106
AREA
INTERN'S
100
RECEPTION
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Wall Sections
A5.42
A5.4
INSULATION
BLOWN-IN
CAULK
†" GYP. BD.
WINDOW SILL
SOLID SURFACE
CAULK
6'-
1"
†" GYP. BD.
AT 16" O.C.
2x6 STUDS
BATT INSULATION
DRIP EDGE
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
BOARD TRIM
1x6 FIBER CEMENT
2x10 SUB-FASCIA
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
P.T. 2x6 PLATE
SEE STRUCT.
11‚" LVL HEADER
ROOF DECK
R.O.
3'-0"
2x10 OUTRIGGERS AT 16" O.C.@ 2'-0" O.C.
MANUFACTURED TRUSSES
SHIM
ALUM. STOREFRONT
SCALE: ƒ" = 1'-0"
WALL SECTION
SUBFLOOR
3'-
2"
10'-
5‚
"
CAULK
BOARD TRIM
1x6 FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDING
W/MOISTURE BARRIER
SHEATHING COVERED
CAULK
FLASHING
BOARD TRIM
1x6 FIBER CEMENT
CAULK
FLASHING
ƒ" SUBFLOOR
AT 16" O.C.
2x12 JOISTS
SEE STRUCT.
P.T.2x8 W/ BOLT
BATT INSULATION
FLASHING
8" CMU
1'-1‚"
MODULAR BRICK
BRICK ROWLOCK
(SEE CIVIL PLAN)
FINISH GRADE (VERIFY)
6" CMU
FLASHING
CAULK
BOARD TRIM
1x6 FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDING
W/MOISTURE BARRIER
SHEATHING COVERED
CAULK
FLASHING
108
COFERENCE ROOM
SEE STRUCT.
CONC. FOOTING
AT 16" O.C.
2x12 JOISTS
SEE STRUCT.
P.T.2x8 W/ BOLT
BATT INSULATION
FLASHING
†" GYP. BD.
AT 16" O.C.
2x6 STUDS
BATT INSULATION
P.T. 2x6 PLATE
ƒ" SUBFLOOR
7
12
SUBFLOOR
8" CMU
3'-0"
FLASHING
BOARD TRIM
1x6 FIBER CEMENT
DRIP EDGE
BOARD TRIM
1x12 FIBER CEMENT
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
ATTIC CIRCULATION
BETWEEN TRUSSES FOR
BAFFLE AT EACH SPACE
CORRUGATED AIR VENT
ROOF DECK
EACH TRUSS
2x10 SCAB AT
2x10 SUB-FASCIA
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
FLASHING
MODULAR BRICK
BRICK ROWLOCK
CAULK
CAULK
BOARD TRIM
1x FIBER CEMENT
BOARD TRIM
1x6 FIBER CEMENT
W/7" EXPOSURE
FIBER CEMENT SIDING
W/MOISTURE BARRIER
SHEATHING COVERED
CAULK
FLASHING
STEEL LINTEL
OF OPENING TYP.
AT HEAD AND JAMBS
1/4" TK. BENT PLATE
AT 48" O.C.
WEEP HOLES
8" CMU LINTEL
•" PMJ TYP.
4" CONC.
SCHEDULE
DOOR - SEE
SEE STRUCT.
CONC. SLAB -
INSULATION
BLOWN-IN
TRUSSES
MANUFACTURED
†" GYP. BD.
SEE STRUCT.
11‚" LVL HEADER
CAULK
SHIM
ALUM. STOREFRONT
WINDOW SILL
SOLID SURFACE
CAULK
7'-
0"
2'-
3"
R.O.
12'-
0"
10'-
5‚
"
8'-
2‡
"
M.O.
SEE 24/A3.2
STEEL ANGLE
1
A5.4 SCALE: ƒ" = 1'-0"
WALL SECTION
118
WOMEN'S
001
CART STORAGE
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
2'-
6"
1'-1•"
4"
1•
"
3ƒ
"
A5.5
Wall SectionsNew Gatehouse:
12"x8"
STANLEY MODEL 795
SHELF BRACKET -
HEAVY DUTY
SCALE: 1" = 1'-0"
SECTION
VINYL BASE
ƒ" PLYWD. TYP.
PLASTIC LAMINATE ON
AT ENDS
CONT. AND
2x4 FRAMING
7
12
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
ROOF DECK
DRIP EDGE
BOARD TRIM
1x4 FIBER CEMENT
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
INSULATION
BLOWN-IN
•" GYP. BD.
•" GYP. BD.
AT 16" O.C.
2x4 STUDS
BATT INSULATION
P.T. 2x4 PLATE
AT 16" O.C.
2x8 RAFTERS
AT 16" O.C.
2x6 JOISTS
SCALE: ƒ" = 1'-0"
WALL SECTION
1'-6"
9'-
0•
"
CAULK
CAULK
5•"3•"
9"
BRICK ROWLOCK
FLASHING
W/7" EXPOSURE
FIBER CEMENT SIDING
W/INFILTRATION BARRIER
SHEATHING COVERED
BOARD TRIM
1x6 FIBER CEMENT
FLASHING
BRICK ROWLOCK
•" GYP. BD.
DRIP EDGE
BOARD TRIM
1x4 FIBER CEMENT
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
CAULK
W/7" EXPOSURE
FIBER CEMENT SIDING
W/INFILTRATION BARRIER
SHEATHING COVERED
BOARD TRIM
1x6 FIBER CEMENT
ROOF DECK
1'-6"
BOARD TRIM
1x6 FIBER CEMENT
CAULK
FLASHING
FLASHING
3'-
0•
"2'-
3"
9'-
0•
"
R.O.
5•"
9"
3•"
•" GYP. BD.
AT 16" O.C.
2x4 STUDS
BATT INSULATION
P.T. 2x4 PLATE
AT 16" O.C.
2x6 JOISTS
INSULATION
BLOWN-IN
AT 16" O.C.
2x8 RAFTERS
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
AT 16" O.C.
2x10 OUTRIGGERS
1'-
6"
1'-4"1'-4"1'-4"
3'-
0"
4'-
3‡
"
9'-
0•
"
R.O.
ALUM. STOREFRONT
2'-
8"
1'-
6"
OR EQUAL
MODEL FM3X
READY ACCESS INC.
WINDOW BASED ON
SLIDING SEVICE
SEE STRUCT. DETAILS
4" CONCRETE SLAB
CAULK EACH SIDE
SEE STRUCT. DETAILS
4" CONCRETE SLAB
BRICK VENEER
FLASHING
MORTAR NET
FLASHING
BRICK ROWLOCK
FLASHING
48" O.C.
WEEP HOLES AT
9"
5•"3•"
2'-
8"
1'-
6"
•" GYP. BD.
AT 16" O.C.
2x4 STUDS
BATT INSULATION
P.T. 2x4 PLATE
•" GYP. BD.
AT 16" O.C.
2x6 JOISTS
INSULATION
BLOWN-IN
W/7" EXPOSURE
FIBER CEMENT SIDING
W/INFILTRATION BARRIER
SHEATHING COVERED
BOARD TRIM
1x6 FIBER CEMENT
CAULK
FLASHING
FLASHING
DRIP EDGE
BOARD TRIM
1x4 FIBER CEMENT
FOR VENTILATION)
(PERFORATED
SOFFIT PANEL
FIBER CEMENT
BOARD TRIM
1x12 FIBER CEMENT
CAULK
BOARD TRIM
1x6 FIBER CEMENT
ROOF DECK
WATER SHIELD
ROOF OVER ICE AND
STANDING SEAM METAL
1'-6"
SHIM
WINDOW SILL
SOLID SURFACE CAULK
CAULK
CAULK
SCALE: ƒ" = 1'-0"
WALL SECTIONSCALE: ƒ" = 1'-0"
WALL SECTION
•"
•" PMJ TYP.
CONCRETE ISLAND
BRICK VENEER
FLASHING
MORTAR NET
FLASHING
48" O.C.
WEEP HOLES AT
•" PMJ TYP.
CONCRETE ISLAND
•"
PAVEMENT
1'-0"
FLASHING
MORTAR NET
FLASHING
48" O.C.
WEEP HOLES AT
•" PMJ TYP.
CONCRETE ISLAND
•"
BRICK VENEER
SCALE: ƒ" = 1'-0"
(SMOOTH DOME TYPE)
CONCRETE WASH
PAINT
WITH CONCRETE -
STEEL PIPE FILLED
4" DIA. SCHEDULE 40
3'-
0"
•"
1'-0"
3'-
0"
1'-0"
•" 11•"
3'-
6"
BOLLARD DETAIL
CONCRETE FOOTING
WELD TO PIPE
(4) STUD ANCHORS
PAVEMENT
CONCRETE ISLAND
•" PMJ TYP.
1 2 3
4
A5.5
5
A5.5
4" CONCRETE SLAB
MORE INFO.
SEE 3/A5.5 FOR
CONT.
2 #5 REBAR
CONT.
2 #5 REBAR
CONT.
2 #5 REBAR
W/•" PLYWD.
HEADER: (2) 2x8
W/•" PLYWD.
HEADER: (2) 2x10
2x10 SUB-FASCIA
(2) 2x10 RIDGE BEAM
2x10 SUB-FASCIA
(2) 2x10
EACH RAFTER
2x10 SCAB AT
2x10 SUB-FASCIA
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
A5.6
SectionsNew Restrooms:
ROOF DECK
BOARD TRIM
1x4 FIBER CEMENT
EDGE DRIP
PREFINISHED METAL
AT 16" O.C.
2x8 WOOD RAFTERS
SOFFIT
CEMENT BOARD
PERFORATED
@ 16" O.C.
PT 2x6s
PT 2x6
STRAPS
BOLTS OR
GRADE
F.F.E.
COMPACTED EARTH
BOARD TRIM
CEMENT
5/4 FIBER
AND WATER SHIELD
ROOFING OVER ICE
SEAM METAL
PREFINISHED STANDING
WOOD DECKING
COMPOSITE
2x6 NOM.
SCALE: 1" = 1'-0"
WALL SECTION
9'-
0"
VA
RIE
S
ƒ"
2'-2"
3'-
4"
5'-
4…
"
CO
MO
PSIT
E
WO
OD
DE
CKIN
G
@ 16" O.C.
2x10 OUTRIGGERS
BOARD TRIM
CEMENT
5/4x4 FIBER
FLASHING
SCREEN ON INTERIOR
LOUVER W/ INSECT
PREFINISHED METAL
2
A5.6SCALE: 1" = 1'-0"
WALL SECTION1
A5.6 SCALE: 1" = 1'-0"
WALL SECTION3
A5.6
7'-
5‡
"1'-
…"
CO
MO
PSIT
E
WO
OD
DE
CKIN
G
BOARD TRIM
1x4 FIBER CEMENT
EDGE DRIP
PREFINISHED METAL
ROOF DECK
AND WATER SHIELD
ROOFING OVER ICE
SEAM METAL
PREFINISHED STANDING
BOARD TRIM
CEMENT
5/4 FIBER
GRADE
F.F.E.
COMPACTED EARTH
2'-2"
5
122'-2"
ROOF DECK
WATER SHIELD
ROOFING OVER ICE AND
PREFINISHED STANDING SEAM METAL
BOARD TRIM
1x4 FIBER CEMENT
EDGE DRIP
PREFINISHED METAL
@ 16" O.C.
PT 2x6s
COMPOSITE WOOD DECKING
2x6 NOM.
AT 16" O.C.
2x8 WOOD RAFTERS
SOFFIT
CEMENT BOARD
PERFORATED5'-
7…
"3'-
4"
9'-
0"
SP
LIT
FA
CE
BL
OC
KC
OM
PO
SIT
E
WO
OD
DE
CKIN
G
BE
ARIN
G
HEIG
HT
ƒ"PT 2x6
GRADE
STRAPS
BOLTS OR
F.F.E.
COMPACTED EARTH
BOARD TRIM
1x12 FIBER CEMENT
2x10 SUB-FASCIA
BOARD TRIM
1x12 FIBER CEMENT
2x10 SUB-FASCIA
EACH RAFTER
2x10 SCAB AT
W/2000 P.S.I. GROUT
FILL ALL CELLS
SPLIT FACE CMU:
8" NOM.
3" CLEAR
2 #5 CONT.
CONCRETE FOOTING:
REINFORCED
#4 AT 24" O.C.
3" CLEAR
2 #5 CONT.
CONCRETE FOOTING:
REINFORCED
W/2000 P.S.I. GROUT
FILL ALL CELLS
SPLIT FACE CMU:
8" NOM.
#4 AT 24" O.C.
AT 16" O.C.
2x10 OUTRIGGERS
BOARD TRIM
1x12 FIBER CEMENT
2x10 SUB-FASCIA
3" CLEAR
2 #5 CONT.
CONCRETE FOOTING:
REINFORCED
BEAM
(3) 2x8 W/•" PLYWD.
SIMPSON CBSQ66-SDS2
1'-6"
4"
1'-
2"
4"
1'-
2"
1'-6" 1'-6"
4"
1'-
2"
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
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YS
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12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
A6.1
Stair Details
SCALE: ƒ" = 1'-0"
STAIR SECTIONSCALE: ƒ" = 1'-0"
STAIR SECTION1
A6.1
2
A6.1
5'-0"
RAILING
PIPE POSTS AND
1•" O.D. STEEL
AT 4" O.C.
•"x•" BALUSTERS
@ EA. TREAD BEYOND
METAL STAIR NOSE
SCALE: ƒ" = 1'-0"
STAIR SECTION3
A6.1SCALE: ƒ" = 1'-0"
STAIR SECTION4
A6.1
5'-0"2'-9"
4
EQ
UA
L
RIS
ER
S
2'-
1" FIE
LD
VE
RIF
Y
1"
@ EA. TREAD
METAL STAIR NOSE
‚"
ƒ" SUBFLOOR
SWEEP
•" PMJ TYP.
THRESHOLD
ADA COMPLIANT
BRICK ROWLOCK
H.M. DOOR
FF 416.33
AT 16" O.C.
2x12 JOISTS
SEE STRUCT.
P.T.2x8 W/ BOLT
BATT INSULATION
FLASHING
12" CMU
12'-
0"
MODULAR BRICK
BRICK ROWLOCK
6" CMU
‚"
3'-
6"
RAILING
PIPE POSTS AND
1•" O.D. STEEL
AT 4" O.C.
•"x•" BALUSTERS
9•
"4"
1'-
0"
12" CMU
8" CMU
•" PMJ
SEE STRUCT.
FOOTING
CONC. SLAB &
4" CONC.
4" CONC.
6" CMU
SEE STRUCT.
CONC. FOOTING:
6'-5"
RAILING
PIPE POSTS AND
1•" O.D. STEEL
AT 4" O.C.
•"x•" BALUSTERS
3'-
6"
3'-
0"
8
EQ
UA
L
RIS
ER
S
4'-
3ƒ
" FIE
LD
VE
RIF
Y
FINISH GRADE 412.0
4" CONC. SIDEWALK3
A6.1
@ EA. TREAD
METAL STAIR NOSE
1"
3'-
6"
4"
FF 416.33
‚"
4"
4"
2'-0"
•" PMJ TYP.
6'-6•"1'-3†"
FINISH GRADE
6" CMU
SEE STRUCT.
CONC. FOOTING:
MODULAR BRICK
BRICK ROWLOCK
12" CMU
8" CMU
MODULAR BRICK
4"
4" CONC.
5'-0" 1'-3†"
1'-5‚"
1'-5‚"
1'-3†"
1'-0"
EQ. EQ. 2ƒ" 4'-6•" 2ƒ"
MODULAR BRICK
BRICK ROWLOCK
•" PMJ TYP.
8" CMU
1'-5‚"
1'-5‚"
5„
"
1'-5ƒ" 3"
MODULAR BRICK
BRICK ROWLOCK
2ƒ" 4'-6•" 2ƒ"
5'-0"
•" PMJ TYP.
RAILING
PIPE POSTS AND
1•" O.D. STEEL
MODULAR BRICK
BRICK ROWLOCK
6" CMU
4" CONC.
•" PMJ TYP.
FLASHING
FLASHING
12" CMU
1'-5‚"
4"
BRICK ROWLOCK
112
BREAK
2
A6.1
12" CMU
6" CMU
4"
7 TREADS AT 11"
3 TREADS AT 11"
5†"
5†"
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
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Macon
Web:
ww
w.D
un
wodyBeela
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
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OU
NT
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YS
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AR
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12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Stair Details
A6.2SCALE: ƒ" = 1'-0"
STAIR SECTION1
A6.2
6
EQ
UA
L
RIS
ER
S9
EQ
UA
L
RIS
ER
S
3'-
2…
" FIE
LD
VE
RIF
Y4'-
9†
" FIE
LD
VE
RIF
Y
2'-0"4'-7"5'-7•"7'-4"1'-0"
2'-0"
3'-
0"
3'-
0"
TYP.RAILING
PIPE POSTS AND
1•" O.D. STEEL
@ EA. TREAD
METAL STAIR NOSE
3'-
0" T
YP.
1"
4" CONC. SIDEWALK
4" CONC. LANDING
4" CONC. SIDEWALK
•" PMJ TYP.
1
A6.1
BRICK ROWLOCK
MODULAR BRICK
3
A6.1
RAILING
PIPE POSTS AND
1•" O.D. STEEL
AT 4" O.C.
•"x•" BALUSTERS
3'-
6"
4"
STAIR PLANSCALE: ‚" = 1'-0"
2
A6.2
1
A6.1
1
A6.2
2
A6.1
DN
DN
3'-
9‚
"6'-
5"
6'-
6•
"1'-
3†
"
5'-0"
1'-3†"
5'-0"
1'-
8ƒ
"7'-
4"
5'-
7•
"4'-
7"
1'-
8ƒ
"12'-
11•
"
8 TREADS AT 11"
7
TR
EA
DS
AT
11"
8
TR
EA
DS
AT
11"
5 TREADS AT 11"
5
TR
EA
DS
AT
11"
FACE OF BRICK
DN
RAILING
PIPE POSTS AND
1•" O.D. STEEL
@ EA. TREAD
METAL STAIR NOSE
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
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12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Interior Elevations
A8.1
ELEVATIONSCALE: …" = 1'-0"
3
A8.1
1'-6"
1'-
5"
1'-6"
3'-9"
HOLDER
PAPER
2'-
9"
36" GRAB BAR
2'-
0"
AREA
2x8 REINFORCED
6"3'-0"
GWB
1'-0" 3'-6"
2'-
0"
2'-
9"
AREA
2x8 REINFORCED
42" GRAB BAR
2'-10" HOLDER
PAPER
ELEVATIONSCALE: …" = 1'-0"
1
A8.1
GWB
ELEVATIONSCALE: …" = 1'-0"
4
A8.1
MICRO
REFRIG.SINK
5'-
10"
2'-
2"
3'-
0"
2'-
0"
3'-
0"
3'-0"2'-8"2'-8"3'-0"
ELEVATIONSCALE: …" = 1'-0"
6
A8.1
1'-8"
1'-
5"
1'-6"
HOLDER
PAPER
2'-
0"
GWB
2'-
0"
2'-10" HOLDER
PAPER
ELEVATIONSCALE: …" = 1'-0"
5
A8.1
GWB
OPEN
ELEVATIONSCALE: …" = 1'-0"
12
A8.1
SHOWER
ELEVATIONSCALE: …" = 1'-0"
11
A8.1
SHOWER
ELEVATIONSCALE: …" = 1'-0"
10
A8.1
ELEVATIONSCALE: …" = 1'-0"
9
A8.1
2'-8"2'-8"3'-0"
3'-0"8'-4"
ELEVATIONSCALE: …" = 1'-0"
14
A8.1
OPEN
ELEVATIONSCALE: …" = 1'-0"
7
A8.1
ELEVATIONSCALE: …" = 1'-0"
8
A8.1
ELEVATIONSCALE: …" = 1'-0"
13
A8.1
OPEN
ELEVATIONSCALE: …" = 1'-0"
18
A8.1
ELEVATIONSCALE: …" = 1'-0"
17
A8.1
ELEVATIONSCALE: …" = 1'-0"
16
A8.1
OPENOPEN
ELEVATIONSCALE: …" = 1'-0"
15
A8.1
GWB
ELEVATIONSCALE: …" = 1'-0"
2
A8.1
GWB
GWB GWB GWB GWB GWB
GWBGWB
GWB
GWB GWB GWB
3'-
0"
2'-
0"
3'-
0"
3'-
0"
2'-
0"
3'-
0"
PIPES
INSUL.
40" MAX.
MIRROR
BOTTOM OF
MIRROR
3'-
4"
2'-
10"
MIRROR40" MAX.
MIRROR
BOTTOM OF
PIPES
INSUL. 2'-
10"
3'-
4"
LOCKERS: 15"Wx18"D72"H
9'-
0"
CERAMIC TILE
BASE
CERAMIC TILE
CERAMIC TILE
HEAD
SHOWER
FIXED
ROD
CURTAIN
6'-
8"
ROD
CURTAIN
BASE
CERAMIC TILE
BASE
CERAMIC TILE
BASE
CERAMIC TILE
BASE
CERAMIC TILE
BASE
CERAMIC TILE
GWB
3'-0"
ROD
CURTAIN
HEAD
SHOWER
FIXED
CERAMIC TILE
BASE
CERAMIC TILE
BASE
CERAMIC TILE
BASE
CERAMIC TILE
ROD
CURTAIN
6'-
8"
AT 48" A.F.F.
TOWEL BAR
AT 48" A.F.F.
ROBE HOOKS
VINYL BASE VINYL BASEVINYL BASE
2'-8" 2'-6" 2'-6"
2'-8" 2'-6" 2'-6"
2'-0"2'-0"
2'-0"2'-0"
H.M. FRAME H.M. FRAME
H.M. FRAMEH.M. FRAME
VINYL BASE
TOILET 102 TOILET 102 TOILET 102 BREAK 112 120 MEN'S 120MEN'S
RANGER'S OFFICE 109RANGER'S OFFICE 109MEN'S LOCKER MEN'S MEN'S MEN'S
WORK 110 RANGER'S OFFICE 109
RECEPTION 101 RECEPTION 100 RECEPTION 101 RECEPTION 101
8'-5ƒ"8'-5ƒ"
2'-0" 3'-11ƒ" 2'-6"
VINYL BASE
SPACE
KNEE
VINYL BASE
SPACE
KNEE
1'-6" 3'-0" 3'-11ƒ"
2'-
6"
VINYL BASE
SPACE
KNEE
VINYL BASE
SPACE
KNEE
2'-0" 4'-2" 1'-6" 2'-0"2'-0"2'-0"1'-6"4'-0"1'-6"
2'-6" 3'-0" 1'-6" 2'-11ƒ" 1'-6" 2'-6" 2'-0"
VINYL BASE
SPACE
KNEE
AREA
REINFORCED
2x8
6'-
8"
9'-
0"
2'-
10"
7'-8" 7'-8" 13'-0"
2'-
6"
15'-11ƒ"
3'-
8"
2'-
6"
4'-0"2'-
10"
END
AREA EACH
REINFORCED
2x8
AREA
2x8 REINFORCED
2'-
9"
4'-9"
3'-9"
AREA
2x8 REINFORCED
2'-
9"
1
A8.3
1
A8.3
1
A8.3
2
A8.3
2
A8.3
2
A8.3
3
A8.3
4
A8.3
5
A8.3
4
A8.3
4
A8.3
3
A8.3
5
A8.3
5
A8.3
3
A8.3
5
A8.3
11
A8.3
10
A8.3
9
A8.3
WORK 110
SOAP DISP.
SURFACE-MOUNTED
4'-
2"
PAPER TOWEL DISP.
SURFACE-MOUNTED
4'-
6"
PAPER TOWEL DISP.
SURFACE-MOUNTED
4'-
6"
2'-0"
2'-0"
3'-0"
SOAP DISP.
SURFACE-MOUNTED
4'-
2"
3'-2"
WOMEN ONLY
DISPOSAL AT
SANITARY NAPKIN
SURFACE-MOUNTED
2'-
6"
1'-0"
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
Interior Elevations
A8.2ELEVATIONSCALE: …" = 1'-0"
14
A8.2
ELEVATIONSCALE: …" = 1'-0"
13
A8.2
7'-8"
GWB
ELEVATIONSCALE: …" = 1'-0"
11
A8.2
ELEVATIONSCALE: …" = 1'-0"
10
A8.2
ELEVATIONSCALE: …" = 1'-0"
6
A8.2
ELEVATIONSCALE: …" = 1'-0"
5
A8.2
ELEVATIONSCALE: …" = 1'-0"
7
A8.2
ELEVATIONSCALE: …" = 1'-0"
8
A8.2
ELEVATIONSCALE: …" = 1'-0"
1
A8.2
ELEVATIONSCALE: …" = 1'-0"
3
A8.2
ELEVATIONSCALE: …" = 1'-0"
2
A8.2
ELEVATIONSCALE: …" = 1'-0"
4
A8.2
ELEVATIONSCALE: …" = 1'-0"
9
A8.2
GWBGWB GWB
2'-8" 2'-6" 2'-6"
3'-
0"
2'-
0"
3'-
0"
2'-6"2'-6"2'-8"
RECEPTION 101RECEPTION 100INTERN'S AREA 106
INTERN'S AREA 106
INTERN'S AREA 106CONFERENCE ROOM 108CONFERENCE ROOM 108CONFERENCE ROOM 108
CONFERENCE ROOM 108DONALD'S OFFICE 107DONALD'S OFFICE 107DONALD'S OFFICE 107DONALD'S OFFICE 107
GWB GWB
H.M. FRAME
OPEN
GWB
OPEN
GWB
GWB GWB
GWB
GWBGWBGWB
H.M. FRAME
RECEPTION 101
15'-11ƒ"
ELEVATIONSCALE: …" = 1'-0"
12
A8.2
VINYL BASE
VINYL BASE
VINYL BASE
VINYL BASE VINYL BASE
VINYL BASE
VINYL BASEVINYL BASEVINYL BASE
VINYL BASEVINYL BASEVINYL BASEVINYL BASE
VINYL BASE
SPACE
KNEE
1'-6"4'-0"1'-6"2'-6"
RECEPTION 100
9'-6"
LAMINATE
PLASTIC
3'-
8"
2'-
6"
11
A8.3
9
A8.3
10
A8.3
2'-
6"
7
A8.3
8
A8.3
6
A8.3
2
A8.3
1
A8.3
VINYL BASE
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
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prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
2'-
6"
2'-
6"
4"
2'-
6"
2'-
6"
2'-
6"
2'-
6"
2'-
6"
2'-
6"
2'-
6"3'-
0"
3'-
0"
OR
2'-
2"
SE
E
EL
EV
ATIO
NS
2'-
0"
OR
2'-
10"
SE
E
EL
EV
ATIO
NS
A8.3
1'-4"
11
A8.3 SCALE: 1" = 1'-0"
SECTION
PANEL
•" REMOVABLE
2x6
2x4
ON ƒ" PLYWD.
PLASTIC LAM.
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON
1'-4"
10
A8.3 SCALE: 1" = 1'-0"
SECTION
ƒ" PLYWD
2x6
2x6
2x4
2x4
2x4
EDGES
TOP & FACE W/ EASED
ƒ" SOLID SURFACE
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON
W/ EASED EDGE
ƒ" SOLID SURFACE
AS REQD.
1•" GROMETS
2x6
VINYL BASE
LAMINATE
FINISH W/ PLASTIC
COUNTER BEYOND
LAMINATE
FINISH W/ PLASTIC
COUNTER BEYOND
2x2
EDGES BEYOND
TOP & FACE W/ EASED
ƒ" SOLID SURFACE
BEYOND
ƒ" SOLID SURFACE
PAINT BLACK
ƒ" PLYWD.
ƒ" PLYWD.
PAINT BLACK
ƒ" PLYWD.
ON ƒ" PLYWD.
PLASTIC LAM.
AS REQD.
1•" GROMETS
ƒ" PLYWD.
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON4‚"
ƒ"
4‚"
6"
3'-
8"
2"
3"
ON DRAWER)
WIRE PULL (CENTER
ALL EXPOSED SURFACES
PLASTIC LAMINATE ON
VINYL BASE
ON •" PLYWD.
PLASTIC LAM.
W/HARDWOOD EDGE
OF ƒ" PLYWD.
ADJUSTABLE SHELF
5" 1'-6"
1'-4"
9
A8.3 SCALE: 1" = 1'-0"
SECTION
ƒ" PLYWD
2x6
2x6
2x4
2x4
2x4
EDGES
TOP & FACE W/ EASED
ƒ" SOLID SURFACE
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON
W/ EASED EDGE
ƒ" SOLID SURFACE
PAINT BLACK
ƒ" PLYWD.
ON ƒ" PLYWD.
PLASTIC LAM.
AS REQD.
1•" GROMETS
ƒ" PLYWD.
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON4‚"
ƒ"
4‚"
6"
3'-
8"
2"
ON DRAWER)
WIRE PULL (CENTER
ALL EXPOSED SURFACES
PLASTIC LAMINATE ON
VINYL BASE
ON •" PLYWD.
PLASTIC LAM.
3"
AS REQD.
1•" GROMETS
ƒ" PLYWD.
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON
ON DRAWER)
WIRE PULL (CENTER
ALL EXPOSED SURFACES
PLASTIC LAMINATE ON
VINYL BASE
8
A8.3 SCALE: 1" = 1'-0"
SECTION
W/ EASED EDGES
TOP & SPLASH
ƒ" SOLID SURFACE
AS REQD.
1•" GROMETS
ƒ" PLYWD.
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON
ON DRAWER)
WIRE PULL (CENTER
ALL EXPOSED SURFACES
PLASTIC LAMINATE ON
VINYL BASE
3"
7
A8.3 SCALE: 1" = 1'-0"
SECTION
W/ EASED EDGES
TOP & SPLASH
ƒ" SOLID SURFACE
1'-6"
W/HARDWOOD EDGE
OF ƒ" PLYWD.
ADJUSTABLE SHELF
1"
1'-8•" ƒ" 3" 1'-8•" ƒ"
AS REQD.
1•" GROMETS
ƒ" PLYWD.
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON
SOLID SURFACE
ƒ"x2‚"
•" RAD. ON
VINYL BASE
6
A8.3 SCALE: 1" = 1'-0"
SECTION
W/ EASED EDGES
TOP & SPLASH
ƒ" SOLID SURFACE
LAMINATE
FINISH W/ PLASTIC
COUNTER BEYOND
AS REQD.
1•" GROMETS
VINYL BASE
5
A8.3 SCALE: 1" = 1'-0"
SECTION
LAMINATE
FINISH W/ PLASTIC
COUNTER BEYOND
ƒ" PLYWD.
PLASTIC LAMINATE ON
ON DRAWER)
WIRE PULL (CENTER
ALL EXPOSED SURFACES
PLASTIC LAMINATE ON
VINYL BASE
3"
4
A8.3 SCALE: 1" = 1'-0"
SECTION
1'-6"
W/HARDWOOD EDGE
OF ƒ" PLYWD.
ADJUSTABLE SHELF
1"
1'-8•" ƒ"
APRON
ƒ" HARDWOOD
AS REQD.
1•" GROMETS
ƒ" PLYWD.
PLASTIC LAMINATE ON
ON DRAWER)
WIRE PULL (CENTER
ALL EXPOSED SURFACES
PLASTIC LAMINATE ON
VINYL BASE
3"
3
A8.3 SCALE: 1" = 1'-0"
SECTION
1'-8•" ƒ"
AS REQD.
1•" GROMETS
ƒ" PLYWD.
PLASTIC LAMINATE ON
5•
"1'-
1•
"4"
ON DRAWER)
WIRE PULL (CENTER
ALL EXPOSED SURFACES
PLASTIC LAMINATE ON
VINYL BASE
3"
1
A8.3 SCALE: 1" = 1'-0"
SECTION
1'-6"W/HARDWOOD EDGE
OF ƒ" PLYWD.
ADJUSTABLE SHELF
1"
1'-8•" ƒ"
AS REQD.
1•" GROMETS
ƒ" PLYWD.
PLASTIC LAMINATE ON
ƒ" FINISH HARDWOOD
1'-0" 1"
ALL EXPOSED SURFACES
PLASTIC LAMINATE ON
W/HARDWOOD EDGE
OF ƒ" PLYWD.
ADJUSTABLE SHELF
WOOD BLOCKING TYPICAL
2
A8.3 SCALE: 1" = 1'-0"
SECTION
WIRE PULL
DetailsInterior Elevation
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ
4"
2"
2"
4"
2'-6"
2‚
"
•"
5"
2"
2"
4"
2'-6"
2‚
"
•"
5"
5•
"1'-
ƒ"
4"
2‚
"•
"
5"
5•
"1'-
ƒ"
4"
2'-6"
4"
2'-1"
2‚
"•
"
5"
4"
4"
2'-1"
2‚
"
4"
2'-1"
4"
2'-1"
4"
2'-1"
1•
"
1"
2"
1•
"•
"
5"
2"
4"
2'-1"
1•
"•
"
5"
4"
4"
2'-1"
1•
"•
"
6"
2"
4"
SCALE: ‚" = 1'-0"
1
A9.1A9.1
Reflected Ceiling Plan
REFLECTED CEILING PLAN
100
RECEPTION
102
TOILET
104
STORAGE
105
OFFICE
106
AREA
INTERN'S
101
WORK
110
OFFICE
RANGER'S
109
OFFICE
RANGER'S
108
COFERENCE ROOM
107
DONALD'S OFFICE
121
MECH
119
LOCKER
MEN'S
120
MEN'S
113
IT
112
BREAK
114
ELEC
115
STORAGE116
FILE
117
LOCKER
WOMEN'S
118
WOMEN'S
VAULTED CEILING
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD. 10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
15'-0" AFF
HIGH POINT
WOOD
VAULTED CEILING
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
10'-4" AFF
GYP. BD.
VAULTED CEILING
15'-0" AFF
HIGH POINT
103
HALL
111
HALL
RECESSED DOWN LIGHT
X EXIT LIGHT
EMERGENCY LIGHT
EMERGENCY LIGHT
OUT DOOR
VANITY FIXTURE
WALL PACK
X
X
XX
STRPLIGHT LIGHT
4' SURFACE MOUNTED
FLAT PANEL LIGHT
2'x4' SURFACE MOUNTED
FLAT PANEL LIGHT
2'x2' SURFACE MOUNTED
LEGEND
EXHAUST FAN
17'-4" AFF
HIGH POINT
Dunwody/Beeland, Architects, Inc.
arc
hitects, in
c.
Macon
Web:
ww
w.D
un
wodyBeela
nd.co
m
prohibited.
Dunwody/Beeland, Architects, Inc. is
without prior written approval of
reproduction or alteration of this drawing,
including without limitation any
specified. Any other use of this drawing,
work shown theron at the site of the work
purpose of constructing or installing the
This drawing may be utilized only for the
Project #: Date:
Sheet Title:
Revisions:
DU
NW
OD
Y/B
EEL
AN
D,
F 4
78.7
43.0
863
T 4
78.7
42.5
321
Macon, Georgia 3
1201
300 M
ulb
erry Street, S
uite 6
04
1819
MO
SLE
Y DIX
ON R
OA
D
MA
CO
N,
GE
OR
GIA
FO
R M
AC
ON-BIB
B C
OU
NT
Y
AT C
LA
YS
TO
NE P
AR
K
A N
EW R
AN
GE
R S
TA
TIO
N
12/20/19
PROFESSIONAL
GEORGIA
* *
RE
GISTERE
D
ARCHITECT
No. 8281
EU
GEN
COX DUNWO
DY
E
RJ