HomeMy WebLinkAboutP_Floor_Plans_260429.pdf1.CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE
AND NOTIFY ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS BEFORE PROCEEDING
WITH THE WORK.
2.ALL PLAN BACKGROUND FEATURES SUCH AS RACKING, EQUIPMENT, FURNITURE, ETC. ARE LIGHTENED ON
THE FLOOR PLANS AND ARE SHOWN FOR COORDINATION PURPOSES ONLY. THEY ARE NOT TO BE
CONSIDERED A PART OF THIS PERMIT NOR SHALL THEY BE USED FOR FIELD DIMENSIONING (SCALING).
3.ALL CONCRETE FLOORS TO BE PATCHED AS REQUIRED TO CREATE A SMOOTH SURFACE THROUGHOUT.
ALL CONCRETE FLOORS TO RECEIVE LIGHT GRIND, CLEANED AND SEALED USING KEMIKO STONE SEALER II
OR EQUAL.
4.ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED.
5.ALL BOLLARDS SHALL BE PAINTED.
6.ALL STEEL HANDRAILS AND GUARDRAILS SHALL BE PAINTED WITH (2) COATS OF SAFETY YELLOW.
7.FRAME SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
8.DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 2" FROM WALL TO OUTER FACE OF DOOR FRAME
UNLESS NOTED OTHERWISE.
9.ALL DIMENSIONS TO STUD FRAMED PARTITIONS ARE TO OUTSIDE FACE OF GYPSUM BOARD.
10.BLOCKING SHALL BE PROVIDED IN ALL WALLS AS REQUIRED / RECOMMENDED FOR THE SUPPORT OF
MILLWORK, HANDRAILS, TOILET PARTITIONS AND ACCESSORIES, ETC. COMBUSTIBLE MATERIALS IN TYPES I
AND II CONSTRUCTION SHALL COMPLY WITH IBC 2021, SECTION 603.1.
11.PROVIDE MOISTURE RESISTANT GYPSUM BOARD OR CEMENT BOARD AT ALL WET WALLS.
12.PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND EXTERIOR OPENINGS, IN ALL DIRECTIONS, FOR
2'-0" INTO THE BUILDING.
13.PROVIDE FLOOR MATERIAL TRANSITIONAL STRIPS WHERE REQUIRED BY CHANGE IN MATERIAL.
14.PROVIDE ACCESS PANELS AS REQUIRED, COORDINATE WITH M.E.P. & F.P.
15.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH
TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS TO REDUCE THE AMOUNT OR DUST,
WATER AND DEBRIS WHICH MAY COLLECT IN THE SYSTEM AT THE TIME OF ROUGH INSTALLATION AND
DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING
AND VENTILATING EQUIPMENT.
16.CONTROL JOINTS IN GYPSUM BOARD WALL ASSEMBLIES SHALL BE INSTALLED WHERE INDICATED ON THE
PLANS AND WHERE THE FOLLOWING CONDITIONS EXIST:
16.1.A CONTROL JOINT SHALL BE INTALLED WHERE A PARTITION, WALL, OR CEILING TRAVERSES A
CONSTRUCTION JOINT (EXPANSION, SEISMIC OR BUILDING CONTROL ELEMENT) IN THE BASE
BUILDING STRUCTURE.
16.2.CONTROL JOINTS SHALL BE INSTALLED WHERE A WALL OR PARTITION RUNS IN AN UNINTERRUPTED
STRAIGHT PLANE EXCEEDING 25'-0".
16.3.WHERE A CONTROL JOINT OCCURS IN AN ACOUSTICAL OR FIRE RATED SYSTEM, BLOCKING SHALL BE
PROVIDED BEHIND THE CONTROL JOINT BY USING A BACKING MATERIAL SUCHS AS 5/8" TYPE X
GYPSUM BOARD, MINERAL FIBER, OR OTHER TESTED EQUIVALENT. SEE DETAIL 1/A4.3.1.
17.WHERE CONTROL JOINTS AR INSTALLED IN NON-RATED ASSEMBLIES AND ARE PARALLEL TO THE FRAMING
MEMBERS, A FRAMING MEMBER IS REQUIRED ON EACH SIDE OF THE OPENING - SEE DETAIL 1/A4.3.1.
18.PARTITION SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
19.REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION AT EXISTING DOORS.
XXX
FLOOR PLAN GENERAL NOTES
FLOOR PLAN LEGEND
EXISTING PARTITION TO REMAIN
NEW PARTITION
PARTITION TAG (SEE SHEET A4.1.1 FOR PARTITION TYPES)
DOOR TAG
EXISTING DOOR TO REMAIN NEW DOOR
1
2
NEW MAILBOXES. SEE DETAIL 2 / A9.1.1
IN-FILL OPENING FLUSH WITH ADJACENT WALL.
CHAIN LINK FENCE 12'-0" HIGH WITH 3'-0" WIDE GATE.
EXISTING STAIRS TO REMAIN
EXISTING WINDOW TO REMAIN
10' X 10' CHAINLINK FENCE 8'-0" HIGH WITH 6'-0" WIDE DOUBLE GATE OPENING.
NEW METAL, PAINTED GUARDRAIL AT LANDING, SEE DETAIL 3/A2.2.1.
LOCATION FOR NEW PREFAB METAL ROOF LADDER, COORDINATE WITH EXISTING ROOF HATCH ABOVE.
PAINTED PLYWOOD PANEL TO COVER EXISTING GLASS WALL STRUCTURE AT PRIVATE OFFICE.
FLOOR PLAN KEYNOTES
3
4
48" deep
#'
NEW METAL SYSTEM PARTITIONS. LENGTH NOTED ON PLANS. 12'-0" HIGH x 2'-0"
DEEP. AT UNIT / CORRIDOR DETAIL 3/A4.2.2. AT UNIT / UNIT DETAIL 9/A4.2.2
NEW METAL SYSTEM PARTITIONS WITH SHELF PANEL. LENGTH NOTED ON PLANS. 12'-0"
HIGH x 2'-0" DEEP. AT UNIT / CORRIDOR DETAIL 3/A4.2.2. AT UNIT / UNIT DETAIL 9/A4.2.2
NEW METAL SYSTEM PARTITIONS WITH SHELF PANEL. LENGTH NOTED ON PLANS. 12'-0"
HIGH x 4'-0" DEEP. AT UNIT / CORRIDOR DETAIL 3/A4.2.2. AT UNIT / UNIT DETAIL 9/A4.2.2
TYPICAL NEW DOORS AT METAL SYSTEM PARTITIONS. SEE DETAIL 2/A4.2.2.
MP
MONO POST WITH INFILLED PARTITIONS
R3
#
#
---
INFILLED PARTITIONS
Q3
PASSAGEWAY SIDE
ADJACENT UNIT SIDE
*ALL KEYNOTES MAY NOT BE PRESENT ON EACH SHEET*
5
6
7
8
150 SF
ROOM NAME
ROOM NUMBER
ROOM AREA
###
NAME
###
9
OVERALL FLOOR PLAN 1
A2.1.0 SCALE: 1" = 20'
1
A2.2.1
25'-10 1/2"26'-8 1/2"25'-0 1/2"25'-10 3/8"8'-6"20'-4 1/2"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"19'-8 5/8"20'-3 3/8"20'-0"8'-6"28'-7 5/8"
8'-6"31'-0"20'-6 5/8"20'-0"20'-0"20'-0"20'-0"21'-7"10'-0 1/4"8'-5 3/4"20'-4 1/2"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"30'-0"
39'-6"40'-0"
19'-6"15'-0"15'-0"15'-0"15'-0"15'-0"15'-6"14'-6"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-6"14'-6"15'-0"15'-0"15'-0"15'-0 1/4"4'-11 3/4"30'-0"
14'-7 1/2"36'-4 1/2"49'-9 1/2"50'-3"50'-3"8'-2 1/2"30'-0"
A01
12'
12'
12'
12'
12'
8'
12'
12'
8'
12'
8'
8'
A02
8'8'8'8'
12'8'
12'12'
12'12'12'8'
12'12'12'12'12'
12'
8'12'12'12'12'
12'
12'12'12'12'
12'12'12'12'
16
'
-
7
3
/
8
"
8'
-
6
"
36
'
-
1
0
5
/
8
"
36
'
-
1
0
5
/
8
"
A03 A04
B04 B06 B08 B10
8'8'8'8'8'8'
8'
12'
12'
12'
12'
12'
12'
12'
12'
12'12'12'
12'
12'
12'12'8'
12'
8'
12'12'
B02
12'12'12'12'
A05 A07 A09 A11 A13 A15 A16 A17 A18 A19
8'
12'
12'12'
12'12'
12'
8'
12'
12'12'12'12'12'12'12'12'12'12'12'12'12'12'
12'12'12'12'12'12'12'12'
8'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
8'8'8'8'8'8'8'8'
12'
12'12'
12'
12'
12'12'
12'
12'12'8'12'12'12'
12'
8'
8'
12'
12'12'
12'
8'8'
8'
12'
12'
12'12'
12'12'
A06 A08 A10 A12
A14
D01
12'
12'8'8'
8'
12'
12'
8'
8'
12'8'8'
12'8'8'
12'8'8'
12'8'8'
12'8'8'
12'8'8'
12'
12'
8'
8'
D02
D03
D04
D05
D06
D07
B30B28B26B24B22B20B18B16B14B12
12'
12'
12'
12'12'12'12'12'12'12'12'12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
8'8'8'8'8'8'8'8'8'
12'12'
12'
8'8'
8'
E01
E02
E03
12'12'
12'
12'12'
12'12'
12'
12'
12'
12'12'
12'
12'12'
12'12'12'12'12'
12'12'12'12'
12'
12'
12'
12'12'
12'12'
12'
12'
12'12'
12'
8'
12'12'12'12'12'12'12'12'8'
12'
8'
12'12'12'12'12'
12'12'12'12'12'
12'
12'
8'
B01 B03 B05 B07 B09 B11
C02 C04 C06 C08 C10 C12
4'8'8'8'4'8'8'4'4'8'8'4'8'8'8'4'4'8'8'4'
12'
8'
12'
8'
12'
8'
12'
8'
12'
8'
8'
8'
8'
8'
12'
8'
12'
8'
12'
8'
12'
8'
12'
8'
12'
8'
8'
8'
8'
8'
12'
8'
12'
8'
12'
8'
12'
8'
12'
8'
12'12'12'
12'
12'12'12'
C03
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
12'
8'
12'
12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'
12'
8'
12'12'12'12'12'12'12'12'12'
12'12'12'12'12'12'12'12'12'
12'
12'
8'
B15B13 B17 B19 B21 B23 B25 B27 B29 B31
C01
C05 C07 C09 C11
C13 C15
C17 C19 C21 C23 C25 C27 C33 C34 C35 C36 C37
C29 C31
C14
C16 C18 C20 C22 C24 C26 C28 C30 C32
130
LOADING/
UNLOADING
123
LOGISTICS
125
COORIDOR
127
COORIDOR
127
COORIDOR
129
COORIDOR
129
COORIDOR
31
'
-
6
"
32
'
-
9
"
35
'
-
7
1
/
8
"
24
'
-
3
1
/
2
"
29
'
-
7
1
1
/
1
6
"
29
'
-
7
1
1
/
1
6
"
8'
-
6
"
12
4
CO
O
R
I
D
O
R
12
6
CO
O
R
I
D
O
R
29
'
-
9
1
/
4
"
29
'
-
7
5
/
8
"
12
8
CO
O
R
I
D
O
R
12
6
CO
O
R
I
D
O
R
32
'
-
1
0
"
27
'
-
6
"
22
'
-
0
"
22
'
-
0
"
22
'
-
0
"
22
'
-
0
"
18
'
-
4
"
25
'
-
8
"
6'
-
8
"
12
8
CO
O
R
I
D
O
R
Q3
R
3
R
3
T
Y
P
Q3
T
Y
P
7 1/2"
7
3
/
8
"
6 1/2"
8'
-
6
"
10
'
-
4
5
/
8
"
25
'
-
0
"
2
1
/
2
"
14
'
-
7
3
/
8
"
18
'
-
1
5
/
8
"
6'
-
1
0
3
/
8
"
24
'
-
7
5
/
8
"
6 1/2"
7 1/2"
1'-0"1'-0"1'-0"
R
3
T
Y
P
.
Q3
T
Y
P
R3
T
Y
P
R3
R3
Q3
R3
T
Y
P
Q3
TYP
R
3
T
Y
P
.
8'-6"
7'
-
1
0
"
17
'
-
2
"
4'
-
1
0
"
20
'
-
2
"
1'
-
1
0
"
22
'
-
0
"
1'
-
2
"
17
'
-
2
"
7'
-
1
0
"
17
'
-
1
0
"
14
'
-
2
"
10
'
-
1
0
"
16
'
-
8
"
8'
-
4
"
7'
-
1
0
1
/
2
"
7
1
/
2
"
R
3
Q3
R3
Q3
8"
23
'
-
1
0
"
36
'
-
1
0
5
/
8
"
36
'
-
1
0
5
/
8
"
7
3
/
8
"
R3
T
Y
P
19
'
-
9
1
/
4
"
4'
-
8
3
/
4
"
14'-1 1/2"37'-6 1/2"
3
130B
130A
X130C XC03 XC11 XC19 XC27 XC34 XC36 X128
X129
XA14
A14A12A10A08XA08123D123C123A123B
XC05
8
A4.2.3
7
A4.2.3
TYP
A B C D E F G H
1
2
3
4
5
6
7
8
9
123
12
4
CO
O
R
I
D
O
R
6
6
6
6
6
6
A2.1.0
OVERALL FLOOR PLAN
SHEET NUMBER
JOB NO :
PA :
DATE :
REVISIONS
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THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.
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REV 1 | 04.29.2026
1.CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE
AND NOTIFY ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS BEFORE PROCEEDING
WITH THE WORK.
2.ALL PLAN BACKGROUND FEATURES SUCH AS RACKING, EQUIPMENT, FURNITURE, ETC. ARE LIGHTENED ON
THE FLOOR PLANS AND ARE SHOWN FOR COORDINATION PURPOSES ONLY. THEY ARE NOT TO BE
CONSIDERED A PART OF THIS PERMIT NOR SHALL THEY BE USED FOR FIELD DIMENSIONING (SCALING).
3.ALL CONCRETE FLOORS TO BE PATCHED AS REQUIRED TO CREATE A SMOOTH SURFACE THROUGHOUT.
ALL CONCRETE FLOORS TO RECEIVE LIGHT GRIND, CLEANED AND SEALED USING KEMIKO STONE SEALER II
OR EQUAL.
4.ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED.
5.ALL BOLLARDS SHALL BE PAINTED.
6.ALL STEEL HANDRAILS AND GUARDRAILS SHALL BE PAINTED WITH (2) COATS OF SAFETY YELLOW.
7.FRAME SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
8.DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 2" FROM WALL TO OUTER FACE OF DOOR FRAME
UNLESS NOTED OTHERWISE.
9.ALL DIMENSIONS TO STUD FRAMED PARTITIONS ARE TO OUTSIDE FACE OF GYPSUM BOARD.
10.BLOCKING SHALL BE PROVIDED IN ALL WALLS AS REQUIRED / RECOMMENDED FOR THE SUPPORT OF
MILLWORK, HANDRAILS, TOILET PARTITIONS AND ACCESSORIES, ETC. COMBUSTIBLE MATERIALS IN TYPES I
AND II CONSTRUCTION SHALL COMPLY WITH IBC 2021, SECTION 603.1.
11.PROVIDE MOISTURE RESISTANT GYPSUM BOARD OR CEMENT BOARD AT ALL WET WALLS.
12.PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND EXTERIOR OPENINGS, IN ALL DIRECTIONS, FOR
2'-0" INTO THE BUILDING.
13.PROVIDE FLOOR MATERIAL TRANSITIONAL STRIPS WHERE REQUIRED BY CHANGE IN MATERIAL.
14.PROVIDE ACCESS PANELS AS REQUIRED, COORDINATE WITH M.E.P. & F.P.
15.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH
TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS TO REDUCE THE AMOUNT OR DUST,
WATER AND DEBRIS WHICH MAY COLLECT IN THE SYSTEM AT THE TIME OF ROUGH INSTALLATION AND
DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING
AND VENTILATING EQUIPMENT.
16.CONTROL JOINTS IN GYPSUM BOARD WALL ASSEMBLIES SHALL BE INSTALLED WHERE INDICATED ON THE
PLANS AND WHERE THE FOLLOWING CONDITIONS EXIST:
16.1.A CONTROL JOINT SHALL BE INTALLED WHERE A PARTITION, WALL, OR CEILING TRAVERSES A
CONSTRUCTION JOINT (EXPANSION, SEISMIC OR BUILDING CONTROL ELEMENT) IN THE BASE
BUILDING STRUCTURE.
16.2.CONTROL JOINTS SHALL BE INSTALLED WHERE A WALL OR PARTITION RUNS IN AN UNINTERRUPTED
STRAIGHT PLANE EXCEEDING 25'-0".
16.3.WHERE A CONTROL JOINT OCCURS IN AN ACOUSTICAL OR FIRE RATED SYSTEM, BLOCKING SHALL BE
PROVIDED BEHIND THE CONTROL JOINT BY USING A BACKING MATERIAL SUCHS AS 5/8" TYPE X
GYPSUM BOARD, MINERAL FIBER, OR OTHER TESTED EQUIVALENT. SEE DETAIL 1/A4.3.1.
17.WHERE CONTROL JOINTS AR INSTALLED IN NON-RATED ASSEMBLIES AND ARE PARALLEL TO THE FRAMING
MEMBERS, A FRAMING MEMBER IS REQUIRED ON EACH SIDE OF THE OPENING - SEE DETAIL 1/A4.3.1.
18.PARTITION SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
19.REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION AT EXISTING DOORS.
XXX
FLOOR PLAN GENERAL NOTES
FLOOR PLAN LEGEND
EXISTING PARTITION TO REMAIN
NEW PARTITION
PARTITION TAG (SEE SHEET A4.1.1 FOR PARTITION TYPES)
DOOR TAG
EXISTING DOOR TO REMAIN NEW DOOR
1
2
NEW MAILBOXES. SEE DETAIL 2 / A9.1.1
IN-FILL OPENING FLUSH WITH ADJACENT WALL.
CHAIN LINK FENCE 12'-0" HIGH WITH 3'-0" WIDE GATE.
EXISTING STAIRS TO REMAIN
EXISTING WINDOW TO REMAIN
10' X 10' CHAINLINK FENCE 8'-0" HIGH WITH 6'-0" WIDE DOUBLE GATE OPENING.
NEW METAL, PAINTED GUARDRAIL AT LANDING, SEE DETAIL 3/A2.2.1.
LOCATION FOR NEW PREFAB METAL ROOF LADDER, COORDINATE WITH EXISTING ROOF HATCH ABOVE.
PAINTED PLYWOOD PANEL TO COVER EXISTING GLASS WALL STRUCTURE AT PRIVATE OFFICE.
FLOOR PLAN KEYNOTES
3
4
48" deep
#'
NEW METAL SYSTEM PARTITIONS. LENGTH NOTED ON PLANS. 12'-0" HIGH x 2'-0"
DEEP. AT UNIT / CORRIDOR DETAIL 3/A4.2.2. AT UNIT / UNIT DETAIL 9/A4.2.2
NEW METAL SYSTEM PARTITIONS WITH SHELF PANEL. LENGTH NOTED ON PLANS. 12'-0"
HIGH x 2'-0" DEEP. AT UNIT / CORRIDOR DETAIL 3/A4.2.2. AT UNIT / UNIT DETAIL 9/A4.2.2
NEW METAL SYSTEM PARTITIONS WITH SHELF PANEL. LENGTH NOTED ON PLANS. 12'-0"
HIGH x 4'-0" DEEP. AT UNIT / CORRIDOR DETAIL 3/A4.2.2. AT UNIT / UNIT DETAIL 9/A4.2.2
TYPICAL NEW DOORS AT METAL SYSTEM PARTITIONS. SEE DETAIL 2/A4.2.2.
MP
MONO POST WITH INFILLED PARTITIONS
R3
#
#
---
INFILLED PARTITIONS
Q3
PASSAGEWAY SIDE
ADJACENT UNIT SIDE
*ALL KEYNOTES MAY NOT BE PRESENT ON EACH SHEET*
5
6
7
8
150 SF
ROOM NAME
ROOM NUMBER
ROOM AREA
###
NAME
###
9
ENLARGED OFFICE AREA FLOOR PLAN - FIRST FLOOR 1
A2.2.1 SCALE: 1/8" = 1'-0"
ENLARGED OFFICE AREA FLOOR PLAN - MEZZANINE2
A2.2.1 SCALE: 1/8" = 1'-0"
110
OFF07
110
108
OFF05
106
OFF03
111
X108
X106
X104B
X104A
109
X107
X105
104
OFF01
X101
X103
109
OFF06
107
OFF04
105
OFF02
111
CONFERENCE
113
MENS
112
COORIDOR
11
5
CO
O
R
I
D
O
R
10
0
CO
O
R
I
D
O
R
116
OFF08
118
OFF10
120
OFF12
121
OFF13
116
118
120
119
OFF11
117
OFF09X117
X119
121
X122
124
COORIDOR
101
LOBBY 102
MAILBOXES
103
BREAKROOM
114
WOMENS
10
'
-
4
7
/
8
"
10
'
-
4
7
/
8
"
10
'
-
9
3
/
4
"
20
'
-
0
9
/
1
6
"
9'
-
1
1
1
/
2
"
19
'
-
0
3
/
8
"
24
'
-
1
1
1
/
2
"
3'
-
4
"
3'
-
4
"
5'
-
0
"
6'
-
1
1
3
/
1
6
"
18
'
-
2
1
5
/
1
6
"
4 1/2"
8'-6"12'-7 5/8"4'-0"
10 1/2"
11'-0"3'-0"
A9.1.1
1
A9.1.1
3
6'
-
1
0
7
/
8
"
2'
-
2
"
10
'
-
4
7
/
8
"
8'
-
2
5
/
8
"
2'
-
2
1
/
4
"
10
'
-
4
7
/
8
"
4'-0"15'-5 1/4"10'-2 5/8"10'-11"
15'-0 1/16"25'-2"19'-4 3/8"
B3
201
OFF14
202
OFF15
204
OFF16
206
OFF18
203
HUDDLE
205
OFF17
208
OFF20
210
OFF22
211
OFF23 213
RR 214
RR
209
OFF21
215
OFF24
216
OFF 26
217
OFF25
218
OFF27
221
OFF30
223
OFF32
220
OFF29
222
OFF31
224
OFF33
226
STORAGE
200
COORIDOR
225
COORIDOR
227
COORIDOR
212
COORIDOR
207
205
203
221
219
207
OFF19
219
OFF28
223
202
X201
X204
X206
X208
X210
X211
X209 X216
X217
X215
X218
X220
X222
X224
X226
212
112
3'
-
4
"
32
'
-
5
1
/
2
"
B3A
B3A
B3
A
B3
A
B3A
B3A
B3
A
B3A
B3
A
B3
A
B3
A
B3
A
B3
A
B3
A
B3A
B3 A3B3B3
B3
A
B3
A
8'
-
9
5
/
8
"
9'
-
9
3
/
8
"
15
'
-
1
"
10
'
-
2
3
/
4
"
9'
-
1
1
7
/
8
"
11
'
-
2
7
/
8
"
11
'
-
1
1
/
4
"
11
'
-
6
1
/
4
"
12
'
-
1
3
/
8
"
12
'
-
6
3
/
1
6
"
4'-1"10'-7 1/2"10'-6 1/4"3'-10"
11
'
-
4
7
/
8
"
6'-2 5/8"18'-9 1/4"
9
8
7
6
4'
-
0
"
1 5/8"
1
2
2
4
45
5
5
5
5
5
5
5
5
5 5 5
8
5
5
5
5
5
5
5
5
5
5
EXISTING ROOM TO
REMAIN VACANT
7
2
T3
A
T3
A
T3
A
T3
A
T3
A
T3A T3A
T3
A
T3
A
4
5 5 5 5
9
8
7
6
9
2
A2.2.2
S202
STAIRS
± 8'-5 1/8"
ALIGN ALIGN
LANDING
4
2
4'
T3A
A B A B
11
'
-
8
5
/
8
"
A2.2.1
ENLARGED OFFICE AREA
FLOOR PLANS
SHEET NUMBER
JOB NO :
PA :
DATE :
REVISIONS
AR
C
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V
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P
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ME
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:
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.
N/
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GA2048
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A2.2.2