HomeMy WebLinkAboutDFW West Logistics_Architectural OFFICE As Builts_12.18.24ABBREVIATIONS LEGEND
AFF
ACOU
ADA
ADJ
ALUM
ALT
APPR
APPROX
ARCH
A/E
AVG
BD
BLVD
BLKG
BLDG
BMD
CPT
CLG
CT
COL
CONC
CMU
CONT
CJ
CORR
DTL
DIM
DR
DN
DS
DWG
ELEC
ELEV
EMER
EQ
EQUIP
EXIST
EJ
EXT
EIFS
FIN
FIP
FE
FEC
FL
FT
FTG
GA
GALV
GC
GL
GYP
HT
ABOVE FINISHED FLOOR
ACOUSTICAL
AMERICANS WITH DISABILITIES ACT
ADJACENT
ALUMINUM
ALTERNATE
APPROVE, APPROVED
APPROXIMATE
ARCHITECT, ARCHITECTURAL
ARCHITECT/ENGINEER
AVERAGE
BOARD
BOULEVARD
BLOCKING
BUILDING
BOTTOM OF METAL DECK
CARPET
CEILING
CERAMIC TILE
COLUMN
CONCRETE
CONCRETE MASONRY UNIT
CONTINUOUS, CONTINUE
CONTROL JOINT, CONSTRUCTION JOINT
CORRIDOR
DETAIL
DIMENSION
DOOR
DOWN
DOWNSPOUT
DRAWING
ELECTRIC, ELECTRICAL
ELEVATION
EMERGENCY
EQUAL
EQUIPMENT
EXISTING
EXPANSION JOINT
EXTERIOR
EXTERIOR INSULATION FINISH SYSTEM
FINISH, FINISHED
FOAM IN PLACE
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FLOOR, FLOORING
FEET, FOOT
FOOTING
GAGE, GAUGE
GALVANIZED
GENERAL CONTRACTOR
GLASS, GLAZING
GYPSUM
HEIGHT
HM
IMP
IN
INT
JAN
MAINT
MAT'L
MAX
MECH
MTL
MEZZ
MIN
MISC
MTD
N/A
NTS
OC
OPP
OH
PLAM
PLBG
PREFAB
PREFIN
PT
QTY
REF
REINF
REQ'D
RD
SCH
SIM
SHT
SC
STC
SPEC
SF
SS
STD
STL
STR
TEMP
TH
TYP
UNO
VERT
VEST
VCT
VWC
WH
W/
W/O
WD
HOLLOW METAL
INSULATED METAL PANEL
INCH
INTERIOR
JANITOR
MAINTENANCE
MATERIAL
MAXIMUM
MECHANIC, MECHANICAL
METAL
MEZZANINE
MINIMUM
MISCELLANEOUS
MOUNTED
NOT APPLICABLE
NOT TO SCALE
ON CENTER
OPPOSITE
OVERHEAD
PLASTIC LAMINATE
PLUMBING
PREFABRICATE, PREFABRICATED
PREFINISH, PREFINISHED
PRESSURE TREATED
QUANTITY
REFERENCE
REINFORCE, REINFORCED,REINFORCING
REQUIRED
ROOF DRAIN
SCHEDULE
SIMILAR
SHEET
SOLID CORE
SOUND TRANSMISSION COEFFICIENT
SPECIFICATION
SQUARE FOOT, SQUARE FEET STAINLESS
STEEL
STANDARD
STEEL
STRUCTURE, STRUCTURAL TEMPORARY
TEMPORARY
THICK, THICKNESS
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VESTIBULE
VINYL COMPOSITION TILE
VINYL WALL COVERING
WATER HEATER
WITH
WITHOUT
WOOD
SYMBOLS LEGEND
SECTION
PLAN TITLE
DRAWING TITLEREVISION MARK
SECTION NUMBER
DIRECTION OF NORTH
EXTENT OF CUT
BETWEEN DOTS
2
5
A2.1 SCALE: 1/4"=1'-0"
DWG TITLE
SCALE: 1/4" = 1'-0"
PLAN TITLE
DIRECTION
OF CUT
5
A7.1
SHEET SECTION
IS SHOWN
REVISION NUMBER
LIST OF DRAWINGS
SHEET #DESCRIPTION
ARCHITECTURAL
TT1.1 COVER SHEET
TT1.2 COMCHECK
TLS1.1 LIFE SAFETY PLAN
LOCATION MAP
PLUMBING
BEST MANAGEMENT PRACTICES
SOLID WASTE MANAGEMENT :
PROVIDE DESIGNATED WASTE COLLECTION AREAS AND
CONTAINERS. CLEAR SITE OF TRASH.
MATERIAL DELIVERY AND STORAGE :
PROVIDE A DESIGNATED MATERIAL STORAGE AREA; IF NEEDED,
PROVIDE A SECOND CONTAINER
CONCRETE WASTE :
PROVIDE A DESIGNATED AREA TO BE USED FOR CONCRETE
TRUCK WASH-OUT IF NEEDED.AT
NO TIME SHALL RUN-OFF ENTER THE STORM DRAINS.
TYPE / NUMBER
ROOM NUMBER
WINDOW NUMBER
GLAZING LETTER
ROOM NAME
FRAME / OPENING
DESIGNATION FRAME / OPENING
LETTER OR NUMBER101
WINDOW
DESIGNATION 01
GLAZING
DESIGNATION
ROOM
DESIGNATION ###
NAME P1WALL TYPE
KEYNOTE DRAWING NOTE
NUMBER
PARTITION
REFERENCED
DETAIL
DETAIL NUMBER
5
A7.1
SHEET DETAIL
IS SHOWN
ELEVATION
SHEET ELEVATION
IS SHOWN
DIRECTION
OF VIEW
5
A7.1
ELEVATION
NUMBER
PAINT & PAINTING SUPPLIES
PROVIDE PROPER STORAGE, USE AND CLEANUP OF
MATERIALS.
VEHICLE FUELING, MAINT. AND CLEANING :
PROVIDE A DESIGNATED FUELING AREA WITH A SECOND
CONTAINER.
HAZARDOUS WASTE MANAGEMENT:
PREVENT THE DISCHARGE OF HAZARDOUS WASTE
POLLUTANTS INTO THE STORM DRAIN SYSTEM.
THE CONTRACTOR/OWNER SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS FOLLOWS:
PROJECT DATA
PROJECT DESCRIPTION
1A
TT1.1
TITLE SHEET
EGRESS DATA - CHAPTER 10
ALLOWABLE HEIGHT - CHAPTER 5, TABLE 504.3
ALLOWABLE BUILDING HEIGHT:75'-0", 4-STORIES
ACTUAL BUILDING HEIGHT:44'-0" TOP OF PARAPET, 1-STORY
(EXISTING; NO CHANGE)
CONSTRUCTION TYPE - CHAPTER 6
PROPOSED:TYPE IIB
STRUCTURAL FRAME :
BEARING WALLS (EXTERIOR) :
0 HOURS
0 HOURS
BEARING WALLS (INTERIOR)
NON-BEARING WALLS :
0 HOURS
0 HOURS
FLOOR CONSTRUCTION :
ROOF CONSTRUCTION :
0 HOURS
0 HOURS
FIRE PROTECTION SYSTEM - CHAPTER 9
FULLY SPRINKLED
OCCUPANT LOADS - CHAPTER 10, TABLE 1004.5
USE GROUP RATIO USE GROUP SF OCCUPANT LOAD
BUILDING CODE INFORMATION
PROJECT CODE DATA
USE GROUPS - CHAPTER 3
USE GROUPS:
SEPARATION:
B (OFFICE)
UNLIMITED AREA - NON SEPARATED
ALLOWABLE AREA - CHAPTER 5, TABLE 506.2
ALLOWABLE AREA:UNLIMITED AREA (SECTION 507)
2,965 SF
B 1/150 SF 2,689 SF 18 PERSONS
REQUIRED DOOR WIDTH : 37 X 0.2" = 7.4"
PROVIDED DOOR WIDTH : 3 EXITS X 32" EA = 96"
1 EXIT X 64" EA = 64"
COMMON PATH OF TRAVEL REQUIREMENT : 100'
MAXIMUM TRAVEL DISTANCE : 100'
BUILDING CODE:
ELECTRICAL CODE:
PLUMBING CODE:
MECHANICAL CODE:
FIRE CODE:
2021 INTERNATIONAL BUILDING CODE W/ AMENDMENTS
2020 NATIONAL ELECTRIC CODE W/ AMENDMENTS
2021 INTERNATIONAL PLUMBING CODE W/ AMENDMENTS
2021 INTERNATIONAL MECHANICAL CODE
2015 INTERNATIONAL FIRE CODE W/ AMENDMENTS
ACCESSIBILITY:
ENERGY CODE:
2012 TEXAS ACCESSIBILITY STANDARD | TAS | TDLR
2015 INTERNATIONAL ENERGY CONSERVATION CODE W/ AMENDMENTS
NEW 2,965 SF SPECULATIVE OFFICE WITHIN A 200,340 EXISTING
WAREHOUSE
ACTUAL AREA:
TA2.0 OVERALL PLAN
TA2.1 ENLARGED OFFICE FLOOR PLAN
TA2.2 ENLARGED RESTROOM FLOOR PLAN
TA2.3 MILLWORK SECTIONS
TA3.1 ENLARGED OFFICE RCP PLAN
TA3.2 CEILING DETAILS
TA4.1 DOOR SCHEDULE AND DETAILS
TA4.2 PARTITION DETAILS
TA4.3 PARTITION TYPES
TA5.1 EXTERIOR OFFICE ELEVATIONS
TA6.1 SECTIONS
TA10.1 FINISH SPECIFICATIONS
TA10.2 OFFICE FINISH FLOOR PLAN
PLUMBING SYSTEMS - CHAPTER 29, 2902.1
PLAN BACKGROUND GRAPHICS
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).
P0.1 COVER SHEET SYMBOLS AND NOTES
P2.1 PLUMBING FLOOR PLAN
P3.1 PLUMBING DETAILS
P4.1 PLUMBING SCHEDULES
P5.1 PLUMBING RISERS
PROJECT FOR:
ARCHITECT CONTRACTOR
GMA ARCHITECTS
7930 CLAYTON ROAD, SUITE 300
RICHMOND HEIGHTS, MISSOURI 63117
(P) 314.822.5191
MECHANICAL ELECTRICAL PLUMBING
ARCO/ MURRAY DESIGN BUILD
4925 GREENVILLE AVENUE, SUITE 915
DALLAS, TEXAS 75206
(P) 214.377.6681
OFFICE BUILD OUT
3642 EULESS-GRAPVINE ROAD, SUITE 100
GRAPEVINE TX, 76051
SWANSON
INDUSTRIAL
SWANSON
INDUSTRIAL
VENTURE MECHANICAL INC.
1644 W CROSBY RD
CARROLLTON, TX 75006
(P) 972.871.1300
HURST ELECTRIC CO.
229 W. HURST BLVD.
HURST, TX 76053
(P) 817.268.3000
AOS ENGINEERING
5020 TENNYSON PARKWAY
PLANO, TX 75024
(P) 214-432-3030
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
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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FOR
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SET
12.18.2024
WATER LAVATORIES SERVICEDRINKING
MEN - 19CLASSIFICATION: B
OCCUPANTS: 37
1 PER 100 = 0.37
1 PER 25
(1ST 50) = 0.76
1 PER 40
(1ST 80) = 0.475
WOMEN - 18
MENSUBTOTALSWOMEN
0.76 0.475 0.37
MEN
WOMEN
REQUIRED
TOTALS
TOTAL
PROVIDED
1
1
CLOSETS FOUNTAINS SINKS
0.72 0.450
1 1
1 1
4 4
1 1
1
1 PER 40
(1ST 80) = 0.450
UNISEX 1
1 PER 25
(1ST 50) = 0.72
B 1/15 SF 276 SF 19 PERSONS
TOTAL 2,965 SF 37 PERSONS
MECHANICAL
M101 OVERALL FLOOR PLAN - MECHANICAL
M102 OVERALL ROOF PLAN - MECHANICAL
M401 ENLARGED SPEC - OFFICE FLOOR PLAN - MECHANICAL
M402 ENLARGED SPEC - OFFICE ROOF PLAN - MECHANICAL
M601 MECHANICAL SCHEDULES
ELECTRICAL
E0.00 ELECTRICAL SPECS AND SYMBOLS
E0.01 ELECTRICAL COMCHECK
E2.00 OVERALL WAREHOUSE
E2.01 OFFICE ELECTRICAL
ELECTRIC CODE:2020 NATIONAL ELECTRICAL CODE (NFPA 70) REGARDING ELECTRICAL
VEHICLE CHARGING STATIONS
FUEL GAS CODE: 2021 INTERNATIONAL FUEL GAS CODE
STRUCTURAL
TS1.0 ROOF FRAMING DETAILS
TT1.2
COMCHECK
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
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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12.18.2024
OFFICE LIFE SAFETY PLAN3
TLS1.1 SCALE: 1/4" = 1'-0"
106
UNISEX RR
105
UNISEX RR
104
JANITOR
103
OPEN OFFICE
107
BREAKROOM
108
UNISEX RR
109
UNISEX RR
110
IT CLOSET
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1
EXIT
BRAILLE
NOTE 1: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD
USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY
DISABLED PERSONS AS SET FORTH IN THE AMERICAN WITH DISABILITIES ACT (ADA).
4"
6"
NOTE 2: WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES.
SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE
DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR,
INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST
ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" TO THE CENTERLINE OF THE SIGN
ABOVE FINISHED FLOOR.
EGRESS WALL SIGNS
EXIT & ENTRANCE SIGNAGE
WITH BRAILLE
OTHER WALL SIGNS
GENERAL NOTES
TACTILE EXIT SIGN: "EXIT". EVENLIGHT SOVEREIGN II OR SIMILAR.
SIGNAGE KEYNOTES
ALL EGRESS ILLUMINATION SHALL COMPLY WITH 2021 IBC SECTION 1006. THE
MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1
FOOT-CANDLE AT THE WALKING SURFACE LEVEL. SEE ELEC. DWGS. FOR
EGRESS ILLUMINATION COMPLIANCE.
FINAL LAYOUT OF WAREHOUSE EXIT SIGNS & FIRE EXTINGUISHERS TO BE
COORDINATED W/ LOCAL FIRE MARSHALL.
PROVIDE TACTILE EXIT SIGNS IN COMPLIANCE W/ SECTION 1013 OF 2021 IBC.
1.
2.
3.
EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A
KEY OR SPECIAL KNOWLEDGE OF EFFORT.
4.
ADDITIONAL EXIT SIGNS AND/OR EMERGENCY LIGHTING MAY BE REQUIRED,
SUBJECT TO FIELD INSPECTION & DETERMINATION OF THE AUTHORITY HAVING
JURISDICTION.
5.
1
LIFE SAFETY LEGEND
EXIT WIDTH PROVIDED IN INCHES
TRAVEL DISTANCE TO PRIMARY EXIT
36 EXIT SYMBOL
55'
=EXIT SIGN
=FIRE EXTINGUISHER, MOUNTED NO HIGHER THAN 3'-6" AFF TO
TOP OF FIRE EXTINGUISHER. VERIFY FINAL LOCATIONS WITH
LOCAL FIRE MARSHALL
FE
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).
6.
TRAVEL DISTANCE = 77'-3" TO EXIT
A B C D E F G H J K L M N P
1
2
3
4
5
6
Q
NOT IN SCOPE
KEY PLAN
SCALE: NTS
6
AREA OF
WORK
5/8" GYP. BD.
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
MAINTAIN RATED PARTITION AROUND
CABINET AS REQ'D.
COORDINATE DEPTH OF CABINET W/ PARTITION
THICKNESS
2
TLS1.1 SCALE: N.T.S.
FIRE EXTINGUISHER CABINET
2-1/2"
MAX.
R.
O
.
P
E
R
M
F
R
.
4'
-
0
"
A
.
F
.
F
SEE PLAN FOR
PARTITION TYPES
1
TLS1.1 SCALE: N.T.S.
FIRE EXTINGUISHER CABINET
FIRE EXT. CABINET
SHIM AS REQUIREDSEMI-RECCESSED
FIRE EXTINGUISHER CABINET
SEMI-RECCESSED
TLS1.1
LIFE SAFETY PLAN
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
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:
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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.
VE
N
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2
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21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
A B C D E F G H J K L M N P
1
2
3
4
5
6
Q
OVERALL PLAN1
TA2.0 SCALE: 1" = 30'-0"
3
TA2.1
SEE SHELL
DRAWING FOR
MORE INFO
TA2.0
OVERALL PLAN
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
CO
N
T
R
A
C
T
O
R
CO
N
S
U
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N
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I
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T
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I
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A
L
:
PL
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B
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:
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A
L
:
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3
0
0
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3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
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2
.
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.
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3
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0
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.
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50
2
0
T
E
N
N
Y
S
O
N
P
A
R
K
W
A
Y
PL
A
N
O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
ENLARGED OFFICE FLOOR PLAN2
TA2.1 SCALE: 1/4" = 1'-0"
106
UNISEX RR
105
UNISEX RR
104
JANITOR
103
OPEN OFFICE
107
BREAKROOM
108
UNISEX RR
109
UNISEX RR 110
IT CLOSET
106 105 104
109 110108
103A
103B
107B
107A
EX
103
1
TA2.2
35'-3 3/4"
P
3'
-
1
1
1
/
2
"
5'
-
3
1
/
4
"
10
3
/
4
"
10
3
/
4
"
1'-4"1'-10"5'-0"5'-0"2'-6 3/4"
2'
-
6
3
/
4
"
5'
-
0
"
1'
-
1
1
1
/
4
"
15
'
-
2
"
16'-2 1/8"
11'-0"3'-4 1/2"1'-11 5/8"
2'
-
0
"
2'-1"
8'
-
9
"
2'-0"
FINISH END PANEL
SS-1, SCHEDULED COUNTERTOP
WITH 4" BACKSPLASH AND RIGHT
SIDE SPLASH
PL-1, PLASTIC LAMINATE BASE
CABINET, NO SHELF. ATTACHED
BASE, AT SINK CABINET, ONLY
PL-1, PLASTIC LAMINATE BASE
CABINET WITH (1) DRAWER AND
(1)ADJUSTABLE SHELF WITH BLACK
MELAMINE INTERIOR
PL-1, PLASTIC LAMINATE UPPER
CABINET, 12" DEEP WITH (2) ADJ.
SHELVES AND BLACK MELAMINE
INTERIOR
11'-0"
REF
2'-0"2'-0"3'-0"2'-0"2'-0"
3'-4 1/2"1'-11 5/8"
3'-6"
3'-6"
FINISH END PANEL
PL-1, PLASTIC
LAMINATE BASE
2'
-
1
0
"
1'
-
8
"
3'
-
0
"
3'-4"
8 7/8"
8'
-
1
3
/
4
"
9'
-
9
"
TA2.23
BREAKROOM MILLWORK ELEVATION1
TA2.1 SCALE: 1/4" = 1'-0"
COPY MILLWORK ELEVATION3
TA2.1 SCALE: 1/4" = 1'-0"
TA2.2
1
1"2'-2"2'-2"2'-2"2'-2"
8'-9"
FINISH END PANEL
SS-1, SCHEDULED COUNTERTOP
WITH 4" BACKSPLASH AND RIGHT
SIDE SPLASHPL-1, PLASTIC LAMINATE BASE
CABINET WITH (1) DRAWER AND
(1)ADJUSTABLE SHELF WITH
BLACK MELAMINE INTERIOR
PL-1, PLASTIC LAMINATE UPPER
CABINET, 12" DEEP WITH (2) ADJ.
SHELVES AND BLACK MELAMINE
INTERIOR
2'
-
1
0
"
1'
-
8
"
3'
-
0
"
PL-1, PLASTIC LAMINATE BASE
4
TA2.3
4
TA2.3
2
TA2.3
3
TA2.3
1
TA2.3
COPY
P1 P1
P1
P1 P1
P1
P1
P1
P5
P5
P3
P3
P3
P3
P3
P3
P3
Q
6 7
2
5
3
4
1 8
5
5
5 5
9
9
9 99 9
3'-4"2'-10"1'-6"
8 7/8"
3'-4"8 7/8"
3'
-
4
"
4'
-
4
3
/
8
"
3'
-
4
"
5'
-
8
1
/
8
"
3'-4"2'-10"
FLOOR PLAN KEY NOTES
1 JANITOR SINK, VERIFY WITH G.C., AT THIS LOCATION. ADD FRP WALL
PROTECTION 4'-0" HIGH ON WET WALLS. RE: FINISH PLAN
OWNER PROVIDED REFRIGERATOR WITH ICE MAKER, PROVIDE ELECTRICAL/
WATER CONNECTIONS AS NECESSARY. REFER TO ELECTRICAL AND PLUMBING
DRAWINGS
ACCESSIBLE DRINKING FOUNTAIN, RE: TO PLUMBING DRAWINGS AND
DRINKING FOUNTAIN DETAIL ON SHEET TA2.2
OWNER PROVIDED COPY MACHINE, VERIFY POWER REQUIREMENTS PRIOR TO
CONSTRUCTION
OWNER PROVIDED FURNITURE, VERIFY ELECTRICAL REQUIREMENTS AND DATA
REQUIREMENTS PRIOR TO CONSTRUCTION
PROVIDE WATER LINE FOR OWNER PROVIDED COFFEE MACHINE, VERIFY
REQUIREMENTS PRIOR TO CONSTRUCTION, COORDINATE WITH ELEVATIONS
OWNER PROVIDED MICROWAVES, VERIFY PROPER ELECTRICAL REQUIREMENTS
PRIOR TO CONSTRUCTION
PROVIDE 10 GALLON WATER HEATER MOUNTED ON RACK AFF. SEE MEP
DRAWINGS FOR MORE INFORMATION.
SECOND FLOOR SPANDREL GLASS. SEE DETAILS 1/TA6.1 AND 2/TA6.1
GENERAL FLOOR PLAN NOTES
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.EQUIPMENT SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO
FABRICATION.
3.USE TAPEABLE METAL CORNER BEADS AT ALL GYPSUM BOARD CORNERS.
4.DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 4" FROM ADJACENT
UNLESS NOTED OTHERWISE.
5.ALL DIMENSIONS ARE TO FACE OF PARTITIONS.
6.FIRE RETARDANT BLOCKING SHALL BE PROVIDED IN ALL WALLS AS REQUIRED
BY CODE AND AS REQUIRED / RECOMMENDED FOR THE SUPPORT OF
MILLWORK, TOILET PARTITIONS AND ACCESSORIES, ETC.
7.PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL WALLS.
8.EXPOSED CONCRETE FLOOR JOINTS SHALL BE FILLED WITH MM80 SEMI-RIGID
JOINT SEALANT OR EQUAL.
9.ALL INTERIOR OFFICE WALLS, STEEL GIRTS AND BRACING SHALL BE PAINTED.
10.PROVIDE ACCESS PANELS AS REQUIRED, COORDINATE WITH M.E.P. & F.P.
11.COORDINATE FIRE EXTINGUISHERS LOCATIONS WITH ARCHITECT AND LOCAL
FIRE MARSHALL. LOCATIONS SHALL FOLLOW NFPA 472, FM STANDARDS, AND
ADA GUIDELINES. SEE DETAILS 1/TLS1.1 & 2/TLS1.1.
12.PROVIDE ROOM NAME SIGNAGE FOR MEN'S AND WOMEN'S RESTROOMS.
INCLUDE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNAGE SHALL BE
A.D.A. COMPLIANT. PROVIDE EXAMPLES TO ARCHITECT. SEE SHEET TLS1.1
13.DOORS DIMENSIONED TO FACE OF JAMB.
14 ROOF INSULATION ABOVE OFFICE LOCATIONS TO BE R-25
3
4
5
6
7
8
2
9
GENERAL FLOOR PLAN LEGEND
NEW WALL
EXISTING WALL TO REMAIN
FUTURE WALL
EXISTING DOOR TO REMAIN
NEW WALL
A B C D E F G H J K L M N P
1
2
3
4
5
6
Q
NOT IN SCOPE
KEY PLAN
SCALE: NTS
6
AREA OF
WORK
TA2.1
ENLARGED OFFICE
FLOOR PLAN
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
CO
N
T
R
A
C
T
O
R
CO
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
EL
E
C
T
R
I
C
A
L
:
PL
U
M
B
I
N
G
:
ME
C
H
A
N
I
C
A
L
:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
N
C
.
16
4
4
W
C
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7
5
0
0
6
97
2
.
8
7
1
.
1
3
0
0
HU
R
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O
.
22
9
W
.
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7
6
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7
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8
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49
2
5
G
R
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9
1
5
DA
L
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6
21
4
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.
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6
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36
4
2
E
U
L
E
S
S
-
G
R
A
P
E
V
I
N
E
R
O
A
D
,
S
U
I
T
E
1
0
0
GR
A
P
E
V
I
N
E
,
T
X
AO
S
E
N
G
I
N
E
E
R
I
N
G
50
2
0
T
E
N
N
Y
S
O
N
P
A
R
K
W
A
Y
PL
A
N
O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
GENERAL RESTROOM NOTES
1.SEE PLUMBING DRAWINGS FOR FIXTURE SPECIFICATIONS.
2.ALL EQUIPMENT SHALL BE LOCATED WITHIN REQUIRED ADA REACH RANGES
3.DO NOT LOCATE ANY FIXTURE BEHIND GRAB BARS.
4.SEE STANDARD LAV DETAILS ON THIS SHEET FOR REQUIRED CLEARANCE.
5.ALL FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH
ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING
OF WRIST. FORCE REQUIRED TO ACTIVATE CONTROLS SHALL NOT BE GREATER
THAN 5LBF
6.WATER CLOSET SEATS SHALL BE ELONGATED TYPE AND EITHER OF THE OPEN
FRONT TYPE OR HAVE AN AUTOMATIC SEAT COVER DISPENSER. SEE PLUMBING
DRAWINGS.
7.RESTROOM WALLS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE.
8.RESTROOM FLOORS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT AND SLIP
RESISTANT SURFACE SUCH AS CONCRETE, TILE OR OTHER APPROVED MATERIAL
AND EXTENDS 4" ONTO THE WALL.
9.ALL RESTROOMS INCLUDED IN THIS SET OF DRAWINGS FULLY COMPLY WITH ADA
ACCESSIBILITY STANDARDS AND SUBJECT TO FIELD VERIFICATION.
ACCESSIBLE TOUCHLESS WALL MOUNTED LAVATORY, SEE PLUMBING
DWGS FOR FIXTURE TYPE
ACCESSIBLE TOUCHLESS WALL MOUNTED FLUSH VALVE WATER CLOSET,
SEE PLUMBING DWGS. FOR FIXTURE TYPE
SURFACE MOUNTED SOAP DISPENSER, BOBRICK #B-2111
HC GRAB BARS, EQUIVALENT TO BOBRICK #B-6806 36" LG BACK OF
TOILET, 42" LG ADJACENT TO TOILET 12" OFF BACK WALL, 18" L VERTICAL
GRAB BAR MTD 39 TO 41" AFF AND 39" TO 41" OFF BACK WALL.
SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER, BOBRICK
#B-4288
SURFACE MOUNTED SANITARY NAPKIN DISPOSAL, BOBRICK #B-270
RECESSED TRASH RECEPTACLE, BOBRICK #B-43644 WITH RECESSED,
AUTOMATED GEORGIA PACIFIC-ENMOTION, TOUCHLESS, BATTERY
OPERATED PAPER TOWEL DISPENSER (ITEM #59466) ABOVE, STAINLESS
FINISH.
24" X 48"H MIRROR, BOBRICK #B-290
HIGH-LOW WATER FOUNTAIN WITH BOTTLE FILLER
60" WIDE X 56" DEEP MINIMUM CLEARANCE AT WATER CLOSET
5'-0" DIA. WHEELCHAIR TURNING DIAMETER.
30" X 48" CLEAR FLOOR SPACE
1
2
3
4
5
6
7
8
9
10
11
RESTROOM EQUIP LEGEND
(ALL KEY NOTES MAY NOT BE PRESENT ON EACH SHEET)
12
ENLARGED RESTROOM PLANS1
TA2.2 SCALE: 3/8" = 1'-0"
16"-18"
6'-2 7/8"1'-6"
2'
-
1
0
"
M
A
X
1
8
4
2
5
6
CL
CL 7'-8 7/8"
RESTROOM ELEVATION2
TA2.2 SCALE: 3/8" = 1'-0"
2'
-
1
0
"
M
A
X
1'-6"
CL
6'-2 7/8"
16"-18"
CL
7'-8 7/8"
1'-6"
CL
16"-18"
CL4'-4 5/8"
7'-7 3/4"
2'
-
1
0
"
M
A
X
16"-18"
4'-4 5/8"1'-6"
2'
-
1
0
"
M
A
X
CL
CL 7'-7 3/4"
34
"
M
A
X
T
O
T
O
P
OF
R
I
M
O
F
S
I
N
K
29
"
C
L
R
40
"
M
A
X
T
O
BO
T
T
O
M
O
F
RE
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
1
5
"
M
I
N
.
TO
O
U
T
L
E
T
.
M
U
S
T
B
E
BE
L
O
W
GR
A
B
B
A
R
2'
-
1
0
"
39
"
-
4
1
"
16"-18"
17
"
-
1
9
"
TO
T
O
P
OF
TO
I
L
E
T
SE
A
T
6"3'-0"
39"-41"
12"
MAX.
42"
MIN.
7"-9"
4'-6"
MIN.
1'
-
6
"
MI
N
.
2"
M
I
N
.
4
2
4
5
8
6
2
1
MANUAL FLUSH VALVE
TO BE ON OPEN SIDE
OF ROOM
3
3'
-
4
"
7
CL
STANDARD MOUNTING HEIGHT SCHEDULE
12"
MIN.
24"
MIN.
29" CLEAR AT FRONT OF SINK
WRAP ALL EXPOSED PIPES
29
"
M
I
N
.
27
"
M
I
N
.
34
"
M
A
X
.
*NOTE: IF A MINIMUM 9 INCHES
HEIGHT OF TOE CLEARANCE IS
PROVIDED A MAXIMUM OF 6 INCHES
OF THE 48 INCHES CLEAR FLOOR
SPACE REQUIRED AT THE FIXTURE MAY
EXTEND INTO THE TOE SPACE.
6" MAX.8" MIN.
17" MIN.
18
"
M
I
N
.
TO
℄
17" MIN.
30
"
M
I
N
.
48" MIN.
19"
MAX.TOE CLEARANCEKNEE CLEARANCE
SIDE ELEVATION PLAN VIEW
THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF
THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR
BUILDING DESIGN AND CONSTRUCTION.
CLEAR
FLOOR
SPACE9"
M
I
N
.
STANDARD LAVATORY CLEARANCE (N.T.S)
DRINKING FOUNTAIN DETAIL
39
1
/
2
"
M
A
X
.
27
"
M
A
X
CL
E
A
R
MAX.6"
36
"
M
A
X
.
THIS DIAGRAM ILLUSTRATES THE SPECIFIC
REQUIREMENTS OF THESE REGULATIONS
AND IS INTENDED ONLY AS AN AID FOR
BUILDING DESIGN AND CONSTRUCTION.
STANDARD HEIGHT DRINKING FOUNTAIN
ACCESSIBLE DRINKING FOUNTAIN
MAX.15"MAX.15"5"5"
STANDARD
HEIGHT E.D.F.
ACCESSIBLE
E.D.F.
MA
X
.
ACCESSIBLE BOTTLE
FILLER
MA
X
.
ACCESSIBLE BOTTLE FILLER
36
"
T
O
C
O
N
T
R
.
36
"
T
O
C
O
N
T
R
.
RESTROOM ELEVATION3
TA2.2 SCALE: 3/8" = 1'-0"
RESTROOM ELEVATION5
TA2.2 SCALE: 3/8" = 1'-0"
RESTROOM ELEVATION4
TA2.2 SCALE: 3/8" = 1'-0"
8 7/8"1'-1 3/4"4"
8'
-
4
1
/
8
"
9'
-
9
"
4"2'-7 1/2"8 7/8"
1'
-
8
3
/
8
"
8'
-
0
5
/
8
"
8'
-
6
1
/
8
"
22
2
1 1
1
44
4
7
7
33
8
88
5
6
5
6
5
6
6'
-
0
"
4'
-
0
"
4'
-
0
"
7
7
6'
-
0
"
FRP-1, ON ALL WALLS FRP-1, ON ALL WALLS
WT-1, 6' AFF ON ALL
WALLS
WT-1, 6' AFF ON ALL
WALLS
P-1, PAINT
P-1, PAINTP-1, PAINT
P-1, PAINT
TA2.24
TA2.25
TA2.2 2
TA2.2 3
108
UNISEX RR
109
UNISEX RR
105
UNISEX RR
106
UNISEX RR
106 105
109108
2
22
2
11
7 7
7 7
11
5
6
5
6
4
3 3
4
5
6
8 8
9
10
11
12
12
8
3 3
8
6
5
44
10
12
11
12
10
1212
1111
10
P4
P3
P3 P3
P3
P3
P5
P5
P5
P3 P3
P4
B-1, VINYL BASEB-1, VINYL BASE
3 3
3'-4"4'-7"3'-4"4'-11 1/4"
3'-4"2'-3 5/8"3'-4"2'-8 1/2"3'-0 3/8"
1'-9 1/8"
CL
1'-9 1/8"
CL
4"4"
TA2.2
ENLARGED RESTROOM
FLOOR PLANS
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
CO
N
T
R
A
C
T
O
R
CO
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
EL
E
C
T
R
I
C
A
L
:
PL
U
M
B
I
N
G
:
ME
C
H
A
N
I
C
A
L
:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
N
C
.
16
4
4
W
C
R
O
S
B
Y
R
O
A
D
CA
R
R
O
L
L
T
O
N
,
T
X
7
5
0
0
6
97
2
.
8
7
1
.
1
3
0
0
HU
R
S
T
E
L
E
C
T
R
I
C
C
O
.
22
9
W
.
H
U
R
S
T
B
L
V
D
.
HU
R
S
T
,
T
X
7
6
0
5
3
81
7
.
2
6
8
.
3
0
0
0
PR
O
J
E
C
T
AR
C
O
/
M
U
R
R
A
Y
D
E
S
I
G
N
B
U
I
L
D
49
2
5
G
R
E
E
N
V
I
L
L
E
A
V
E
#
9
1
5
DA
L
L
A
S
,
T
X
7
5
2
0
6
21
4
.
3
7
7
.
6
6
8
1
PR
O
J
E
C
T
S
W
A
N
S
O
N
36
4
2
E
U
L
E
S
S
-
G
R
A
P
E
V
I
N
E
R
O
A
D
,
S
U
I
T
E
1
0
0
GR
A
P
E
V
I
N
E
,
T
X
AO
S
E
N
G
I
N
E
E
R
I
N
G
50
2
0
T
E
N
N
Y
S
O
N
P
A
R
K
W
A
Y
PL
A
N
O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
FLEL
BASE CABINET SECTION w/ 6" DRAWER1
TA2.3 SCALE: 3/4" = 1'-0"
2'-0"
1
1
/
2
"
2'
-
1
0
"
PARTITION TYPE AS SCHED.
BACKSPLASH WHERE OCCURS,
SEE ELEVATIONS
COUNTERTOP AS SCHED.
AL
I
G
N
6" DRAWER ON FULL EXTENT
SLIDES
MULTIPLE HOLE & PIN SUPPORTS
@ MIN 2" OC
SCHEDULED BASE FINISH
BLACK MELAMINE INTERIOR AND
(1) ADJUSTABLE SHELF
SCHEDULED CABINET FINISH
4"
FLEL
BASE CABINET SECTION - DOOR2
TA2.3 SCALE: 3/4" = 1'-0"
2'-0"
1
1
/
2
"
2'
-
1
0
"
PARTITION TYPE AS SCHED.
BACKSPLASH WHERE OCCURS,
SEE ELEVATIONSCOUNTERTOP AS SCHED.
AL
I
G
N
MULTIPLE HOLE & PIN SUPPORTS
@ MIN 2" OC
SCHEDULED BASE FINISH
BLACK MELAMINE INTERIOR AND
(1) ADJUSTABLE SHELF
SCHEDULED CABINET FINISH
4"
SCHEDULED CABINET PULL
4"
FLEL
DISPOSAL & INSULATED HW &
DRAIN PIPING AS SCHED.
BASE CABINET W/ SINK & GARBAGE DISPOSAL3
TA2.3 SCALE: 3/4" = 1'-0"
PARTITION TYPE AS SCHED.
BACKSPLASH WHERE OCCURS, SEE
ELEVATIONS
2'-0"
CL
8" MIN,
TAS
AL
I
G
N
APRON PANEL W / PLAIN FINISH
COUNTERTOP AS SCHED.
BASE CABINET WITH SCHEDULED
FINISH
CLEARANCE UNDER SINK
COMPLYING W / TAS: MIN 2'-5"
AFF @ APRON , 2'-3" AFF X 8" D
@ KNEE SPACE , 9" AFF X 11"D @
TOE SPACE
SINK W / REAR DRAIN AND FAUCET
AS SCHED.
PLASTIC LAMINATE TOE KICK
BASE ATTACHED TO PLASTIC
LAMINATE BASE CABINET DOOR
PROVIDE DRAIN LINE & P-TRAP W/
PIPE PROTECTION TO MEET
ACCESSIBILITY REQUIREMENTS
2'
-
1
0
"
4"
1
1
/
2
"
11" MIN,
TAS
9"
,
AD
A
4"
SCHEDULED CABINET PULL
SCHEDULED CABINET PULL
SE
E
E
L
E
V
A
T
I
O
N
S
1'-0"
CLEAR INSIDE
(2) ADJUSTABLE SHELVES &
BLACK MELAMINE INTERIOR
SCHEDULED FINISH ON FACE OF
CABINET
SCHEDULED CABINET PULL
MULTIPLE HOLE & PIN SUPPORTS
@ MIN 2" OC
4
TA2.3 SCALE: 1 1/2" = 1'-0"
UPPER CABINET SECTION
HT
A
F
F
A
S
IN
D
I
C
A
T
E
D
TA2.3
MILLWORK SECTIONS
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
CO
N
T
R
A
C
T
O
R
CO
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
EL
E
C
T
R
I
C
A
L
:
PL
U
M
B
I
N
G
:
ME
C
H
A
N
I
C
A
L
:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
N
C
.
16
4
4
W
C
R
O
S
B
Y
R
O
A
D
CA
R
R
O
L
L
T
O
N
,
T
X
7
5
0
0
6
97
2
.
8
7
1
.
1
3
0
0
HU
R
S
T
E
L
E
C
T
R
I
C
C
O
.
22
9
W
.
H
U
R
S
T
B
L
V
D
.
HU
R
S
T
,
T
X
7
6
0
5
3
81
7
.
2
6
8
.
3
0
0
0
PR
O
J
E
C
T
AR
C
O
/
M
U
R
R
A
Y
D
E
S
I
G
N
B
U
I
L
D
49
2
5
G
R
E
E
N
V
I
L
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A
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E
#
9
1
5
DA
L
L
A
S
,
T
X
7
5
2
0
6
21
4
.
3
7
7
.
6
6
8
1
PR
O
J
E
C
T
S
W
A
N
S
O
N
36
4
2
E
U
L
E
S
S
-
G
R
A
P
E
V
I
N
E
R
O
A
D
,
S
U
I
T
E
1
0
0
GR
A
P
E
V
I
N
E
,
T
X
AO
S
E
N
G
I
N
E
E
R
I
N
G
50
2
0
T
E
N
N
Y
S
O
N
P
A
R
K
W
A
Y
PL
A
N
O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
ENLARGED OFFICE RCP PLAN1
TA3.1 SCALE: 1/4" = 1'-0"
106
UNISEX RR
105
UNISEX RR
104
JANITOR
107
BREAKROOM
108
UNISEX RR
109
UNISEX RR
110
IT CLOSET
P
GYP. BD
9'-0" AFF
GYP. BD
9'-0" AFF
GYP. BD
9'-0" AFF
GYP. BD
9'-0" AFF
GYP. BD
9'-0" AFF
ACT-1
9'-0" AFF
ACT-1
14'-0" AFF
1.CONTRACTOR TO REVIEW CEILING PLAN AND NOTIFY ARCH OF ANY
CONFLICTS SUCH AS DUCT WORK, PIPING, ELEC., ETC. PRIOR TO
PROCEEDING WITH CONSTRUCTION.
2.ALL OFFICE AREA ACOUSTICAL CEILING SHALL BE CENTERED IN EACH
ROOM AS SHOWN UNLESS NOTED OTHERWISE.
3.SEE 2/TA3.2 FOR GYP. BOARD CEILING DETAIL
4.SEE LIFE SAFETY PLANS FOR EXIT SIGN LOCATIONS, THOSE SHOWN
ARE FOR DESIGN INTENT ONLY AND SHOULD BE VERIFIED WITH THE
LOCAL CODE OFFICIALS AND FIRE DEPARTMENT.
5.SEE ELEC. PLANS FOR FINAL LIGHTING LAYOUT.
6.SEE MECH. PLANS FOR FINAL HVAC GRILLS, DIFFUSERS, DUCTS, AIR
RETURNS, ETC. LAYOUT.
7.PROVIDE MOISTURE RESISTANT GYP BOARD AT TOILET ROOM
CEILINGS.
8.MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE
NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT TO
EXCEED 25 AND A SMOKE DEVELOPED INDEX NOT TO EXCEED 50,
WHERE TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH
ASTM E84 OR UL 723.
9.ACCESS PANELS TO BE LOCATED IN GYP. BOARD CEILING IN EACH
RESTROOM. LOCATION TO BE DETERMINED BY ELECTRICIAN/HVAC
CONTRACTOR.
-SEE ELECTRICAL AND MECHANICAL DRAWINGS.
GENERAL R.C.P. NOTES
R.C.P. LEGEND
GYP. BD. CEILING
2'-0" X 4'-0" ACOUSTICAL CEILING TILE (ACT-1: ARMSTRONG
DUNE SECOND LOOK OR EQUAL)
(ITEMS ON LEGEND ARE NOT TO SCALE)
Q
103
OPEN OFFICE
ACT-1
14'-0" AFF
A B C D E F G H J K L M N P
1
2
3
4
5
6
Q
NOT IN SCOPE
KEY PLAN
SCALE: NTS
6
AREA OF
WORK
TA3.1
ENLARGED OFFICE RCP
PLAN
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
CO
N
T
R
A
C
T
O
R
CO
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
EL
E
C
T
R
I
C
A
L
:
PL
U
M
B
I
N
G
:
ME
C
H
A
N
I
C
A
L
:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
N
C
.
16
4
4
W
C
R
O
S
B
Y
R
O
A
D
CA
R
R
O
L
L
T
O
N
,
T
X
7
5
0
0
6
97
2
.
8
7
1
.
1
3
0
0
HU
R
S
T
E
L
E
C
T
R
I
C
C
O
.
22
9
W
.
H
U
R
S
T
B
L
V
D
.
HU
R
S
T
,
T
X
7
6
0
5
3
81
7
.
2
6
8
.
3
0
0
0
PR
O
J
E
C
T
AR
C
O
/
M
U
R
R
A
Y
D
E
S
I
G
N
B
U
I
L
D
49
2
5
G
R
E
E
N
V
I
L
L
E
A
V
E
#
9
1
5
DA
L
L
A
S
,
T
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7
5
2
0
6
21
4
.
3
7
7
.
6
6
8
1
PR
O
J
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S
W
A
N
S
O
N
36
4
2
E
U
L
E
S
S
-
G
R
A
P
E
V
I
N
E
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O
A
D
,
S
U
I
T
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1
0
0
GR
A
P
E
V
I
N
E
,
T
X
AO
S
E
N
G
I
N
E
E
R
I
N
G
50
2
0
T
E
N
N
Y
S
O
N
P
A
R
K
W
A
Y
PL
A
N
O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
WALL ANGLE
12 GA.
VERTICAL
HANGER WIRE
CROSS TEE
RUNNER AT
24" O.C.
FACE OF PARTITION
12 GA.
VERTICAL
HANGER WIRE
AT 48" O.C.
MAIN RUNNER
AT 48" O.C.
2"MIN.
ACOUSTICAL
CEILING TILE
NOTES:
1. INTERMEDIATE OR HEAVY DUTY
MAIN TEE CLASSIFICATIONS
2. ALL WIRE BRACING TO BE
ATTACHED TO SUSPENSION MEMBER
WITH A MINIMUM OF 3 TURNS.
3. ALL WIRES TO BE SECURED TO THE
STRUCTURE ABOVE.
4. 1 IN 6 MAX. PLUMB OF VERTICAL
HANGER WIRES.
5. PERIMETER TEE ENDS TIED
TOGETHER.
6. LIGHT FIXTURE (ALL TYPES)
MECHANICALLY ATTACHED TO GRID
PER NEC 410-16 (TWO PER FIXTURE
UNLESS INDEPENDENTLY SUPPORTED).
7. PENDANT-HUNG FIXTURES DIRECTLY
SUPPORTED FROM STRUCTURE WITH
9 GA. WIRE (OR APPROVED
ALTERNATIVE)
8. AIR TERMINALS: 20 LBS OR LESS
TO BE POSITIVELY ATTACHED TO
GRID. - 20 TO 56 LBS TO BE
POSITIVELY ATTACHED TO GRID AND
TWO WIRES TO STRUCTURE ABOVE
(MAY BE SLACK) - 56 LBS OR OVER
TO BE SUPPORTED DIRECTLY TO
STRUCTURE ABOVE BY 4 WIRES OR
APPROVED ALTERNATIVE.
9. SPRINKLER HEADS AND OTHER
PENETRATION CLEARANCE TO BE MIN.
3/8" ON ALL SIDES.
8" MAX.
7/8"
MIN.
3/8"
MIN.
INSTALL IN ACCORDANCE WITH THE 2006 IBC, SECTION
808.1.1.1 AND ASTM C 635 AND ASTM C 636
(NOTE: NOT
REQUIRED
UNLESS WALL
ANGLE LESS
THAN 7/8")
3
TA3.2 SCALE: 3" = 1'-0"
TYPICAL ACOUSTICAL
CEILING GRID DETAIL
2
TA3.2 SCALE: 1 1/2" = 1'-0"
GYP. BD. CEILING DETAIL
PRE-ENGINEERED GYP BD SUSPENSION
SYSTEM - USG ICC ESR- 1222 OR
APPROVED EQUAL
STEEL CROSS TEE
5/8" TYPE "X" GYP BD
MAIN TEE SPLICE
12 GA. HANGER WIRE
ATTACH SECURELY
TO STRUCTURE
ABOVE
SECURELY ATTACH GYP BD TO
SUSPENSION SYSTEM PER MFR
RECOMMENDATIONS
MAIN STEEL TEE
INSTALL CONTROL JOINTS PER MFR
RECOMMENDATIONS
CEILING AREAS EXCEEDING 900 SF TO
BE SUBDIVIDED W/ CONTROL JOINTS
INTO AREAS LESS THAN 900 SF
SEE DETAIL 1/TA3.2
USG 093 CONTROL JOINT OR
APPROVED EQUAL
5/8" GYP. BD.
MAIN TEES
1/2"
GYP. BOARD CEILING CJ DETAIL1
TA3.2 SCALE: 1 1/2" = 1'-0"
TA3.2
CEILING DETAILS
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
CO
N
T
R
A
C
T
O
R
CO
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
EL
E
C
T
R
I
C
A
L
:
PL
U
M
B
I
N
G
:
ME
C
H
A
N
I
C
A
L
:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
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C
.
16
4
4
W
C
R
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S
B
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,
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X
7
5
0
0
6
97
2
.
8
7
1
.
1
3
0
0
HU
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S
T
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C
C
O
.
22
9
W
.
H
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.
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7
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3
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8
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PR
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49
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5
G
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21
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7
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-
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A
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O
A
D
,
S
U
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1
0
0
GR
A
P
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V
I
N
E
,
T
X
AO
S
E
N
G
I
N
E
E
R
I
N
G
50
2
0
T
E
N
N
Y
S
O
N
P
A
R
K
W
A
Y
PL
A
N
O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
HEAD
FRAME
MAT'L SILLJAMB
REMARKS
DOOR SCHEDULE
DETAILSDOOR
MAT'L TYPETYPEHEIGHTWIDTHTHICK.
SE
E
S
C
H
E
D
SEE SCHED
INTERIOR
FRAME TYPES SCALE: 14"=1'-0"
TYPE A
DOOR TYPES SCALE: 14"=1'-0"
TYPE 1
7'
-
0
"
2"
2"SEE SCHED 2"
16 GA
WELDED
HM
(GALV/
PTD)
HARDWARE NOTES
1.WHERE WALL STOPS ARE NOT PRACTICAL PROVIDE FLOOR STOPS (IVES 436B OR 438B OR
EQUAL)
2.CYLINDRICAL LOCKS SHALL BE GRADE ONE. DEADBOLTS SHALL BE GRADE ONE WITH CYLINDER X
LEVER OPERATION LOCK. ALL HARDWARE FINISH TO BE BRUSHED ALUMINUM.
3.ALL DOORS INDICATED AS EXIT DOORS ON LIFE SAFETY PLANS SHALL INCLUDE HARDWARE THAT
ALLOWS OPERATION & EGRESS WITHOUT THE USE OF A KEY IN THE DIRECTION OF EGRESS
INDICATED BY THE EXIT SIGN ARROWS. ALL SWINGING EGRESS DOORS SHALL RELEASE WITH A
FORCE NOT TO EXCEED 5 POUNDS. FIRE DOORS AND DOORS OR GATES REQUIRED TO BE
EQUIPPED WITH PANIC HARDWARE, BREAK AWAY FEATURES OR OTHER FACTORS REQUIRING
HIGHER OPENING FORCE FOR SAFETY REASONS SHALL ALLOW THE DOOR LATCH TO RELEASE WHEN
SUBJECTED TO A 15-POUND (67 N) FORCE MAXIMUM.
4.PROVIDE HARDWARE AS REQUIRED FOR THE NORMAL OPERATION OF EACH DOOR.
5.PROVIDE ACCESSIBLE APPROVED LEVER HANDLE ON ALL SWING (NON-OVERHEAD) DOORS.
PROVIDE HAGER HEAVY DUTY SERIES (OR EQUAL) IN WAREHOUSE AREAS AND SCHLAGE MEDIUM
DUTY SERIES (OR EQUAL) IN OFFICE AREAS.
6.ALL HARDWARE SHALL COMPLY WITH THE ACCESSIBILITY CODE LISTED ON THE COVER SHEET.
7.CLOSERS SHALL BE LCN OR APPROVED EQUAL.
8.LOCKSET FUNCTION TO BE DETERMINED BY THE GENERAL CONTRACTOR AND APPROVED BY THE
OWNER.
9. ALL DOORS TO UTILIZE IC CORES AND BE KEYED ALIKE.
10.BALL BEARING HINGES SHALL HAVE NON-REMOVABLE PINS.
11.EXTERIOR DOORS SHALL BE PROVIDED WITH ACCESSIBLE ANODIZED ALUMINUM THRESHOLDS
WITH A MAXIMUM HEIGHT OF 1/2" AND BEVELED EDGE SLOPES NO GREATER THAN 1:12
12.RATED DOORS AND FRAMES SHALL BEAR AN APPROVED LABEL INDICATING (1) THE RATING
FOLLOWED BY THE LETTER "S", (2) THE MANUFACTURER AND (3) THE NAME OF THE 3RD PARTY
INSPECTION AGENCY.
18 GA
INSUL.
HM
DOOR
(GALV/
PTD)
INTERIOR
HARDWARE SCHEDULE
FIRE
RATING
HDW
GROUP
ROOM
#
DOOR
#
GROUP #1 - UNISEX RR'S
·1-1/2 PR BUTTS
·PRIVACY LOCKSET W/ OCCUPANCY INDICATOR
·WALL STOP
·CLOSER
·SILENCER
·KICK PLATE (WAREHOUSE SIDE)
GROUP #2 - CLASSROOM LOCKSET
·1-1/2 PR BUTTS
·CLASSROOM LOCKSET
·WALL STOP
·CLOSER
·SILENCER
·KICK PLATE (WAREHOUSE SIDE)
GROUP #3 - CLASSROOM SECURITY LOCKSET
·1-1/2 PR BUTTS
·CLASSROOM SECURITY LOCKSET
·WALL STOP
·CLOSER
·SILENCER
103A
104
105
106
107A
108
109
110
------1 HM ---A HM
103 ---HM 3'-0"7'-0"---A3 3
------HM 3'-0"7'-0"---A HM1 23/A4.1 3/A4.1
------HM 3'-0"7'-0"---A HM1 1
107 ---3'-0"7'-0"---3 3
------3'-0"7'-0"---1
INTERIOR
TYPE B
7'
-
0
"
2"
2"SEE SCHED 2"
16 GA
ALUM
(GALV/
PTD)
SE
E
S
C
H
E
D
SEE SCHED
INTERIOR
TYPE 2
SOLID
CORE
WOOD
DOOR
103B
107B
103 ---HM 3'-0"7'-0"---3 3
107 ---2 B ALUM 2
------3'-0"7'-0"---1
------3'-0"7'-0"---2
3'-0"7'-0"
2
2
2
WD
HM
WD
WD
WD
3'-0"7'-0"---
A
A
B
B
B
ALUM
ALUM
ALUM
1
---
---
2/A4.1 1/A4.1 ---
---
2/A4.1 1/A4.1 ---
2/A4.1 1/A4.1 ---
2/A4.1 1/A4.1 ---
---
---
---
3/A4.1 3/A4.1
3/A4.1 3/A4.1
INTERIOR
TYPE 3
18 GA
INSUL.
HM
DOOR
(GALV/PTD)
SE
E
S
C
H
E
D
SEE SCHED
3'
-
6
"
2'
-
3
"
6"6 1/2"
T
HM 3/A4.1 3/A4.1
HM 3/A4.1 3/A4.1
HM 3/A4.1 3/A4.1
NO KICK PLATES
NO KICK PLATES
NO KICK PLATES
NO KICK PLATES
DOOR AS SCHEDULED
1
3
/
4
"
6"
4
7
/
8
"
DOOR JAMB
3 5/8" METAL STUD
DOOR JAMB CASING
DOOR HEAD STOP
2"
1 1/4"
5/8" GYPSUM WALLBOARD
1
TA4.1 SCALE: 3" = 1'-0"
ALUM DOOR JAMB DETAIL
DOOR AS SCHEDULED
1 3/4"
6"
4 7/8"
DOOR HEAD
3 5/8" METAL STUD
DOOR HEAD CASING
DOOR HEAD STOP
ALUMINUM FRAME
2"
1
1
/
4
"
5/8" GYPSUM WALLBOARD
2
TA4.1 SCALE: 3" = 1'-0"
ALUM DOOR HEAD DETAIL
SE
E
D
O
O
R
SC
H
E
D
U
L
E
2"
1/2"
DO
O
R
O
P
E
N
I
N
G
HM MAN DR HEAD/JAMB AT GYP.
GYPSUM BOARD ON METAL
STUDS - REFER PARTITION
TYPES
DOUBLE STUD @ JAMB
RUNNER CHANNEL @ HEAD
REFER TO WALL TYPE FOR STUD
SIZE & GAUGE
CONT. SEALANT, BOTH SIDES
HOLLOW METAL FRAME
STANDARD Z
ANCHORS 3 PER
JAMB MIN.
REFER TO WALL TYPE
TO DETERMINE
REQUIRED FRAME
WIDTH
WOOD OR HOLLOW METAL
DOOR - SEE DOOR SCHEDULE
3
TA4.1 SCALE : 1 1/2"=1'-0"TA4.1
DOOR SCHEDULE
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
CO
N
T
R
A
C
T
O
R
CO
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
EL
E
C
T
R
I
C
A
L
:
PL
U
M
B
I
N
G
:
ME
C
H
A
N
I
C
A
L
:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
N
C
.
16
4
4
W
C
R
O
S
B
Y
R
O
A
D
CA
R
R
O
L
L
T
O
N
,
T
X
7
5
0
0
6
97
2
.
8
7
1
.
1
3
0
0
HU
R
S
T
E
L
E
C
T
R
I
C
C
O
.
22
9
W
.
H
U
R
S
T
B
L
V
D
.
HU
R
S
T
,
T
X
7
6
0
5
3
81
7
.
2
6
8
.
3
0
0
0
PR
O
J
E
C
T
AR
C
O
/
M
U
R
R
A
Y
D
E
S
I
G
N
B
U
I
L
D
49
2
5
G
R
E
E
N
V
I
L
L
E
A
V
E
#
9
1
5
DA
L
L
A
S
,
T
X
7
5
2
0
6
21
4
.
3
7
7
.
6
6
8
1
PR
O
J
E
C
T
S
W
A
N
S
O
N
36
4
2
E
U
L
E
S
S
-
G
R
A
P
E
V
I
N
E
R
O
A
D
,
S
U
I
T
E
1
0
0
GR
A
P
E
V
I
N
E
,
T
X
AO
S
E
N
G
I
N
E
E
R
I
N
G
50
2
0
T
E
N
N
Y
S
O
N
P
A
R
K
W
A
Y
PL
A
N
O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
CLIP ANGLE WITH SCREW OR WELD ATTACHMENT
COLD ROLLED CHANNEL
6
TA4.2 SCALE: 1 1/2" = 1'-0"
LATERAL BRACING
STUDS PER PARTITION TYPE
NOTE: ALTERNATIVE LATERAL BRACING METHODS SHALL BE CONSIDERED.
FRAMING SUBCONTRACTOR TO NOTIFY GENERAL CONTRACTOR IF
ALTERNATE LATERAL BRACING METHOD IS BEING PROPOSED
STUD
SIZE
362S125-18 16"4'-0"
362S125-27 16"
362S137-33 16"
362S200-33 16"
362S200-68 16"
SIZE
SPACING SPAN
CEILING
TILES
(BRACING
SPACING)SPACING SPAN
MAXIMUM SPAN MAXIMUM SPAN
362S125-18
(25 GA.)16"11'-0"24"9'-0"
362S125-33
(20 GA.)16"13'-6"24"12'-6"
600S125-33
(20 GA.)16"20'-6"24"18'-0"
CEILING JOISTS (NON-LOAD BEARING)
INTERIOR PARTITION (NON-LOAD BEARING)
1-STUD & 1-TRACK
2-STUD & 1-TRACK
3-STUD & 1-TRACK
4-STUD & 1-TRACK
5-STUD &
1-TRACK
(1) xxxS162-43 w/ (2) 33
MIL MIN TRACKS
(1) xxxS200-33 w/ (2) 33
MIL MIN TRACKS AT INT.
(2) 362S162-33 w/ (2) 33 MIL
MIN TRACKS AT DEMISING
(2) 600S162-33 w/ (2)
1000T125-43, 800T125-33,
600T125-33 OR 362T125-43
(2) 800S162-33 w/ (2)
1000T125-43, 800T125-43,
600T125-54, OR 362T125-54
4'-0"
8'-0"
10'-0"
12'-0"
6'-0"
SEE SECTION
SEE SECTION
(4) #8 SCREWS
EA END TOTAL
(4) #8 SCREWS
EA END TOTAL
(4) #8 SCREWS
EA END TOTAL
KING STUDS, U.N.O.SPAN HEADER SIZE
BOX BEAM HEADERS
GY
P
.
B
O
A
R
D
C
E
I
L
I
N
G
DE
T
A
I
L
X A4
.
X
4'-0"
3'-6"
3'-6"
STUD
SPACING
BRIDGING
SPACING
MAX.
PARTITION
HEIGHT
11'-4"
15'-3"
18'-3"
22'-5"
26'-6"
362S200-68 12"28'-6"
4'-0"
6'-0"
6'-0"
6'-0"
6'-0"
600S137-33 16"6'-0"
600S200-33 16"
600S250-54 16"
600S250-97 16"
600S250-97 12"
25'-2"
30'-0"
35'-0"
39'-11"
6'-0"
6'-0"
6'-0"
6'-0"42'-11"
STUD
SIZE
800S200-33 16"6'-0"
800S250-43 16"
800S250-68 16"
800S250-97 16"
800S250-97 12"
STUD
SPACING
BRIDGING
SPACING
MAX.
PARTITION
HEIGHT
35'-7"
39'-2"
43'-8"
47'-4"
50'-10"
1000S162-43 16"41'-7"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
1000S250-43 16"6'-0"
1000S250-54 16"
1000S250-97 16"
44'-9"
47'-3"
54'-1"
6'-0"
6'-0"
HEADER SCHEDULE (NON-LOAD BEARING)
6-STUD &
1-TRACK
14'-0"
16'-0"
(6) #8 SCREWS
EA END TOTAL
(8) #8 SCREWS
EA END TOTAL
CONNECTION
(2) 1000S162-43 w/ (3)
1000T125-43, 800T125-43,
600T125-54 OR 362T125-68
(2) 800S162-43 w/ (3)
1000T125-43, 800T125-43,
600T125-43 OR 362T125-54
(2) 600S162-33 w/ (2)
1000T125-43, 800T125-33,
600T125-43 OR 362T125-54
(4) #8 SCREWS
EA END TOTAL
6-STUD &
1-TRACK
METAL STUD
WALL SIZE &
SPACING SEE
SECTIONS AND
STUD
SCHEDULE
SEE
HEADER
SCHED.
ATTACHED TRACK TO STUD
WITH #8 (#7 @ 18 MIL.
STUDS) SCREW AT EACH
FLANGE 33 MIL. TYP. UP TO
10'-0" OPENING 43 MIL. UP
TO 12'-0" OPN'G.54 MIL. UP
TO 16'-0" OPN'G.
OPENING
SEE
HEADER
SCHED.
#8 SCREWS
SEE SCHED.
METAL STUD
WALL SIZE &
SPACING
SEE
SECTIONS
AND STUD
SCHEDULETRACK
SEE
HEADER
SCHED.
ATTACH
TRACK TO
STUD AT EACH
FLANGE W/ #8
SCREWS
TOP TRACK
ATTACH BACK TO
BACK STUDS W/ #8
SCREWS @ 12" O.C.
ATTACH TRACK
TO STUD AT
EACH FLANGE W/
#8 SCREWS
CONC.
SLAB
CONT. TRACK W/ .180" POWER
DRIVEN SHOT PINS AT 16" O.C.
U.N.O. AT SECTIONS (ESR-1799)
OR APPROVED EQUAL
CONT. TRACK W/ .180" POWER
DRIVEN SHOT PINS AT 16" O.C.
U.N.O. AT SECTIONS (ESR-1799)
OR APPROVED EQUAL
(1) POWER DRIVEN SHOT PIN
FOR EACH KING STUD, TYP.
CONC.
SLAB
CLOSURE
STUD REQ'D
FOR OPENING
JAMB
#8 SCREWS @
12" O.C.
BUILT-UP
HEADER
SEE
SCHEDULE
OPENING
#8 SCREWS @
12" O.C.
1.UNLESS NOTED OTHERWISE ON THE PLANS, USE THE FOLLOWING COLD-FORMED STEEL FRAMING
FOR INTERIOR NON-LOAD BEARING PARTITIONS.
2.ALL FRAMING SHALL CONFORM TO THE BUILDING CODE; REFER TO THE SHEETS AT THE
BEGINNING OF THE SET FOR BUILDING CODE USED. IT IS THE SUBCONTRACTOR'S
RESPONSIBILITY TO FOLLOW THE CURRENT CODES ADOPTED BY THE AUTHORITY HAVING
JURISDICTION.
3.ALL FRAMING HAS BEEN DESIGNED PER THE AISI S100 AND AISI S211 FOR A LATERAL LOAD OF
5PSF WITH DEFLECTION LIMITS OF L/120 AND 2" MAXIMUM.
4.ALL MEMBERS SHALL BE ASTM A1003, 50KSI FOR MEMBERS 54MIL (16GAGE) AND THICKER, 33KSI
FOR MEMBERS 43MIL (18GAGE) AND THINNER, ZINC COATED MEETING ASTM A525, G-60 OR
EQUIVALENT.
5.ALL KING STUDS SHALL BE FULL HEIGHT AND SHALL MATCH THE TYPICAL STUD SIZE.
6.ALL TRACKS SHALL MATCH THE WALL STUD DEPTH, AND SHALL BE A MINIMUM OF 33MIL (20GAGE)
THICK. STUDS SHALL BEAR 1" MINIMUM ON TOP AND BOTTOM TRACK FLANGES. DEFLECTION
TRACKS SHALL BE SELECTED TO MEET THE STANDARD DEFLECTION LIMITS FOR THE FRAMING
ABOVE: SPAN/240 FOR ROOF MEMBERS, AND SPAN/360 FOR FLOOR MEMBERS. EXAMPLE:
a.FOR A DEFLECTION TRACK LOCATED UNDER OR ADJACENT TO A 60'-0" SPAN ROOF JOIST, THE
DEFLECTION TRACK SHALL ALLOW FOR THE FOLLOWING:
GAP = (60 FT X 12 INCHES/FT)/240 = 3 INCHES
7.WALLBOARD CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 24'-0" HORIZONTAL AND 25'-0"
VERTICAL.
1.ALL FRAMING SHALL CONFORM TO THE BUILDING CODE AND AISI S100.
2.WHERE CEILING SUPPORTED TOILET PARTITIONS OCCUR, USE 600S125-43 @ 16" O.C. UP TO 16'-0" MAXIMUM
SPAN.
3.362S125-43 CEILING TIES (SEE SCHEDULE) WITH 1 - #8 SCREW AT EACH JOIST.
4.DESIGN LOAD: DEAD LOAD = 5 PSF, DEFLECTION LIMIT L/360
600 S 162 54
DE
P
T
H
LI
P
FL
A
N
G
E
WI
D
T
H
C-STUD/ JOIST TRACK CHANNEL
FURRING CHANNELS-SECTIONS T-SECTIONS U-SECTIONS
F-SECTIONS
STYLE:
(EXAMPLE: STUD OR JOIST SECTION = S)
THE FOUR ALPHA CHARATCERS UTLIZED BY
THE DESIGNATOR SYSTEM ARE:
S = STUD OF JOIST SECTIONS
T = TRACK SECTIONS
U = CHANNEL SECTIONS
F = FURRING CHANNEL SECTIONS
MATERIAL THICKNESS:
(EXAMPLE: 0.054 IN. = 54 MILS;
1 MIL = 1/1000 IN.) DESIGNATOR
SYSTEM ARE:
MATERIAL THICKNESS IS THE MINIMUM
BASE METAL THICKNESS IN MILS.
MINIMUM BASE METAL THICKNESS
REPRESENTS 95% OF THE DESIGN
THICKNESS.
EXAMPLE:
-
MEMBER DEPTH: (EXAMPLE: 6" = 600 X 1/100 INCHES)
ALL MEMBER DEPTHS ARE TAKEN IN 1/100 INCHES FOR ALL "T"
SECTIONS MEMBER DEPTH IS THE INSIDE TO INSIDE DIMENSION.
FLANGE WIDTH:
(EXAMPLE: 1 5/8" = 1.625"=162 X 1/100 INCHES)
ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES
45°
6"
METAL STUD DIAGONAL BRACE WHERE REQUIRED.
SEE STRUCTURAL DRAWINGS.
12 GA. HANGER WIRE
METAL STUD WALL WITH 5/8" THK. GYPSUM BOARD
AT BOTH SIDES
SUSPENDED ACOUSTIC CEILING TILE
2
TA4.2 SCALE: 1 1/2" = 1'-0"
PARTITIONS THAT BREAK THE GRID
BRACING DETAIL FOR
FLOOR / ROOF ASSEMBLY AS APPLICABLE
HOLD GYPSUM BOARD PANELS TIGHT TO
BOTTOM OF DECK
FASTENERS AT 3" O.C. MAX
BlazeFrame RipTrack DEFLECTION TRACK
RipTRAK Clip (RTC) ON EACH SIDE
OUTER / OVERLAPPING GYPSUM
BOARD STRIPS
TEAR AWAY BEAD (EACH SIDE)
5/8" GYP BD - SEE PARTITION TYPE
VARIES
REFER TO
PARTITION TYPE
5
1/
2
"
NO
M
I
N
A
L
JO
I
N
T
2"
2"
3"
B.
O
.
TR
A
C
K
DEFLECTION TRACK AT JOIST - GIRDER3
TA4.2 SCALE: 1 1/2" = 1'-0"
METAL DECK - SEE STRUCTURAL
STOP DRYWALL 1/2" FROM DECK & CAULK
5/8" DRYWALL ON 1-5/8" METAL STUDS @ 16"
C/C - USE TYPE "X" GYP. BD. AT RATED WALLS
STEEL JOIST - SEE STRUCT.
DEFLECTION TRACK - ANCHOR TO JOIST PER
PARTITION TYPE
COMPRESSIBLE FILLER
TRACK RUNNER SET INSIDE OF DEFLECTION
TRACK
METAL STUD - SEE PARTITION TYPES
FILL GAPS W/ MINERAL WOOL
AT RATED PARTITIONS
NOTES:
1.USE FIRE RATED CAULK AS
REQUIRED PER U.L. #, FOR RATED
PARTITIONS
2.WHEN PERPENDICULAR TO JOIST,
ALIGN WITH BOTTOM CHORD OF
JOIST
3.WHEN WALLS DO NOT HIT JOIST,
PROVIDE DEFLECTION TRACK AT
UNDERSIDE OF DECK
*
TEAR AWAY BEAD (EACH SIDE)
OVERLAP TOP DRYWALL JOIST ENCASEMENT
OVER FACE OF DEMISING WALL. DO NOT
ATTACH TO DEFLECTION TRACK
VARIES
REFER TO
PARTITION TYPE
FLOOR / ROOF ASSEMBLY AS APPLICABLE
* :
1.5x SIZE OF DEFLECTION TRACK
LEG LENGTH. SEE STRUCTURAL.
COORDINATE DEFLECTION
TRACK WITH ANTICIPATED
MOVEMENT OF STRUCTURE
1/4" BEAD OF AC. SEALANT AT PARTITION TYPES W/
SOUND ATTENUATING BLANKET.
FLOOR ANCHORAGE OF PARTITION1
BASE VARIES - REF. SCHEDULE
MTL. RUNNER TRACK W/ POWER DRIVEN
FASTENERS @ 24" 0.C.
NO. OF LAYERS OF GYP. BOARD AS INDICATED BY
PART. TYPE.
ENCLOSE TOP, BOTTOM, BACK AND SIDES OF ALL
MECHANICAL AND ELECTRICAL DEVICES W/ AC.
SEALANT AT PARTITION TYPES W/ SOUND
ATTENUATING BLANKETS.
"V" GROOVE DRYWALL CONTROL
JOINT 25'-0" O.C. MAX. BOTH SIDES
5/8"
1/2" MAX.
2 CONTROL JOINT
WHI-495-PSV-0824
1
TA4.2 SCALE: 1 1/2" = 1'-0"
4
TA4.2 SCALE: 1 1/2" = 1'-0"
DEFLECTION TRACK DETAIL AT METAL DECK
PARTITION DETAILS
CEILING GRID STOPS AT PARTITION
SEISMIC BRACING SYSTEM FOR PARTITIONS IS TO
BE INDEPENDENT OF BRACING SYSTEM FOR
CEILINGS
SCHEDULED PARTITION
SCHEDULED CEILING
SEE REFLECTED CEILING PLAN
METAL STUD BRACING
SECURELY ATTACH TO STRUCTURE ABOVE AND
TOP TRACK BELOW
5
TA4.2 SCALE: 3" = 1'-0"
THAT BREAK THE GRID
BRACING DETAIL FOR PARTITIONS
TA4.2
PARTITION DETAILS
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
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C
T
CO
N
T
R
A
C
T
O
R
CO
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S
U
L
T
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N
G
E
N
G
I
N
E
E
R
S
EL
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C
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R
I
C
A
L
:
PL
U
M
B
I
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:
ME
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A
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A
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:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
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C
.
16
4
4
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C
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Y
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L
T
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,
T
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7
5
0
0
6
97
2
.
8
7
1
.
1
3
0
0
HU
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S
T
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T
R
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C
C
O
.
22
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.
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6
8
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5
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4
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U
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1
0
0
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A
P
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N
E
,
T
X
AO
S
E
N
G
I
N
E
E
R
I
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G
50
2
0
T
E
N
N
Y
S
O
N
P
A
R
K
W
A
Y
PL
A
N
O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
1.SEAL ALL PENETRATIONS.
2.REFER TO SHEET TA4.2 FOR SIZING OF ALL METAL STUDS BASED ON HEIGHT.
3.ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH
ASTM E84 OR UL 723, AND SHALL CARRY CLASS C FLAME SPREAD AND SMOKE DEVELOPED
INDEXES:
FLAME SPREAD INDEX: 76-200
SMOKE DEVELOPED INDEX: 0-450
4.MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A
FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE DEVELOPED INDEX NOT TO EXCEED 50,
WHERE TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ASTM E84 OR UL 723.
PARTITION NOTES
5/8"3 5/8"5/8"
4 7/8"
1/
2
"
3 5/8" METAL STUD-INSULATEDP3
6"
BRACE AS REQUIRED
RE: TO DETAILS 2/TA4.1 AND
5/TA4.1
CONTINUOUS 20 GA. RUNNER
TRACK
CEILING AS SCHEDULED
3 5/8" METAL STUDS. SEE CHART
FOR GAUGING & SPACING BASED
ON HEIGHT. PROVIDE FULL
CAVITY SOUND ATTENUATION
BATTS
BASE AS SCHEDULED
HOLD BTM. OF GYP. BD. 1/2"
OFF FLOOR
FLOOR
DECK
SOUND ATTENUATION BATTS 4'-0"
HORIZONTALLY EACH SIDE OF
PARTITION
P1
5/8"3/4"3 5/8"
5"
(U.N.O.)
FLOOR
1/
2
"
3-5/8" METAL STUD FURRED WALL - INSULATED
DECK
5/8" TYPE X GYPSUM BOARD
3-5/8" METAL STUDS. SEE
CHART FOR GAUGING AND
SPACING BASED ON HEIGHT
FULL CAVITY THERMAL BATTS ; (R-13 MIN
- CONFIRM W/ MECHANICAL ENGINEER)
BASE AS SCHEDULED. SEE FINISH SHEETS
HOLD BTM. OF GYP. BD. 1/2"
OFF FLOOR
ACOUSTICAL SEALANT
SCALE: 1 1/2" = 1'-0"
SCHEDULED CEILING (SEE
REFLECTED CEILING PLAN)
EX. CONC. TILT WALL / CMU WALL.
SEE FLOOR PLAN
SEE
STRUCT.
6"
FOIL FACED STICK-PIN INSULATION TO
DECK (R-13 MIN - CONFIRM W/
MECHANICAL ENGINEER)
5/8"5/8"8"
9 1/4"
1/
2
"
P5 FULL HT. 8" METAL STUD-INSULATED
DEFLECTION TRACK - SEE
3/TA4.1 AND 4/TA4.1
ALL PENETRATIONS
AND JOINTS
(PARTITION TO DECK
AND PARTITION TO
FLOOR) TO BE
PROPERLY
SEALED/CAULKED
5/8" TYPE "X" GYPSUM
BOARD EACH SIDE. RUN TO
DECK ON WAREHOUSE SIDE
ONLY.
8" METAL STUDS. SEE
CHART FOR GAUGING &
SPACING BASED ON HEIGHT
R-13 THERMAL BATTS WITH
VAPOR BARRIER
BASE AS SCHEDULED
HOLD BTM. OF GYP. BD. 1/2"
OFF FLOOR
SCALE: 1 1/2" = 1'-0"
FLOOR
SCHEDULED
CEILING -
WHERE OCCURS
(SEE REFLECTED
CEILING PLAN)
6"
SOUND BATTING
ACOUSTICAL SEALANT
UNDER DECK INSULATION
WAREHOUSE SIDE
PLUMBING WALL
SEE PLAN
5/8"5/8"
P4
RE
:
T
O
R
C
P
FO
R
C
E
I
L
I
N
G
H
E
I
G
H
T
S
SCHEDULED CEILING
DRYWALL GUSSETS TOP, BOTTOM
& MIDDLE
3 5/8" METAL STUDS. SEE CHART
FOR GAUGING & SPACING BASED
ON HEIGHT
R-19 BATT INSUL.
MOISTURE RESISTANT 5/8"
GYPSUM BOARD ON BOTH SIDES
BASE AS SCHEDULED
FLOOR
6"
5/8" GYPSUM BOARD
BRACE AS REQUIRED
RE: SHEET TA4.1
SCALE: 1 1/2" = 1'-0"
BATT INSULATION TO DECK. STRAPPING
TO HOLD IN PLACE. (R-13 MIN - CONFIRM
W/ MECHANICAL ENGINEER)
5/8" TYPE "X" GYPSUM
BOARD EACH SIDE. RUN TO
DECK ON WAREHOUSE SIDE
ONLY.
A4.3
PARTITION TYPES
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
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E
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T
CO
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R
A
C
T
O
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CO
N
S
U
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T
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N
G
E
N
G
I
N
E
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R
S
EL
E
C
T
R
I
C
A
L
:
PL
U
M
B
I
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G
:
ME
C
H
A
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C
A
L
:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
N
C
.
16
4
4
W
C
R
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S
B
Y
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CA
R
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L
L
T
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N
,
T
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7
5
0
0
6
97
2
.
8
7
1
.
1
3
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0
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.
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0
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A
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T
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S
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N
G
I
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R
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50
2
0
T
E
N
N
Y
S
O
N
P
A
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K
W
A
Y
PL
A
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O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
QP
56
-SEE SHELL DRAWING FOR
ADDITIONAL ELEVATIONS
EXTERIOR OFFICE - NORTH ELEVATION1
TA5.1 SCALE: 1" = 20'-0"
EXTERIOR OFFICE - EAST ELEVATION2
TA5.1 SCALE: 1" = 20'-0"
-SEE SHELL DRAWING FOR
ADDITIONAL ELEVATIONS
TA5.1
EXTERIOR OFFICE ELEVATIONS
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
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C
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CO
N
T
R
A
C
T
O
R
CO
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
EL
E
C
T
R
I
C
A
L
:
PL
U
M
B
I
N
G
:
ME
C
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A
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I
C
A
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:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
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C
.
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6
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2
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1
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3
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0
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A
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T
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S
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G
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50
2
0
T
E
N
N
Y
S
O
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P
A
R
K
W
A
Y
PL
A
N
O
,
T
X
7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
SE
E
C
O
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E
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N
D
S
H
E
L
L
D
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A
W
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S
FINISH FLOOR
EL. = 100'-0"
B
WALL SECTION1
TA6.1 SCALE: 3/8" = 1'-0"
WALL SECTION2
TA6.1 SCALE: 3/8" = 1'-0"
14
'
-
0
"
R
.
O
.
2'
-
0
"
9'
-
6
"
R
.
O
.
VA
R
I
E
S
-
S
E
E
C
O
R
E
A
N
D
S
H
E
L
L
D
R
A
W
I
N
G
S
SPANDREL GLASS.
SEE WINDOW TYPE B
FINISH FLOOR
EL. = 100'-0"
14
'
-
0
"
R
.
O
.
2'
-
0
"
T/ PANEL B/ WD BLOCKING
3'
-
0
3
/
8
"
R
.
O
.
SPANDREL GLASS.
SEE WINDOW TYPE D
SE
E
C
O
R
E
A
N
D
S
H
E
L
L
D
R
A
W
I
N
G
S
T/ PANEL B/ WD BLOCKING
VA
R
I
E
S
-
C
O
R
E
A
N
D
S
H
E
L
L
D
R
A
W
I
N
G
S
B
D
2'-6"
2'
-
0
"
CL CL
WINDOW
PREFIN. ALUM FRAME
2"2"
6'-0"5'-8"
18'-0"
2"2"
5'-8"
2"
2'
-
8
"
2"
3'
-
6
"
2"
2'
-
8
"
2"
9'
-
6
"
1" INSULATED GLASS
NOTE:S = SPANDREL GLASS
S
S
S
S
S
S S
S
S
16
'
A
F
F
2"2"
6'-0"3'-8"
14'-6"
2"2"
4'-2"
2"
2'
-
8
"
2"
3'
-
0
"
16
'
A
F
F
DWINDOW
PREFIN. ALUM FRAME
S SS
WINDOW TYPE LEGEND
TA6.1
WALL SECTIONS
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
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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.
VE
N
T
U
R
E
M
E
C
H
A
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4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
1.
7.
9.
8.
3.
6.
5.
2.
4.
GENERAL NOTES
10.
PA
I
N
T
PAINT - GYPSUM BOARD
CEILING
GYP.
COLOR: CEILING BRIGHT WHITE SW7007
MFG PAINT: SHERWIN WILLIAMS
FINISH: PRO-MAR 400 FLAT
WALL TREATMENT (OFFICE AREA)BASE
FINISH SPECIFICATIONS
FLOORING MILLWORK
PL
A
S
T
I
C
L
A
M
I
N
A
T
E
SU
R
F
A
C
E
S
CO
U
N
T
E
R
T
O
P
WA
L
L
T
I
L
E
FR
P
FIBER REINFORCED PANEL-JANITOR
MFG: KEMLITE GLASBORD
COLOR: 85 WHITE
REFER TO ELEVATIONS TO VERIFY FINISHES AND FOR ADDITIONAL FINISH INFORMATION.
ALL INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE BE PAINTED (ENAMEL FINISH) P-3.
INSTALL ALL MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
DO NOT PAINT ANY EXTERIOR PREFINISHED WINDOW/STOREFRONT FRAMES.
ALL BULKHEADS/CASED OPENINGS SHALL BE PAINTED TO MATCH ADJACENT SURFACE,
UNLESS NOTED OTHERWISE.
PROVIDE AND CONTINUE SCHEDULED FLOORING FROM WALL TO WALL INCLUDING UNDER MILLWORK
UNLESS OTHERWISE NOTED.
INSTALL THE FOLLOWING TRANSITION STRIPS BETWEEN FLOORING CHANGES;
CPT TO CONCRETE - JOHNSONITE EG-20-J IN COLOR 20 CHARCOAL
DO NOT PUT VINYL BASE AT CONCRETE OR IMP WALLS.
ALL WOOD TO BE STAINED TO MATCH ARCHITECTS SAMPLE IF NOT ALREADY PRE-FINISHED.
NO FINISH/MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS REVIEWED AND APPROVED
BY ARCHITECT.
PAINT ALL HVAC LOUVERS/GRILLS IN A PARTITION TO MATCH THAT PARTITION.
11.
B-1 4" COVE BASE
MFG: TARKETT
COLOR: 20 CHARCOAL
P-1 PAINT - FIELD
MFG: SHERWIN WILLIAMS
COLOR: EXTRA WHITE SW7006
P-2 PAINT - ACCENT
FINISH: EGGSHELL
WT-1
FRP-1
LAMINATE CABINETSPL-1
SS-1
MFG: FORMICA
STYLE: GRAPHITE 837-58
WOOD
WD-1
CO
N
C
R
E
T
E
SOLID SURFACE
MFG: FORMICA
COLOR: BLEACHED CONCRETE 601-S1
MFG: VT INDUSTRIES
COLOR: RIVERSTONE RI18
STYLE: PLAIN SLICED SELECT WHITE BIRCH
12. FRP-1 SHALL BE INSTALLED AT WAREHOUSE RESTROOMS & JANITOR CLOSETS 4'-0" HIGH A.F.F.
ON ALL WET WALLS. SEE FINISH PLAN
WOOD DOORS
CNC-1 SEALED CONCRETE
MFG: SHERWIN WILLIAMS
COLOR: CITYSCAPE SW7067
FINISH: EGGSHELL
FL
O
O
R
T
I
L
E
RESTROOM TILETL-1
VI
N
Y
L
LVT-1 LUXURY VINYL TILE (FIELD)
MFG: ARMSTRONG
PATTERN: PARALLEL USA 12
COLOR: EVENING SHADOW J5102
SIZE: 6" X 48" X 0.08"
INSTALLATION: ASHLAR
RESTROOM FLOOR TILE TO CPT - SCHLUTER, RENO U
LVT TO CPT - JOHNSONITE SLT- 20-A IN COLOR 20 CHARCOAL
WALL TILE (RESTROOM WALL TILE)
B-2
CA
R
P
E
T
CPT-1 CARPET TILE (OPEN OFFICE)
MFG: INTERFACE
PATTERN: OPEN AIR 418
COLOR: 107044 NICKEL
SIZE: 20" X 20"
INSTALLATION: ASHLAR
CONTACT: JACLYN DAVIS, 314.660.2372
JACLYN.DAVIS@INTERFACE.COM
CONTACT: JOANNA WHITTAKER, 314.629.0125
JOANNA.WHITTAKER@DALTILE.COM
MFG: DALTILE
PATTERN: CHOICE
COLOR: IRON CS23
SIZE: 12" X 24"
INSTALLATION: 33% OFFSET
GROUT: TEC POWER GROUT, MATCH TILE
MFG: CROSSVILLE
PATTERN: AMAYA WOOD
COLOR: WALNUT
SIZE: 6" X 24"
INSTALLATION: 33% OFFSET
GROUT: TEC POWER GROUT, WARM TAUPE 973
CONTACT: NIKKI STELLOH 314.327.9764
Nikki.Stelloh@VirginiaTile.com
FINISH: MATTE
6" COVE BASE
MFG: TARKETT
COLOR: 20 CHARCOAL
P-3 PAINT - HM DOORS & FRAMES
MFG: SHERWIN WILLIAMS
COLOR: PEPPERCORN SW7674
FINISH: ENAMEL
ACOUSTICAL CEILING TILEACT-1
SIZE: 24" X 48", ANGLED TEGULAR 15/16"
MFG: ARMSTRONG
PATTERN: DUNE SECOND LOOK
TA10.1
FINISH SPECIFICATIONS
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
CO
N
T
R
A
C
T
O
R
CO
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
EL
E
C
T
R
I
C
A
L
:
PL
U
M
B
I
N
G
:
ME
C
H
A
N
I
C
A
L
:
79
3
0
C
L
A
Y
T
O
N
R
D
.
S
T
E
3
0
0
RI
C
H
M
O
N
D
,
H
E
I
G
H
T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
L
I
N
C
.
16
4
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C
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B
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CA
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,
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7
5
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7
5
0
2
4
21
4
.
4
3
2
.
3
0
3
0
FOR
RECORD
SET
12.18.2024
OFFICE FINISH FLOOR PLAN2
TA10.2 SCALE: 1/4" = 1'-0"
106
UNISEX RR
105
UNISEX RR 104
JANITOR
103
OPEN OFFICE
107
BREAKROOM
108
UNISEX RR
110
IT CLOSET
P Q
CNC-1
P-1
B-1
CNC-1
P-1
B-1
FRP-1 FRP-1
FRP-1
FRP-1
FRP-1 FRP-1
FRP-1
FRP-1
CNC-1
P-1
B-1
LVT-1
P-1
B-1
109
UNISEX RR
TL-1
P-1
WT-1
WT-1
WT-1
WT-1
WT-1
WT-1
WT-1
WT-1
P-2
P-2
P-2
P-2LVT-1
P-1
B-1
LVT-1
P-1
B-1
CPT-1
P-1
B-1
B-2
B-2
200
ELECTRICAL ROOM
300
FIRE PUMP ROOM
B-2
B-2B-2
H
FINISH FLOOR PLAN (ELECTRICAL AND FIRE PUMP ROOM)1
TA10.2 SCALE: 1/4" = 1'-0"
22'-0 1/4"
8'
-
1
3
/
4
"
TL-1
P-1
P-1
P-1
P-1P-1
P-1
FRP-1
FRP-1
6
A B C D E F G H J K L M N P
1
2
3
4
5
6
Q
NOT IN SCOPE
KEY PLAN
SCALE: NTS
AREA OF
WORK
1
TL-1
WT-1
WT-1 @ 8' AFF
PT-2 ABOVE
TA10.2
OFFICE FINISH FLOOR
PLAN
SHEET NUMBER
JOB NO : GA1054
PA : MLK
DATE : 1/8/2024
REVISIONS
AR
C
H
I
T
E
C
T
CO
N
T
R
A
C
T
O
R
CO
N
S
U
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N
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N
G
I
N
E
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R
S
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C
T
R
I
C
A
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:
PL
U
M
B
I
N
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:
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A
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C
A
L
:
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D
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G
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T
S
6
3
1
1
7
(P
)
3
1
4
-
8
2
2
-
5
1
9
1
WW
W
.
G
M
A
-
A
R
C
H
I
T
E
C
T
S
.
C
O
M
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.
VE
N
T
U
R
E
M
E
C
H
A
N
I
C
A
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I
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50
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0
FOR
RECORD
SET
12.18.2024