JASMAINE FRANKLIN PORTFOLIO
PGAL PFVS
10
LAX AIRPORT_ CONRAC
CVG AIRPORT_ CONRAC
22
26
PGAL
PGAL
16
GWCC_ BC EXPANSION PGAL
DELRAY_ SPRINGHURST_ THE ADAM HOTEL TOWNPLACE/FAIRFEILD PFVS
STUDIO PEEK
TABLE OF CONTENTS
04
PFVS
32
EDWARD RESIDENCE RENOVATION PEEK DESIGN GROUP
36
THESIS_ BONES TO BUILT
5TH YEAR_SPRING STUDIO
40
ORGANIC MUSUEM OF ART 4TH YEAR_SPRING STUDIO
42
IVAN ALLEN JR BLVD
3RD YEAR_SPRING STUDIO
3
LAX AIRPORT_CONRAC PGAL
4
THIRD PARTY RENDERING
GENERAL NOTES
G-01
G-02
G-03
G-05
G-07
G-09 G-10
G-22
G-23
G-29 G-30 G-33
G-34
G-45
1. REFER TO A0.110 FOR PARTITION TYPES 2. REFER TO A0.120 FOR FINISH SCHEDULE 3. REFER TO A0.130 FOR DOOR SCHEDULE 4. REFER TO LIFE SAFETY PLANS FOR FIRE RATED WALLS 5. WHERE ENLARGED DRAWINGS ARE REFERENCED, SEE ENLARGED PLANS FOR DIMENSIONS, ELEVATION, KEY NOTES, ETC. 6. ALL INTERIOR DIMENSIONS ARE TO FACE OF STRUCTURE , U.N.O. 7. REFER TO A2.100 SHEET SERIES FOR DRAINAGE AND EDGE OF SLAB PLANS 8. REFER TO LANDSCAPE DRAWINGS FOR HARDSCAPE, LANDSCAPE, PAVING, IRRIGATION, ETC., AND COORDINATE WITH CIVIL DRAWINGS FOR DRAINAGE AND ADJACENT PAVEMENT 9. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL ELEMENT SIZES, CONNECTIONS AND DETAILS 10. REFER TO FUELING AND EQUIPMENT DRAWINGS FOR ALL EQUIPMENT WITHIN MAINTENANCE BAYS, CARWASH BAYS, FUELING AREA, EQUIPMENT ROOM, ETC 11. ALL JERSEY BARRIERS ARE MOVEABLE CONCRETE BARRIERS PER TP, PART 2B-20.1.A.1. REMAINDER OF BARRIERS TO BE LOCATED IN COORDINATION WITH TENANTS. 12. IR-#=INTERIOR RAMP # 13. ER-#=EXTERIOR RAMP # 14. STRIPING IS ONLY REQUIRED FOR EXIT WALKWAYS AND COMMON USE AREAS. IT IS UP TO EACH TENANT TO STRIPE THEIR IS SPACE. 15. REFER TO A5.101 FOR STRIPING DETAILS 16. REFER TO A8 SERIES FOR FINISH PLANS
G-46
887'-0" 36'-0"
36'-0"
36'-0"
36'-0"
36'-0" 18'-0"
216'-0"
36'-0"
108'-0"
5'-0" 54'-0"
36'-0"
198'-0"
36'-0"
TYP
D-01
D-02
2
DWP
A6.100
2
ER-1
A7.110
1
2
A7.100
A7.100
ER-2
UP
ER-3
UP
UP
3
4
A7.100
A7.100
D-A
D-B D-C
Q-1
STAIR 14
STAIR 1
Q-10
131' - 0"
6 DFU
6 DFU
6 DFU
RS14-101
RS1-101
5
UP
UP
296 DFU
G-B
4
5
296 DFU
296 DFU
CAV
60'-0"
IR-1
13' - 1 15/16"
G-A
60'-0"
CAV
Q-A 316 DFU
19
AC VAN
STAIR 13
Q-B
EVCS AC VAN
AC
RS13-101
G-C
17
CAV
ER-4
60'-0"
18
Q-C 358 DFU
290 DFU
60'-0"
G-D
G-E
SECTOR A
STAIR 2 RS2-101
1 / A2.210A
60'-0"
1
G-F
STAIR 27
A7.101
17
SECTOR B 1 / A2.210B
SECTOR AA
1 A7.101
5'-0"
RS27-101
60'-0"
G-G
Q-D
16
Q-E
15
Q-F
14
Q-G Q-H
13
6 888 DFU
G-H
290 DFU
60'-0"
STAIR 15 RS15-101
2 A7.101
A7.101
RS16-101
G-J
60'-0"
Q-J Q-K
12
2
STAIR 16
Q-L
STAIR 21
STAIR 3
11
RS21-101
RS3-101
42 DFU
10
G-K
60'-0"
SECTOR C
60'-0"
D S
1493 DFU
S 1391 DFU
DN
D S
)
2
019
T ra n
s
oft
S
olu
tio
n
,s
In
c.A
l r ig
ht
s
re
serv
e
d
.
STAIR 22
7 (US -62011
(c )
WB
HTO
AAS
7 (US -62011
)
2
019
T ra n
s
oft
S
luo
tio
n
,s
In
c.A
l r ig
ht
s
re
serv
e
d
.
RS22-101
(c )
WB
HTO
3 3 A7.101
)
T ra n
s
oft
S
olu
tio
n
,s
In
c.A
l r ig
ht
s
re
serv
e
d
.
7 (US -62011
019 2
WB
HTO
A6.100
3 A7.101
7
503 DFU
AAS
(c )
RS26-101
AAS
Q-T
6
STAIR 5
D W
RS5-101
5
G-R
303 DFU
60'-0"
STAIR 6
G-S
SECTOR E
RS6-101
60'-0"
STAIR 7
SECTOR F
1 / A2.210E
RS7-101
RS20-101
S
4 19
STAIR 23
1 / A2.210F
STAIR 20 STAIR 19
RS23-101
98 DFU
RS19-101
5'-0"
G-T
RS18-101
STAIR 26
G-Q
G-V
3
SECTOR CC
60'-0"
G-U
9
8
UP
AC VAN
A6.100
RS12-101
RS17-101
EVCS AC VAN
1
SECTOR BB
STAIR 12
1 / A2.210D
STAIR 17
STAIR 18
RS4-101
CAV
1,215'-0"
G-P
60'-0"
G-N
SECTOR D
1 / A2.210C
STAIR 4
5'-0"
60'-0"
G-M
2
1
60'-0"
STAIR 25
60'-0"
G-W
RS25-101
50 DFU 74 DFU
STAIR 8
4
4
A7.101
A7.101
S
STAIR 11
RS8-101
RS11-101
D S
5
5 A7.101
60'-0"
A7.101
50 DFU
ER-4
G-Y
60'-0"
1 / A2.210H IR-2
G-AA
50 DFU
UP
STAIR 24
EVCS
EVCS
EVCS
EVCS
CAV
CAV
9
CAV
CAV
CAV
CAV
CAV
YIELD
354 DFU
EVCS
37
EVCS
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
AC VAN
EVCS
EVCS
CAV
EVCS AC VAN
AC
EVCS AC
45
AC
4 A7.100
AC
S
RS10-101
3 A7.100
EVCS
UP
EVCS
ER-7
EVCS
UP
159'-1 1/4"
EVCS
ER-6
UP
STAIR 10
AC
RS9-101
ER-5
1 A7.110
RS24-101
2 A7.100
AC VAN
STAIR 9
CAV
3
83 51
4 A6.100
N
B
F
G
H
BB CC
№.
1 2
REGISTRATION
DATE
DESCRIPTION
PROJECT TITLE
LAX CONSOLIDATED RENT-A-CAR FACILITY
COPYRIGHT © 2020
01-17-2020 EARLY START - RFCD-APDU #2 04-15-2020 CURRENT STATUS DOCUMENT-ISSUED FOR CONSTRUCTION, INCLUDES RFIS/ASI 1-356
NS
ED AR CH I Y P. GER RE
SHEET TITLE
SHEET NUMBER
C-27945 07-31-2019 2 21
TE
RENEWAL DATE
RR & IS GARAGE - LEVEL 1 PLAN - OVERALL
CT
E
REVISIONS
A
D
RR/IS 5251 W. 98TH ST. CSB (5TH FLOOR) WEST 5251 W. 98TH ST., SUITE 500 CSB (5TH FLOOR) EAST 5251 W. 98TH ST., SUITE 501 QTA 525 S. LA CIENEGA BLVD. DWP YARD 5274 W. ARBOR VITAE ST. FIRE COMMAND CENTER 9617 S. LA CIENEGA BLVD.
ST
C
AA
F
PROJECT LOCATION
A
TE
PGAL 6033 W. CENTURY BLVD. SUITE 895 LOS ANGELES, CA 90045
NI A
KEY PLAN
CONSULTANT
LIC E
CONTRACTOR
LA GATEWAY PARTNERS 5200 W. CENTURY BLVD. SUITE 201 LOS ANGELES, CA 90045
1
1" = 60'-0"
JEF
DEVELOPER
RR/IS - LEVEL 1 FLOOR PLAN - OVERALL
R BE
DATE STAMP:
1 / A2.210G
Q-GG
2 A7.114
CAV
FILE NAME:
SECTOR H
CAV
BIM 360://5200277 ConRAC - BIM Coordination/ARCH_LAX-ConRAC_RR_RVT2019_.rvt 4/22/2020 1:38:13 PM
60'-0"
SECTOR G
G-Z
AC
G-X
O F CA LI FO
R
A2.001
5
RCP LEGEND (FS3) SURFACE MOUNTED LED DOWNLIGHT (FS4) WALL MOUNTED SCONCE LIGHT (LP1) 4' PENDENT LINEAR LED LIGHT (LP1A) 4' SURFACE MOUNTED LED LIGHT (LR1A) 12' RECESSED LINEAR LED LIGHT (LR2A) 2' RECESSED LINEAR LED LIGHT (LR3) 4' RECESSED LINEAR LED LIGHT (R1) PARKING GARAGE LED LIGHT, SHOWN IN READY RETURN (R2) PARKING GARAGE LED LIGHT, SHOWN IN IDLE STORAGE (R3) PARKING GARAGE LED LIGHT SHOWN AT EXTERIOR RAMP ENTRANCES (R5) 2'x4' LED LIGHT (R7) LINEAR LED LIGHT (R8) ARCHITECTURAL WALL SCONCE (RD1) RECESSED LED DOWNLIGHT (RD2) RECESSED LED SQUARE DOWNLIGHT (S81) SEMI-RECESSED PATHWAY LIGHT
NORTH CORE - LEVEL 1
(X1) EMERGENCY EXIT SIGN
3
(ACP) 2x2 ACOUSTICAL CEILING PANEL (BAF) BAFFLE CEILING BASIS OF DESIGN-USG BARZ (EXP) OPEN TO STRUCTURE (GYP) GYPSUM BOARD (MCP) METAL CEILING PANEL
G-14
KEYNOTE LEGEND
NUMBER
M
J
J
22' - 5 5/8"
13' - 11 3/8"
EMERGENCY ELEC
1 A4.340
R-136
121' - 0"
EQ
T B142
M182
OS
M
R-140
SUBSTATION ROOM
FCM
R-137
SEE A3.009 FOR STAIR LANDNG LIGHT LAYOUT
A7.140 M180
STAIR 15
36' - 0 5/8"
M182
DN
8' - 4"
J T
UP
12' - 0"
EQ
M
D D
M182
M182 D M(D)
M182
R-137B
B142 10.51
D M(D) R-138
T
M180
D R-139B
M180
G-J 8' - 0" O.C. TYP. LP2
5' - 8"
CM
J
EQ
8' - 0"
8' - 0"
8' - 0"
EQ
AC 4 A5.100
10 A8.500
Sim
1' - 3"
16' - 9"
1' - 0"
AC
F
G-J
M(D)
R-138
10' - 5"
OPEN TO STRUCTURE DD M(D) J T
11' - 8 1/4" J
DW
9' - 11 3/4"
J
DD
TENANT TR
LP2
1' - 0"
M(D)
R6.1
UP
RS15-101
R6
8' - 1 3/8"
D
M
EQ
J
J
9' - 8 3/8"
R6.1
T
R-140
R-141
2
A7.125
STAIR 15
RECYCLING
DB
FAMILY
1
25' - 7 5/8"
EQ
J
EQ J
CM
8' - 4"
59' - 7 5/8"
22' - 11 3/8"
M
RECYCLING
OS
DB
M
59' - 0"
M
EQ
J
J R6
R-141
16' - 8"
12' - 0" 12' - 0"
R-143
B142
M(D) R-138
MEN
R-142
4' - 0"
18' - 0"
8' - 4" R.O. 13' - 5 1/4"
4' - 6 3/4" 1' - 1 1/4"
8' - 0"
16' - 8 3/4" 73' - 4"
3' - 4"
5' - 10"
12' - 0"
3' - 4"
R.0.
0' - 10"
21' - 10 3/8"
R.0.
0' - 8 3/8"
3 A4.301
3' - 3 5/8"
N
PROJECT LOCATION
A
B D
E
F
G
H
BB CC
RR/IS 5251 W. 98TH ST. CSB (5TH FLOOR) WEST 5251 W. 98TH ST., SUITE 500 CSB (5TH FLOOR) EAST 5251 W. 98TH ST., SUITE 501 QTA 525 S. LA CIENEGA BLVD. DWP YARD 5274 W. ARBOR VITAE ST. FIRE COMMAND CENTER 9617 S. LA CIENEGA BLVD.
REVISIONS №.
1 2
REGISTRATION DATE
DESCRIPTION
PROJECT TITLE
LAX CONSOLIDATED RENT-A-CAR FACILITY
COPYRIGHT © 2020
01-17-2020 EARLY START - RFCD-APDU #2 04-15-2020 CURRENT STATUS DOCUMENT-ISSUED FOR CONSTRUCTION, INCLUDES RFIS/ASI 1-356
NS
ED AR CH I Y P. GER RE
SHEET TITLE
SHEET NUMBER
C-27945 07-31-2019 2 21
TE
RENEWAL DATE
RR & IS GARAGE - ENLARGED CORE - LEVEL 1 - SECTOR C
CT
C
AA
TE
PGAL 6033 W. CENTURY BLVD. SUITE 895 LOS ANGELES, CA 90045
1
F
KEY PLAN
CONSULTANT
1/8" = 1'-0"
NI A
CONTRACTOR
LA GATEWAY PARTNERS 5200 W. CENTURY BLVD. SUITE 201 LOS ANGELES, CA 90045
RR - ENLARGED CORE PLAN - LEVEL 1 - SECTOR C
2
LIC E
DEVELOPER
1/8" = 1'-0"
JEF
RR/IS - ENLARGED CORE RCP - LEVEL 1 - SECTOR C
A
BIM 360://5200277 ConRAC - BIM Coordination/ARCH_LAX-ConRAC_RR_RVT2019_.rvt 4/22/2020 2:01:22 PM
DB
VESTIBULE
ST
DATE STAMP:
R-144-A
D
R BE
FILE NAME:
PLUMBING CHASE
M182
J
8' - 4"
OS
FAMILY
F
6
DB
EBP
15' - 11 7/8"
J TENANT TR
R-145
R-144
RS15-101
T
WOMEN
VESTIBULE
AC
M182
16' - 8"
12' - 0"
8' - 4"
12' - 0"
R-137
OPEN TO STRUCTURE
R-146
T M(D) D
3' - 2 5/8"
3.18
J
JAN.
T
EM
9' - 10"
J
3' - 1"
R.O. AC
M(D)D
18' - 0"
T
R-143
Sim
1 A4.122
OS
R.O.
M(D)
1' - 3"
B142
R-142
OS
AED 12' - 4 3/8" eVP
6' - 4"
DB
RD1
D
RE3-101
D
10' - 4"
3' - 4"
M(D)
12' - 0"
R-137A
G-H
0' - 4 3/8"
UP
49' - 3 5/8"
M(D)
W D
R.O.
DM(D)
8' - 4"
36' - 5"
VESTIBULE
RD1
D
1 A5.100
R-139
4,334.86 SF
M
M182
M182
MEN
OS
1 A4.330
FUTURE TENANT BUILD-OUT
0' - 6"
16' - 8"
DWN
1' - 0" 15' - 9"
15' - 8"
6' - 8"
9' - 8"
R-145
LR1A
8' - 4"
M182
R-135A
0' - 8"
J
WOMEN
LR1A
D D
M182
1' - 3 5/8"
D
OS
RD1
eVP
12' - 0" 12' - 0"
3' - 4"
41' - 0" 24' - 3"
10' - 0"
F
J
M M
OS
SUBSTATION ROOM
M182
ELEV. 3
MPOE #1
OS OS
OS
A7.140
B142
16' - 0"
F
8' - 4" 8' - 4"
16' - 8"
J J
1' - 4"
DESCRIPTION
CONCRETE SHEAR WALL - RE: STRUCTURAL AED CABINET FIRE EXTINGUISHER CABINET OVERHEAD DIRECTION SIGN – RE: SIGNAGE DWGS FENCE,
10.41
T T
R-135B
R.O.
F
EQ
4' - 2"O.C. TYP. 7' - 5 1/8"
10' - 0"
8' - 4"
F
T T
3.18
T
M180
R-135
R-146
VESTIBULE D D
AED 8' - 4"
M
EQ
12' - 0"
DM
JAN.
RD1
M2 M JJ A4.122
DB
12' - 0"
J
R-136
OPEN TO STRUCTURE
D
R-133
B142
FCM
M
OS
EMERGENCY ELEC
T
OPEN TO STRUCTURE
J M
EBP EBP
G-H
D
RE3-101
J
R6.1
OS
CM
ELEV. 3
R-144
R-139A
TENANT MPOE
R-134
16' - 8"
3
3.18 10.41 10.51 10.65 32.08
9
T
EM EM 8' - 4"
R6.1
5 A8.500
R.O.
M182
R6
12' - 0"
D
J
12' - 0"
125' - 0"
M
2' - 8"
A8.500
T R-133 M(D) D
TENANT TR
D
CM
BAFFLE CEILING AT 9'-0" A.F.F.
AC T
J
AED 8' - 4"
13' - 6 33/256"
D
13
T R-134 M(D) M182
D
M
J
OPEN TO STRUCTURE
A8.500
J
8' - 4" OS
D M
J
12' - 0"
R-139
CEILING AND LIGHTING BY TENANT. EXPOSED STRUCTURE AND CODEMINIMUM LIGHTING PROVIDED
18" GLASS DRAFT CURTAIN AC
M
E.Q.
CM
T
5' - 0"
J
E.Q.
8' - 4"
D
5' - 0" 10' - 3 5/8"
6' - 10"
CM
4' - 6"
16' - 8"
R-135 OPEN TO STRUCTURE
8' - 0"
FUTURE TENANT BUILD-OUT
JJ
D
MPOE #1
1' - 11 5/8"
LUGGAGE CARTS
3' - 4"
A4.340
R.O.
J
F EQ
J
J
23' - 9 3/4"
32.08
EQ R6.1
16' - 0 3/8"
1' - 4" 8
3' - 4" 3' - 0"
G-F
6' - 6 1/2"
G-G
GWB ON 3 5/8" MTL STUD 9'-0" A.F.F.
8' - 0"
8' - 0"
J
12' - 0"
8' - 0"
CM
T
eVP 8' - 4"
6' - 8 3/8"
T
eVP
M(D) J T R6.1 T
8' - 0"
0' - 9 1/2" TYP.
18' - 4 3/4"
OPEN TO T STRUCTURE
T T
5' - 8"
R.O.
8' - 0"
R6
OS
12' - 0"
J
LP2 111'-8 1/2"
R-133
R-134 OPEN TO STRUCTURE
2' - 8" 3' - 4" LP2
5' - 5 1/2"
11' - 1 1/4" 7' - 11 1/4" 3' - 2"
1' - 8"
ESCALATOR PIT 8'-4"
J
J J
M(D)
W
D
D
11' - 4 3/4" 10' - 0 3/4"
1' - 4"
A7.121
J
A8.500
T
TENANT MPOE
T
7' - 7 3/8"
TYP.
R6.1
D
9
8' - 0" O.C.
J
D
T
D
TENANT TR
W D
6 A4.340
J
T T M
R6.1
3
10.65
7 A4.340
8 J A4.340
D
16' - 6 5/8"
18" GLASS DRAFT CURTAIN
EQ
16' - 8"
EQ
J
4' - 7 5/8"
G-G
EQ
LP2
G-21
18' - 0"
FUTURE TENANT CUSTOMER SERVICE BOOTH ZONE
38' - 2"
M(D) 8' - 4"
EQ
18' - 0"
G-20
18' - 0"
G-21 22' - 6"
G-F
0' - 10"
G-19
18' - 0"
M(D)
G-20
G-19
G-18
18' - 0"
OS
G-18
G-17
0' -1'4-3/8" 7 5/8"
G-17
18' - 0"
122' - 7 5/8"
G-16
A7.120
G-16
82' - 7"
3
G-15
18' - 0"
33' - 3 3/8"
G-14
G-15
18' - 0"
NOTE: THE UNDERSIDE OF STRUCTURAL DECK, SOFFITS, AND BEAMS IN THE PUBLICLY VISIBLE PORTIONS OF READY/RETURN FACILITIES (FROM GRID LINE G-01 TO G-34) SHALL BE PAINTED WITH TWO COATS OF WHITE PAINT
O F CA LI FO
R
A4.100
G-20
CEILING HUNG TOILET PARTITION
RCP LEGEND
G-20
CEILING HUNG TOILET PARTITION
SS CORNER GUARD,TYP
WALL MOUNTED RECESSED LINEAR LIGHTS
WALL MOUNTED RECESSED LINEAR LIGHTS
SS CORNER GUARD, TYP
(FS3) SURFACE MOUNTED LED DOWNLIGHT (FS4) WALL MOUNTED SCONCE LIGHT
PTW-1
(LP1) 4' PENDENT LINEAR LED LIGHT
PTW-2
PTW-1
4' - 0"
T-11
DURESS BUTTON T-7
T-1
T-4
T-20
T-23
4 A8.500
98'-6"
T-23
T-11 T-5
T-4
RR - WOMEN'S RESTROOM ELEV 4
1/4" = 1'-0"
T-1
(LR3) 4' RECESSED LINEAR LED LIGHT
RR/IS - LEVEL 1
98'-6"
98'-6"
(R1) PARKING GARAGE LED LIGHT, SHOWN IN READY RETURN
RR/IS - LEVEL 1 T-8
T-7
98'-6"
T-21
(R2) PARKING GARAGE LED LIGHT, SHOWN IN IDLE STORAGE
T-22
RR - WOMEN'S RESTROOM ELEVATION
15
1/4" = 1'-0"
1/4" = 1'-0"
RR - WOMEN'S RESTROOM ELEVATION
14
(R3) PARKING GARAGE LED LIGHT SHOWN AT EXTERIOR RAMP ENTRANCES
13
1/4" = 1'-0"
(R5) 2'x4' LED LIGHT
T-1 T-11
SS CORNER GUARD,TYP
(LR2A) 2' RECESSED LINEAR LED LIGHT
SS-1
RR/IS - LEVEL 1 SS-1
RR - WOMEN'S RESTROOM ELEVATION
16
CEILING HUNG TOILET PARTITION BEYOND
(LR1A) 12' RECESSED LINEAR LED LIGHT
T-5
1
RR/IS - LEVEL 1
(LP1A) 4' SURFACE MOUNTED LED LIGHT
T-1
42"
1
PTW-1
T-11 T-21
G-20
WALL MOUNTED RECESSED LINEAR LIGHTS
SS CORNER GUARD, TYP
G-20
WALL MOUNTED RECESSED LINEAR LIGHTS
CEILING HUNG TOILET PARTITION
(R7) LINEAR LED LIGHT (R8) ARCHITECTURAL WALL SCONCE
PTW-1
(RD1) RECESSED LED DOWNLIGHT
PTW-1 PTW-1
T-11
4' - 0"
7 A8.500
T-22
RR/IS - LEVEL 1
42"
98'-6"
1
RR - MEN'S RESTROOM ELEV 4
1/4" = 1'-0"
(S81) SEMI-RECESSED PATHWAY LIGHT
SS-1
T-5
98'-6"
T-4
(ACP) 2x2 ACOUSTICAL CEILING PANEL
RR/IS - LEVEL 1
(BAF) BAFFLE CEILING BASIS OF DESIGN-USG BARZ
98'-6"
3
(EXP) OPEN TO STRUCTURE
T-5
RR - MEN'S RESTROOM ELEVATION
12
RR/IS - LEVEL 1
98'-6"
T-4
(X1) EMERGENCY EXIT SIGN
T-21
T-1
RR/IS - LEVEL 1 T-23
T-21
1
T-1
2
T-22 T-7
T-23
T-7
(RD2) RECESSED LED SQUARE DOWNLIGHT
T-8
7 A8.500
Sim
RR - MEN'S RESTROOM ELEVATION
11
1/4" = 1'-0"
1/4" = 1'-0"
RR - MEN'S RESTROOM ELEVATION
10
9
1/4" = 1'-0"
(GYP) GYPSUM BOARD
0' - 8"
G-20
9' - 0"
T-7
T-4 1
T-14
R.O.
R-174
T-8
T-5
T-23
T-5
RR/IS - LEVEL 1
RR/IS - LEVEL 1
98'-6"
98'-6"
T-1
SS-1
DB
F.D.
T-5
1' - 4 3/4"
F140 T-11 T-1 4' - 6 3/4"
T-8
0' - 7 3/8" A130
F140
T-21 F140 4' - 9 1/2"
RR/IS - LEVEL 1
R-174
6' - 0 3/8"
F140
T-21
98'-6"
EQ EQ T-4
T-23 M180
FINISH LEGEND
T-21 T-20
J
T-20
5' - 6 7/8"
PTW-1
T-22
2' - 6"
PTW-1
(MCP) METAL CEILING PANEL
A160
FAMILY
2' - 6"
PTW-1
3' - 6 7/8"
PTW-1
PTW-1 Sim
7 A8.500
M182
8' - 0 7/8" 3' - 10"
G-20
SCHLUTER TRIM SURROUND DOOR FRAME
NOTE: THE UNDERSIDE OF STRUCTURAL DECK, SOFFITS, AND BEAMS IN THE PUBLICLY VISIBLE PORTIONS OF READY/RETURN FACILITIES (FROM GRID LINE G-01 TO G-34) SHALL BE PAINTED WITH TWO COATS OF WHITE PAINT
PT-B - 6"x12"PORCELAIN BASE
T-7 T-22 4' - 6 3/8"
15' - 3 3/8"
PWT-1 - CROSSVILE BASALT 12"x 24"PORCELAIN WALL TILE; COLOR: SILICA
1' - 0"
PWT-2 - CROSSVILLE RETRO ACTIVE 2.0 4"x12"PORCELAIN WALL TILE; COLOR; ROYAL NAVY UPS
T-4
RR - FAMILY RESTROOM ELEVATION
RR - FAMILY RESTROOM ELEVATION
7
1/4" = 1'-0"
G-20
1/4" = 1'-0"
FAMILY RESTROOM LEVEL 1-3-SECTOR G
6
G-19 EQ
17' - 9 3/16"
PTW-1
3 A8.500
R6
OS
5' - 7"
5' - 2"
1' - 11"
EQ
3' - 4"
EQ
1' - 5 5/8"
F140
T-5
R-141
M182 4' - 9 1/8" 1' - 4 3/4"
0' - 10 1/2"
J
3'-0" CLEAR T-21
ALIGN
10' - 3 1/2"
6'-3" CLEAR J
3' - 0" 2' - 6"
T-7
T-21 T-8
DB
T-14
F.D.
F130
12' - 2 3/8" R-143
11 / A4.122
T-5
FAMILY
F.D.
ø5'-0"
4' - 6 3/4"
F130
EQ
F130
J 26.34
F130
T-7 T-22
DB
T-1 T-11
T-1 T-11
3' - 4"
3' - 4"
F160 T-1 T-11
0' - 10"
A140
7 / A4.122
1' - 5 3/8"
26.27 3' - 4"
3' - 4"
Description
Counter Mounted Soap Dispenser Wall Mounted Soap Dispenser Automated Paper Towel Dispenser (Recess Mounted) Convertible Combination Towel and Waste Unit (Recess Mounted) Straight Grab Bar (36") Straight Grab Bar (42") Framed Mirror (Surface Mounted) Hat and Coat Hook Napkin Disposal, Surface-Mounted Twin Jumbo-Roll Toilet Tissue Dispenser (Surface Mounted) Seat Cover Dispenser (Surface Mounted) Diaper Changing Station (Recess Mounted)
4' - 6 3/8"
MEN
10 / A4.122
T-4
T-1 T-2 T-4 T-5 T-7 T-8 T-11 T-14 T-20 T-21 T-22 T-23
5'-7" CLEAR
ALIGN
1' - 4" 4' - 9"
6' - 1"
F140
15' - 7 5/8" 2' - 4 3/8"
Type Mark
T-22 T-7 T-22 T-22 3' - 1"
Description
COUNTER MOUNTED LAVATORY WALL MOUNTED W.C. WALL MOUNTED URINAL FLOOR MOUNTED MOP SINK WALL MOUNTED LAVATORY FLOOR DRAIN
TOILET ACCESSORIES
26.27
F130
6'-3" CLEAR
3'-0" CLEAR
DB
6' - 10"
T-22
3' - 1"
1' - 3"
A160
F140
T-20 A160 T-21 T-8
R-140
RECYCLING R-140
M182
R-141
2' - 4 1/8"
16 / A4.122
14 / A4.122
T-22
T-11 T-1 T-4
T-20
1 2 3 5 6 7
F130
6' - 1 3/4"
F140
F140
5'-7" CLEAR T-21
4' - 0"
6' - 5"
5' - 5 1/2"
ALIGN
2' - 1"
J T-23
T-14
3' - 1"
3' - 3 7/8"
F160
2' - 6"
J M180
1' - 7 3/4"
1' - 1" ALIGN
5' - 5 1/2"
7' - 6" 5' - 2 3/4"
18' - 5 1/2"
6' - 0"
26.27
F.D.
T-14
7' - 6 1/4"
PLUMBING FIXTURES
Type Mark
COUNTER MOUNTED LAVATORY
9 / A4.122
WALL MOUNTED LINEAR LED
1' - 6"
J
TYP
2' - 4"
A160
3' - 1"
3' - 1"
3'-1" CLEAR
CMU-B1 - ANGELUS BLOCK CO., INC BURNISHED CONCRETE MASONRY BLOCK; COLOR: NATURAL GREY FINISH ON PUBLIC FACE ONLY
2' - 10 1/2"
CONC-LB
3' - 1"
7' - 1 1/8"
R-141
T-20
T-22
6 / A4.122
R-140
OPEN TO STRUCTURE
GWB ON MTL STUD 9'-0" A.F.F.
T-20
1' - 11"
6' - 11"
M1120
3' - 4 7/8"
M J
RECYCLING
DB
FAMILY
R-140
PTW-1
PTF-1
RD1
T-20
26.27
8 / A4.122
RECYCLING
8' - 0 7/8"
TYP
7' - 10 3/4"
0' - 8"
3 A8.500
5' - 9"
PTW-1
PTW-1
18' - 5 1/2"
1' - 9 1/8"
WALL MOUNTED RECESSED LINEAR LIGHTS
EQ
PTW-1
FAMILY
T-21
EQ
2' - 7"
J
1' - 3"
J TYP
J
3 A8.500
T-14 3'-0" CLEAR
T-21
1' - 11"
R-144-A
6' - 11"
5' - 11 3/4"
J
TYP
R-141
PTW-1
M
EQ
PTW-1 PTW-1
PLUMBING CHASE
10.51
EQ
PTW-1
3' - 2"
OS
TYP
3' - 2"
EQ
J
PTW-1
3 A8.500
2' - 2 1/4"
3 A8.500
3 A8.500
PTW-1
PTW-1 PTW-2
EQ
T-14 3'-0" CLEAR
T-21
T-23
F130 1' - 5 3/8"
F130
T-8
WALL MOUNTED LINEAR LED
4' - 3 3/8"
EQ OS
T-14 3'-1" CLEAR
R-144
A160
R-143 RD1 GWB ON MTL STUD 9'-0" A.F.F.
PTW-1 PTW-1
TYP
10' - 5 7/8"
MEN
PTF-1
PTW-1
TYP
A160
F130
EQ
13 / A4.122
R-142
2' - 4 3/8"
3' - 4"
15 / A4.122 12' - 2 3/8"
R-145
VESTIBULE
4' - 0"
A8.500
F160
R-142 M1120
3' - 4"
10.01
OS
R-143
TYP
2' - 9"
17' - 4 1/4"
GWB ON MTL STUD 9'-0" A.F.F.
6' - 4"
ALIGN
11
EQ
TYP
6' - 5 3/4"
J
J
MEN 3 A8.500
TYP
3 A8.500
R-142
3' - 0"
BIM 360://5200277 ConRAC - BIM Coordination/ARCH_LAX-ConRAC_RR_RVT2019_.rvt 6/14/2020 4:10:47 PM DATE STAMP:
VESTIBULE Sim
DB
DB
EQ
5' - 10"
EQ
3 A8.500
EQ
TYP PTW-1
PTW-1
FILE NAME:
3 A8.500
VESTIBULE R-142
3' - 0"
J
LR1A
EQ
PTW-1
PTW-2
PTF-1 6 A8.500
EQ
PTW-1 PTW-1
TYP
2' - 6"
Sim
A8.500
3 A8.500
PTW-2
SS END CAP
4
PTW-1
PTW-1 PTW-2 PTW-1
4' - 1 1/8" 0' - 10 1/4" 1' - 7 5/8"
2' - 7 5/8"
D
TYP
19' - 3"
19' - 3"
6' - 0"
G-H
EQ
T-4
1' - 3"
WOMEN
2' - 4"
F160
F160
12 / A4.122
G-V
10' OS- 0"
2' - 6"
EQ
6' - 9" WALL MOUNTED RECESSED LINEAR LIGHTS
2' - 1"
5' - 6"
G-H
1 A8.500
M180
T-11 T-1
15' - 6 1/4"
6' - 11"
EQ
10' - 10 5/8"
EQ
EQ
WALL MOUNTED LINEAR LED
2' - 6"
7' - 6"
5' - 8 3/4"
7' - 3 1/4"
J J
WALL MOUNTED RECESSED LINEAR LIGHTS
T-5
T
A160
7' - 6 1/4"
10.51
5
F130
3' - 3 7/8"
M1120
17' - 11 1/2"
DB
J
2' - 9"
DB
7' - 6"
G-H
6' - 4" LR1A
PTW-1
PTW-1
5' - 11 3/4"
PTW-2
EQ
3' - 0"
EQ PTW-1
T-11 T-1
CMU-B - ANGELUS BLOCK CO., INC BURNISHED CONCRETE MASONRY BLOCK; COLOR: GLACIER WHITE FINISH ON PUBLIC FACE ONLY
M182
F130
23.11
2' - 6 1/2"
R-145 GWB ON MTL STUD 9'-0" A.F.F.
5' - 10"
PTW-1
PTW-1
TYP
T-11 T-1
A160
7' - 10 3/4"
3' - 3"
3 A8.500
PTW-1
WOMEN
2' - 6"
OS
3' - 11 1/2"
R-144 GWB ON MTL STUD 9'-0" A.F.F.
TYP
R.O.
3 A8.500
PTF-1
OS TYP
R-144
LBF-1 - LIGHT BROOM FINISH
R-146
M180
WALL MOUNTED LINEAR LED
10.01
RD1
17' - 4 1/4"
VESTIBULE
10' - 0 1/2"
R-145
TYP
Sim
A8.500
1' - 0"
3 A8.500
11
WOMEN
J
PTW-1 PTW-2
PTW-2
PTW-1
TYP
3' - 0"
PTF-1
4
3 A8.500
ALIGN
PTW-1
TYP
EQ
3 A8.500
R-144
A8.500
6 A8.500
VESTIBULE
M1120
4' - 6 3/8"
T
PTW-1
VESTIBULE
R-146
0' - 9 1/2"
3' - 2 1/4"
26.38
2' - 9 3/8"
D
EQ
J
EQ
1' - 3"
PTW-1 PTW-1
RF-1 - ROTARY FINISH
F130
JAN.
M180
TYP
SS END CAP
6 A8.500
EQ
TYP
EQ
6 A8.500
TYP
3 A8.500
PTW-1
3' - 2"
J
PTW-1 PTW-2
3' - 2"
26.38
M182
J
PTW-1
3 A8.500
EQ
M180
0' - 7"
3' - 7"
3' - 1 3/8"
OPEN TO STRUCTURE WALL MOUNTED RECESSED LINEAR LIGHTS
1' - 9 1/8"
J
R-146
R-146
2' - 4 1/8"
1' - 6 3/8"
J JAN.
D
OPEN TO STRUCTURE
2' - 0"
JAN.
CONC - HARD TROWEL FINISH
1' - 3"
G-21
M
2' - 9 3/8"
EQ
4' - 6 3/8"
EQ
G-21
17' - 7 1/4"
EQ
PFT-1 - CROSSVILLE BASALT 12"x12" PORCELAIN FLOOR TILE; COLOR: BEDROCK
G-20
3 A7.121
10' - 5 7/8"
G-21
17' - 7 1/4"
G-20
5
1/4" = 1'-0"
G-21
2' - 7"
3 A7.121
10' - 5 1/8"
8
3' - 4" R.O.0' - 10 5/8"
1/4" = 1'-0"
7' - 1 1/8"
RR - FAMILY RESTROOM ELEVATION
J
5' - 8 3/8" 0' - 9 3/8"
16' - 5"
15' - 11 5/8"
1' - 3"
N
RR - ENLARGED FINISH PLAN - RESTROOM LEVEL 1-3 DEVELOPER
CONTRACTOR
LA GATEWAY PARTNERS 5200 W. CENTURY BLVD. SUITE 201 LOS ANGELES, CA 90045
1/4" = 1'-0"
RR - ENLARGED RCP - RESTROOM LEVEL 1-3
4
RR - ENLARGED PLAN - SECTOR G CORE RESTROOM LEVEL 1-3
3
1/4" = 1'-0"
KEY PLAN
CONSULTANT
PGAL 6033 W. CENTURY BLVD. SUITE 895 LOS ANGELES, CA 90045
PROJECT LOCATION
A
B
C
D
E
F
G
H
AA BB CC
RR/IS 5251 W. 98TH ST. CSB (5TH FLOOR) WEST 5251 W. 98TH ST., SUITE 500 CSB (5TH FLOOR) EAST 5251 W. 98TH ST., SUITE 501 QTA 525 S. LA CIENEGA BLVD. DWP YARD 5274 W. ARBOR VITAE ST. FIRE COMMAND CENTER 9617 S. LA CIENEGA BLVD.
1/4" = 1'-0"
RR - ENLARGED PLAN - NORTH/SOUTH CORE RESTROOM LEVEL 1-3
2
REVISIONS №.
1 2
REGISTRATION DATE
DESCRIPTION
01-17-2020 EARLY START - RFCD-APDU #2 04-15-2020 CURRENT STATUS DOCUMENT-ISSUED FOR CONSTRUCTION, INCLUDES RFIS/ASI 1-356
1/4" = 1'-0"
1 PROJECT TITLE
LAX CONSOLIDATED RENT-A-CAR FACILITY
COPYRIGHT © 2020
SHEET TITLE
RR & IS GARAGE - ENLARGED RESTROOM LEVEL 1 - 3 SHEET NUMBER
A4.122
7
KEYNOTE LEGEND
NUMBER
10.01 CC-1 CMU-1 GYP-X PC-1
G-G
FILLED WITH ELASTIC COMPOUND
0' - 7 3/8"
SEISMIC RESTRAINT & BOLT PROVIDED & INSTALLED BY MANUFACTURER
0' - 0 3/8"
RR/IS - LEVEL 5
0' - 6 3/8"
152'-6"
0' - 11 7/8"
CONCRETE TOPPING SLAB RE: STRUCTURAL
SEISMIC RESTRAINT & BOLT INSTALLED BY MANUFACTURER ESCALATOR FLOOR PLATE
RR/IS - LEVEL 3 125'-10"
PER SHOPS
ESCALATOR FLOOR PLATE
POLYCARBONATE GLAZED WALL SYSTEM
CONCRETE COLUMN RE: STRUCTURE
EXPANSION JOINT COVER
3' - 0"
DESCRIPTION
WAYFINDING SIGN – RE: SIGNAGE DWGS COLUMN COVER EXTERIOR CONCRETE MASONRY UNITS
CONCRETE SLAB RE: STRUCTURAL
EDGE OF ESCALATOR CONC. WALL RE: STRUCTURAL
BEAM RE: STRUCTURAL
2' - 0"
ESCALATOR UPPER SUPPORT DETAIL - 40' & 54' 1 1/2" = 1'-0" 7 ESCALATOR
ESCALATOR LOWER SUPPORT DETAIL, TYP 1 1/2" = 1'-0" 6
RR/IS - LEVEL 3 125'-10"
0' - 10 5/8" 0' - 3 1/4" 0' - 0 3/8"
RR/IS - LEVEL 5 ESCALATOR
152'-6"
0' - 6"
CONCRETE TOPPING SLAB RE: STRUCTURAL CONCRETE SLAB RE: STRUCTURAL
ESCALATOR FLOOR PLATE FILLED WITH ELASTIC COMPOUND
SCHEDULED PARTITION RUN GYP BOARD PAST EACH FLOOR PLATE
BEAM RE: STRUCTURAL
SEISMIC RESTRAINT & BOLT PROVIDED & INSTALLED BY MANUFACTURER
ESCALATOR UPPER SUPPORT DETAIL - 26' 1 1/2" = 1'-0" 5 ESCALATOR
GYPBOARD AT ESCALATOR SECTION 1 1/2" = 1'-0" 4
3D - SECTOR E CORE ESCALATORS
3
PEDESTRAIN CANOPY
CC-1
10.01 CC-1 10.01
PC-1
GYP-X
FS4
CMU-1
8
DATE STAMP:
FILE NAME:
BIM 360://5200277 ConRAC - BIM Coordination/ARCH_LAX-ConRAC_RR_RVT2019_.rvt 6/14/2020 4:19:17 PM
FS4
3D - SECTOR G CORE ESCALATORS DEVELOPER
CONTRACTOR
LA GATEWAY PARTNERS 5200 W. CENTURY BLVD. SUITE 201 LOS ANGELES, CA 90045
KEY PLAN
CONSULTANT
PGAL 6033 W. CENTURY BLVD. SUITE 895 LOS ANGELES, CA 90045
2 PROJECT LOCATION
A
B
C
D
E
F
G
H
AA BB CC
RR/IS 5251 W. 98TH ST. CSB (5TH FLOOR) WEST 5251 W. 98TH ST., SUITE 500 CSB (5TH FLOOR) EAST 5251 W. 98TH ST., SUITE 501 QTA 525 S. LA CIENEGA BLVD. DWP YARD 5274 W. ARBOR VITAE ST. FIRE COMMAND CENTER 9617 S. LA CIENEGA BLVD.
ESCALATOR PIT, TYP
REVISIONS №.
1
3D - SECTOR C CORE ESCALATORS REGISTRATION
DATE
04-15-2020 RFCD-APDU #12 - ISSUED FOR APPROVAL
DESCRIPTION
1
PROJECT TITLE
LAX CONSOLIDATED RENT-A-CAR FACILITY
COPYRIGHT © 2020
SHEET TITLE
RR & IS GARAGE - ESCALATORS - PLANS & SECTIONS SHEET NUMBER
A4.343
OPENNESS CALCS
G-46
REFER TO RFM #9 FOR ADDITIONAL INFORMATION OPENNESS CALCULATIONS - LEVEL 3 BRIDGE
NORTH ELEV. = 0% SOUTH ELEV. = 0% EAST ELEV. = 34.00% UNDER LANDING + 100% OPEN TO SKY TO F.O. QTA (55'-3" BRDIGE LENGTH UNDER LANDING X 13'-8" BRIDGE CLR. HEIGHT) - (55'-3" BRIDGE LENGTH UNDER LADING X 3'-6" UPTURNED BEAM) - (30'-0" WIDTH OF RAMP & COLUMNS X 10'-2 RAMP AREA) = (755.27 SF AREA OF EAST FACADE UNDER LANDING) - (193.38 SF AREA OF UPTURNED BEAM) - (305.10 AREA OF RAMP) = 256.79 SF AREA OPEN / 755.27 AREA OF EAST FACADE = 34.00% OPEN UNDER LANDING WEST ELEV. = 34.00% UNDER LANDING + 100% OPEN TO SKY TO F.O. QTA (55'-3" BRDIGE LENGTH UNDER LANDING X 13'-8" BRIDGE CLR. HEIGHT) - (55'-3" BRIDGE LENGTH UNDER LADING X 3'-6" UPTURNED BEAM) - (30'-0" WIDTH OF RAMP & COLUMNS X 10'-2 RAMP AREA) = (755.27 SF AREA OF WEST FACADE UNDER LANDING) - (193.38 SF AREA OF UPTURNED BEAM) - (305.10 AREA OF RAMP) = 256.79 SF AREA OPEN / 755.27 AREA OF WEST FACADE = 34.00% OPEN UNDER LANDING
EXPANSION JOINT COVER ASSEMLY TO CONTINUE UP C.I.P WALLS CMU CRASH WALL
RR/IS - LEVEL 2 112'-2" 1' - 0"
OPENNESS CALCULATIONS - LEVEL 2 BRIDGE
0' - 8"
CONC. SLAB, RE: ST. DWGS.
EXPANSION JOINT AT RR/IS AND BRIDGES TO QTA TYP.
7
G-W
30' - 0"
6
15' - 10"
4' - 0"
R9 '-0 "
7.01
-0" R9'
G-E
3/4" = 1'-0"
G-V
60' - 0" 14' - 2"
G-46
1' - 8"
3D - JOCKEY RAMP
NORTH ELEV. = 0% SOUTH ELEV. = 0% EAST ELEV. = 56.15% (129'-2" BRDIGE LENGTH X 13'-8" BRIDGE CLR. HEIGHT) - (129'-2" BRIDGE LENGTH X 3'-6" UPTURNED BEAM) - (1'-8" COLUMN WIDTH X 10'-2" COLUMN HEIGHT) - (30'-0" WIDTH OF RAMP & COLUMNS X 10'-2 RAMP AREA) = (1765.75 SF AREA OF EAST FACADE) - (452.10 SF AREA OF UPTURNED BEAM) - (17.00 SF AREA OF COLUMN) - (305.10 AREA OF RAMP) = 991.55 SF AREA OPEN / 1765.75 AREA OF EAST FACADE = 56.15% OPEN WEST ELEV. = 56.15% (129'-2" BRDIGE LENGTH X 13'-8" BRIDGE CLR. HEIGHT) - (129'-2" BRIDGE LENGTH X 3'-6" UPTURNED BEAM) - (1'-8" COLUMN WIDTH X 10'-2" COLUMN HEIGHT) - (30'-0" WIDTH OF RAMP & COLUMNS X 10'-2 RAMP AREA) = (1765.75 SF AREA OF WEST FACADE) - (452.10 SF AREA OF UPTURNED BEAM) - (17.00 SF AREA OF COLUMN) - (305.10 AREA OF RAMP) = 991.55 SF AREA OPEN / 1765.75 AREA OF WEST FACADE = 56.15% OPEN
G-D G-45
EQ
EQ
EQ
27' - 0"
EQ
G-46
EQ
2' - 0"
18' - 2"
7.01
3' - 0"
30' - 0"
Q-CC
RR/IS - TRANSVERSE SECTION AT RAMP AND BRIDGES G-Y
G-X
G-W
G-V
G-U G-T
G-S
G-R
G-Q
1/16" = 1'-0"
G-P G-N
RR/IS - JOCKEY RAMP LANDING - ENLARGED PLAN
5
G-M
G-K
Q-1
3' - 0"
36' - 0"
6' - 0"
1' - 0"
** NOTE: FULLY SPRINKLERED UNDER LANDINGS, BRIDGES
127' - 10"
C.I.P. UPTURNED CONCRETE BEAM, RE:STRUCTURAL
6' - 0"
24' - 0"
6' - 0"
12' - 0"
1' - 6"
16' - 6"
R2 0'-0 "
10' - 0"
10' - 0" 2' - 2"
12' - 0"
QTA - LEVEL 1
98'-6"
18' - 0"
EQ
12' - 0"
13' - 8"
EQ
26' - 1"
29' - 1"
13' - 3" CLR.
LEVEL 1 - FIRE LANE
4' - 8"
EQ
24' - 0" 30' - 0"
G-46
5' - 6"
EQ
6' - 0"
112'-6"
4' - 0"
4' - 10"
R3'-0 "
9' - 0" 14' HYDRAULIC BARRIER AND GATE ARM, TYP
24' - 0"
CONCRETE JERSEY BARRIER, FINAL CONFIGURATION TO BE COORDINATED W/ FUTURE TENANT LAYOUTS
QTA - LEVEL 2
CLR.
12' - 9"
RR/IS - LEVEL 1
OPEN TO SKY
0.3%
LEVEL 2 BRIDGE
13' - 8"
112'-2"
ACCESS CONTROL CARD READER, RE: SECURITY
QTA - LEVEL 3
EQ
12' - 0"
EXPANSION JOINT 4" DIAGONAL STRIPING
Sim
6 A7.114
EQ
12' - 9"
RR/IS - LEVEL 2
UPTURNED BEAM OVER FIRE LANE 0.5%
126'-6"
13' - 8"
125'-10"
LEVEL 3 BRIDGE
@ FIRE LANE
RR/IS - LEVEL 3
CLR.
12' - 11 1/2"
LEVEL 4 LANDING
13' - 8"
139'-6"
CLR.
RR/IS - LEVEL 4
EMERGENCY EGRESS STAIR BEYOND RAMP (LEVEL 1 - 4) BEYOND
-0" R3'
13' - 0"
152'-6"
OPEN TO SKY
RR/IS - LEVEL 5
G-J
G-H
G-G G-F
1/16" = 1'-0"
Q-BB
RR/IS - JOCKEY BRIDGE - ENLARGED PLAN
4
G-E
G-D
G-C
1/16" = 1'-0"
3
G-B
5 A7.114
RR/IS - LEVEL 5
BRIDGE 4
8.0%
11.2%
LEVEL 2 LANDING
12.4%
LEVEL 1 DRIVEWAY
LEVEL 3 LANDING
BRIDGE 2
BRIDGE 3
BRIDGE 1
8.0%
11.2%
LEVEL 3 LANDING
11.5%
LEVEL 2 LANDING
LEVEL 1 DRIVEWAY
RETAINING WALL
LEVEL 1 DRIVEWAY
SHEAR WALL
13'-8" 13'-8" 13'-8" 13'-0"
152'-6" LEVEL 4 LANDING
12.3%
12.4%
LEVEL 1 DRIVEWAY
SHEAR WALL
RR/IS - LEVEL 4 139'-6" RR/IS - LEVEL 3 125'-10" RR/IS - LEVEL 2 112'-2" RR/IS - LEVEL 1
SHEAR WALL
98'-6"
RR/IS - QTA/RR JOCKEY RAMP AND EXPRESS BRIDGES G-Y
G-X
G-W
60' - 0"
G-V
60' - 0"
3 A7.114
60' - 0"
G-U 60' - 0"
G-T 5' - 0"
G-S
G-R
60' - 0"
G-Q
60' - 0"
G-P
60' - 0"
60' - 0"
G-N
5' - 0"
G-M
G-K
60' - 0"
60' - 0"
G-H
60' - 0"
RR/IS PARKING STRUCTURE OPEN PARKING STRUCTURE
G-G
60' - 0"
60' - 0"
G-F 5' - 0"
G-E
G-D
60' - 0"
60' - 0"
4 A7.114
G-C
G-B
60' - 0"
60' - 0"
EMERGENCY EGRESS STAIR & ELEC/TECHNOLOGY ROOM STACK
2
G-A 60' - 0"
EMERGENCY EGRESS STAIR & ELEC/TECHNOLOGY ROOM STACK
G-46
36' - 0"
36' - 0"
131' - 0"
13' - 5"
CLEAR
EQ EQ
CLEAR
13' - 5 3/8"
13' - 1"
CLEAR
13' - 1"
36' - 0"
36' - 0"
36' - 0"
36' - 0"
36' - 0"
0.5%
0.3%
36' - 0"
36' - 0"
36' - 0"
36' - 0"
5' - 0"
36' - 0"
36' - 0"
36' - 0"
36' - 0"
36' - 0"
36' - 0"
36' - 0"
36' - 0"
22' - 5 3/8" 13' - 6 5/8"
36' - 0"
40' - 0"
40' - 0"
36' - 0"
40' - 0"
40' - 0"
36' - 0"
5' - 0"
27' - 0"
Q-1
QTA PARKING STRUCTURE OPEN PARKING STRUCTURE
Q-GG
Q-FF
Q-EE
Q-DD
Q-CC
Q-BB
Q-AA
Q-Z
Q-Y
Q-X
Q-W
Q-V
Q-U Q-T
Q-S
Q-R
Q-Q
Q-2
Q-P
Q-N
Q-M
Q-L
Q-K Q-J
Q-H
Q-G
Q-F
Q-E
Q-D
Q-C
Q-B
Q-A
RR/IS - JOCKEY RAMP AND EXPRESS BRIDGES OVERALL
D
E
F
G
H
AA BB CC
1
REGISTRATION DATE
04-15-2020 RFCD-APDU #12 - ISSUED FOR APPROVAL
DESCRIPTION
1/32" = 1'-0"
1
PROJECT TITLE
LAX CONSOLIDATED RENT-A-CAR FACILITY
COPYRIGHT © 2020
NS
ED AR CH I Y P. GER RE
SHEET TITLE
07-31-2019 2 21
TE
RENEWAL DATE
RR & IS GARAGE - BUILDING SECTION THRU JOCKEY RAMPS SHEET NUMBER
C-27945
NI A
B
C
№.
F
A
RR/IS 5251 W. 98TH ST. CSB (5TH FLOOR) WEST 5251 W. 98TH ST., SUITE 500 CSB (5TH FLOOR) EAST 5251 W. 98TH ST., SUITE 501 QTA 525 S. LA CIENEGA BLVD. DWP YARD 5274 W. ARBOR VITAE ST. FIRE COMMAND CENTER 9617 S. LA CIENEGA BLVD.
REVISIONS
CT
PGAL 6033 W. CENTURY BLVD. SUITE 895 LOS ANGELES, CA 90045
PROJECT LOCATION
TE
LA GATEWAY PARTNERS 5200 W. CENTURY BLVD. SUITE 201 LOS ANGELES, CA 90045
KEY PLAN
CONSULTANT
LIC E
CONTRACTOR
JEF
DEVELOPER
A
BIM 360://5200277 ConRAC - BIM Coordination/ARCH_LAX-ConRAC_RR_RVT2019_.rvt 4/22/2020 3:05:34 PM
FIRE LANE
ST
DATE STAMP:
36' - 0"
LEVEL 3 LANDING LEVEL 1 DRIVEWAY BELOW
LEVEL 2 LANDING LEVEL 1 DRIVEWAY BELOW
R BE
FILE NAME:
LEVEL 4 LANDING LEVEL 3 BRIDGE BELOW LEVEL 2 BRIDGE BELOW
CLEAR
CLEAR
13' - 4 3/8"
LEVEL 3 LANDING LEVEL 2 BRIDGE BELOW LEVEL 1 DRIVEWAY BELOW
0.5%
CLEAR
EQ EQ
LEVEL 3 BRIDGE LEVEL 2 LANDING BELOW LEVEL 1 DRIVEWAY BELOW
296 DFU
50 DFU
13' - 4 3/8"
10' - 0"
5' - 0"
EMERGENCY EGRESS STAIR & ELEC/TECHNOLOGY ROOM STACK
G-J
1/32" = 1'-0"
O F CA LI FO
R
A7.114
9
CVG AIRPORT_CONRAC PGAL
10
GENERAL NOTES 1 4-A2.12
1 4-A2.22A
C-105.1 UP DN
C-H.1 32'-6"
A
GENERAL NOTES 1. REFER TO A0.10 FOR PARTITION TYPES 2. REFER TO 4-A0.25 FOR FINISH SCHEDULE 3. REFER TO 4-A0.30 FOR DOOR SCHEDULE 4. REFER TO LIFE SAFETY PLANS FOR FIRE RATED WALLS 5. WHERE ENLARGED DRAWINGS ARE REFERENCED, SEE ENLARGED PLANS FOR DIMENSIONS, ELEVATION, KEY NOTES, ETC. 6. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYP, U.N.O. 7. REFER TO 4-A2.50 SHEET SERIES FOR FLOOR SLOPES AND EDGE OF SLAB PLANS 8. REFER TO LANDSCAPE DRAWINGS FOR HARDSCAPE, LANDSCAPE, PAVING, IRRIGATION, ETC., AND COORDINATE WITH CIVIL DRAWINGS FOR DRAINAGE AND ADJACENT PAVEMENT 9. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL ELEMENT SIZES, CONNECTIONS AND DETAILS 10. REFER TO FUELING AND EQUIPMENT DRAWINGS FOR ALL EQUIPMENT WITHIN MAINTENANCE BAYS, CARWASH BAYS, FUELING AREA, EQUIPMENT ROOM, ETC 11. SEE SHEETS 4-A0.40 THROUGH 4-A0.42 FOR WINDOW TYPES
1 4-A2.32
C-B.3
EXISTING T1 GARAGE TO REMAIN
7'-6"
A.8
40'-0"
B
CSB
20'-0" 20'-0"
C D
EXISTING TERMINAL TO REMAIN
DN UP DN
C-M.5
40'-0"
E
F 32'-0"
360'-0"
UP
QTA
8'-0"
F.8
40'-0"
G
8'-0" 20'-0" 20'-0" 20'-0" 20'-0"
H J K L M
READY RETURN WEST-A
31
READY RETURN EAST-B
40
32
47
33
46
1 4-A2.22B
41
42
RETURN HELIX
READY HELIX
36
32'-0"
M.2
30
37
43
N 35
34 1 4-A4.21
2'-9" 20'-0"
22'-0"
45
20'-0"
30'-0"
49'-3"
3'-0"
40'-0"
40'-0"
40'-0"
40'-0"
40'-0"
87'-0"
44
2 4-A4.21
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
3'-0"
60'-0"
60'-0"
60'-0"
60'-0"
977'-0"
01
02
03
04
05
06 07
09
08
10
11
1313.3
12
13.714
15
16
17
18
19
20
21
22
23
24
LEVEL 2 FLOOR PLAN - OVERALL
1" = 50'-0"
EXISTING T2 GARAGE TO REMAIN
1 4-A2.11
2 EXISTING T3 GARAGE TO REMAIN
1 4-A2.21A
C-B.3
EXISTING T1 GARAGE TO REMAIN
1 4-A2.31
C-105.1 UP
C-H.1 32'-6"
A
7'-6"
A.8
UP
20'-0" 20'-0" 80'-0" 40'-0"
B
C D
C-M.5
EXISTING TERMINAL TO REMAIN
UP
40'-0"
E
CSB
READY RETURN GARAGE
SERVICE YARD
32'-0"
QTA
8'-0"
1 4-A2.21B
GARAGE EAST (GROUND TRANSPORTATION)
L M M.2
SERVICE YARD
8'-0" 20'-0" 20'-0" 20'-0" 20'-0"
J
K
30
31
40
37
32
41
47
42
RETURN HELIX
READY HELIX
36
32'-0"
H
33
43
46
34
45
2 4-A4.20
44
MATCHLINE
35
1 4-A4.20
JOCKEY BRIDGE
2'-9" 20'-0"
22'-0"
20'-0"
30'-0"
49'-3"
3'-0"
40'-0"
40'-0"
40'-0"
40'-0"
40'-0"
87'-0"
60'-0"
60'-0"
60'-0"
60'-0"
60'-0"
3'-0"
60'-0"
60'-0"
60'-0"
60'-0"
CSB
977'-0"
01
02
03
04
05
MATCHLINE
N
DATE STAMP: 3/1/2019 2:53:59 PM
FILE NAME:
C:\@RevitLocals\CVG CONRAC - ARCH - RVT2018 - MODEL_RTownson@pgal.com.rvt
40'-0"
G
360'-0"
F F.8
06 07
08
09
10
11
12
1313.3
13.714
15
16
17
18
19
20
21
22
23
24
LEVEL 1 FLOOR PLAN - OVERALL CONSULTANT
ARCHITECT
PGAL, INC 1425 ELLSWORTH INDUSTRIAL BLVD, #15 ATLANTA, GA 30318 [T] 404-602-3800 [F] 404-602-3810
READY RETURN GARAGE WEST
QTA GARAGE
PGAL
DATE
#
REVISION
BY
AUTH.
1" = 50'-0"
1
MATCHLINE
READY RETURN GARAGE EAST
RETURN HELIX
PLAN NORTH
READY HELIX
KEY PLAN
CVG International Airport New Consolidated Rental Car Facility
KENTON COUNTY AIRPORT BOARD
OVERALL FLOOR PLANS − LEVELS 1 AND 2 1003084 CHK BY:
PROJ.NO:
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
DATE:
PJH
03/01/2019 APPR. BY:
DRAWN BY:
RRT
SCALE:
JAW AS SHOWN
100% BP4 ISSUED FOR CONSTRUCTION
SHEET NO:
4−A2.02
11
C-M.5
KEYNOTES 1
1. ARCHITECTURAL PRE-CAST CONCRETE TILT-UP PANEL ON HELIX RAMP 2. PRE-CAST CONCRETE STAIR ENCLOSURE WITH FORMLINER 3. CUSTOM STAINLESS STEEL MESH PANELS (MP-#) 4. BLANK STAINLESS STEEL MESH PANELS 5. IMPACT RATED HORIZONTAL GALVANIZED CABLE BARRIERS @ 4” O.C. WITH VERTICAL TUBE STEEL METAL SUPPORTS – RE: STRUCT. 6. GLAZED ALUMINUM STOREFRONT SYSTEM
4-A7.00
A
A.8
B
C
E
D
G
F
H
K
J
L
M
N
5
2
FRL-1 TYP
TYP
LEVEL 5 929'-5 1/4" LEVEL 4 915'-5 1/4" LEVEL 3 901'-5 1/4" LEVEL 2 887'-5 1/4"
MATERIALS & ASSEMBLIES FCS-1 FRL-1 PCB-1
LEVEL 1 - T.O. GARAGE DRIVE 871'-5 1/4"
TENSIONED METAL MESH SYSTEM CONCRETE FORMLINER PRECAST CONCRETE BASE
1 TYP
C-M.5
WEST ELEVATION - CSB & READY RETURN GARAGE 1/32" = 1'-0" 4
CUSTOMER SERVICE BUILDING OMITTED TO SHOW GARAGE ELEVATION BEYOND FOR CLARIFICATION PURPOSES
1 4-A7.00
N
2
M
4
L
K
J
H
TYP
5
G
F
E
J.9
D
B
C
A.8
A
PCB-1
TYP
LEVEL 5 929'-5 1/4" LEVEL 4 915'-5 1/4" LEVEL 3 901'-5 1/4" LEVEL 2 887'-5 1/4" LEVEL 1 - T.O. GARAGE DRIVE 871'-5 1/4" 1 TYP
EAST ELEVATION - CSB & READY RETURN GARAGE
1/32" = 1'-0"
3
2 4-A7.00
13.7 14
15
16
17
18
19
20
21
22
23
24
5
FCS-1 TYP
16'-0"
14'-0"
14'-0"
14'-0"
TYP
LEVEL 5 929'-5 1/4" LEVEL 4 915'-5 1/4" LEVEL 3 901'-5 1/4" LEVEL 2 887'-5 1/4" LEVEL 1 - T.O. GARAGE DRIVE 871'-5 1/4"
1 TYP
SOUTH ELEVATION - CSB & READY RETURN GARAGE
1/32" = 1'-0"
2
12
C-110
1 4-A6.02
24
23
22
21
20
19
18
17
16
15
14 13.7
13.3 13
12
10
11
09
08
07
3
0.80.6
5 TYP
FCS-1 TYP
4-A7.00
PCB-1
2
LEVEL 5 929'-5 1/4" LEVEL 4 915'-5 1/4" LEVEL 3 901'-5 1/4" LEVEL 2 887'-5 1/4"
CSB LOW LANDING 872'-5 1/4"
LEVEL 1 - T.O. GARAGE DRIVE 871'-5 1/4" 1 TYP
DATE STAMP: 3/1/2019 3:07:59 PM
FILE NAME:
C:\@RevitLocals\CVG CONRAC - ARCH - RVT2018 - MODEL_RTownson@pgal.com.rvt
2 4-A7.00
NORTH ELEVATION - CSB & READY RETURN GARAGE 1/32" = 1'-0" 1 CONSULTANT
ARCHITECT
PGAL, INC 1425 ELLSWORTH INDUSTRIAL BLVD, #15 ATLANTA, GA 30318 [T] 404-602-3800 [F] 404-602-3810
PGAL
DATE
#
REVISION
BY
AUTH.
CVG International Airport New Consolidated Rental Car Facility
KENTON COUNTY AIRPORT BOARD
ELEVATIONS − CSB & READY RETURN GARAGE 1003084 CHK BY:
PROJ.NO:
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
DATE:
PJH
03/01/2019 APPR. BY:
DRAWN BY:
RRT
SCALE:
JAW AS SHOWN
100% BP4 ISSUED FOR CONSTRUCTION
SHEET NO:
4−A6.00
A
A
A
CAST-IN-PLACE COLUMN BEYOND LINE OF COLUMN BEYOND
SST UPPER FIXED BRACKET
LEVEL 4 915'-5 1/4" MAXIMUM EMBEDMENT OF POST-INSTALLED ANCHORS IS 3"; RE STRUCUTRAL
GALV STL POST-INSTALLED ANCHORS AS RQD
INTERMEDIATE PIVOT BRACKET
WOVEN SST FABRIC WITH FACTORY-ETCHED PATTERN FORMED INTO EXTENDED LOOPS AT TOP ATTACHMENT
3/4" = 1'-0"
8
GALV STL BRACKET AS RQD
DETAIL SECTION AT GARAGE SKIN ATTACHMENT - INTERMEDIATE
3/4" = 1'-0"
J-BOX; RE: ELECTRICAL
WOVEN SST FABRIC WITH FACTORY-ETCHED PATTERN FORMED INTO EXTENDED LOOPS AT BOTTOM ATTACHMENT
8 4-A6.50
BRACKET
SST ROUND TUBE BOTTOM ATTACHMENT EXTERIOR LIGHTING; RE: ELECTRICAL
5/8" X 7" SS HEX BOLT WITH NEOPRENE FACED WASHERS AND LOCK NUT
VARIES
4 3/4" X 6" X 1/4" ALUMINUM TUBE
ADJUSTABLE SST BOTTOM BRACKET
2
COLUMN BEYOND
EDGE OF SLAB
MAXIMUM EMBEDMENT OF POST-INSTALLED ANCHORS IS 3"; RE STRUCUTRAL
PERFORATED METAL PANEL
3/4" = 1'-0"
6
GARAGE SKIN - ATTACHMENT PLAN DETAIL
3/4" = 1'-0"
5
16
4-A6.50
CAST IN PLACE CONC. KNEE WALL; RE: STRUCTURAL
1/2" X 5 1/2" CONCRETE EXPANSION ANCHOR
LEVEL 2 887'-5 1/4"
DETAIL SECTION AT GARAGE SKIN ATTACHMENT - BOTTOM
7
A
A
CONDUIT; RE: ELECTRICAL
8" MIN; RE: STRUCTURAL
LEVEL 5 MAXIMUM EMBEDMENT OF 929'-5 1/4" POST-INSTALLED ANCHORS IS 3"; RE: STRUCUTRAL
SST ROUND TUBE BOTTOM ATTACHMENT BEYOND
SLEEVING; RE: STRUCTURAL
EDGE OF SLAB
5" MIN; RE: STRUCTURAL
5" MIN; RE: STRUCTURAL
SST ROUND TUBE TOP ATTACHMENT
DETAIL SECTION AT GARAGE SKIN ATTACHMENT - TOP
CONCRETE DECK; RE: ST DWGS
CONCRETE DECK; RE: ST DWGS
GALV STL EMBED RECOMMENDED BY MESSER THP TO CONFIRM
LOW PARAPET 931'-7"
LOW PARAPET 931'-7"
LEVEL 5 929'-5 1/4"
LEVEL 5 929'-5 1/4"
C.I.P. CONCRETE COLUNM BEYOND 14'-0"
HORIZONTAL GALVANIZED CABLE BARRIERS, TYP.
4'-0"
WOVEN METAL SCREEN LIGHT; RE: ELECTRICAL
WOVEN METAL SCREEN SUPPORT
LEVEL 1 - T.O. GARAGE DRIVE 871'-5 1/4"
LEVEL 4 915'-5 1/4"
LEVEL 4 915'-5 1/4"
LEVEL 3 901'-5 1/4"
LEVEL 3 901'-5 1/4"
7 4-A6.50
14'-0"
FOUNDATION; RE: STRUCTURAL
DETAIL SECTION AT GARAGE SKIN ATTACHMENT - CURB
3/4" = 1'-0"
4
A 14'-0"
HORIZONTAL GALVANIZED CABLE BARRIERS C.I.P. CONCRETE COLUNM BEYOND
T3 BAGGAGE CLAIM MECH LEVEL 890'-5 1/4"
T3 BAGGAGE CLAIM MECH LEVEL 890'-5 1/4"
T3 BAGGAGE CLAIM MECH LEVEL 890'-5 1/4"
LEVEL 2 887'-5 1/4"
LEVEL 2 887'-5 1/4"
LEVEL 1 - CSB F.F. 871'-11 1/4"
LEVEL 1 - T.O. GARAGE DRIVE 871'-5 1/4"
6 4-A6.50
WALL SECTION AT GARAGE SKIN-QTA
15'-6"
12'-5" SEE 4-A6.51 FOR PANEL TYPES 4 4-A6.50
DATE STAMP: 3/1/2019 3:10:47 PM
FILE NAME:
C:\@RevitLocals\CVG CONRAC - ARCH - RVT2018 - MODEL_RTownson@pgal.com.rvt
LEVEL 2 887'-5 1/4"
LEVEL 1 - T.O. GARAGE DRIVE 871'-5 1/4"
1/4" = 1'-0"
3
WALL SECTION AT GARAGE SKIN
1/4" = 1'-0"
TYP GARAGE SKIN
2
CONSULTANT
ARCHITECT
PGAL, INC 1425 ELLSWORTH INDUSTRIAL BLVD, #15 ATLANTA, GA 30318 [T] 404-602-3800 [F] 404-602-3810
PGAL
DATE
#
REVISION
BY
AUTH.
1/4" = 1'-0"
1
CVG International Airport New Consolidated Rental Car Facility
KENTON COUNTY AIRPORT BOARD
ENLARGED GARAGE SKIN DETAILS 1003084 CHK BY:
PROJ.NO:
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
DATE:
03/01/2019 APPR. BY:
DRAWN BY:
Author
SCALE:
Checker Approver AS SHOWN
100% BP4 ISSUED FOR CONSTRUCTION
SHEET NO:
4−A6.50
13
GENERAL NOTES
GENERAL NOTES 1. REFER TO A0.10 FOR PARTITION TYPES 2. REFER TO 4-A0.25 FOR FINISH SCHEDULE 3. REFER TO 4-A0.30 FOR DOOR SCHEDULE 4. REFER TO LIFE SAFETY PLANS FOR FIRE RATED WALLS 5. WHERE ENLARGED DRAWINGS ARE REFERENCED, SEE ENLARGED PLANS FOR DIMENSIONS, ELEVATION, KEY NOTES, ETC. 6. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYP, U.N.O. 7. REFER TO 4-A2.50 SHEET SERIES FOR FLOOR SLOPES AND EDGE OF SLAB PLANS 8. REFER TO LANDSCAPE DRAWINGS FOR HARDSCAPE, LANDSCAPE, PAVING, IRRIGATION, ETC., AND COORDINATE WITH CIVIL DRAWINGS FOR DRAINAGE AND ADJACENT PAVEMENT 9. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL ELEMENT SIZES, CONNECTIONS AND DETAILS 10. REFER TO FUELING AND EQUIPMENT DRAWINGS FOR ALL EQUIPMENT WITHIN MAINTENANCE BAYS, CARWASH BAYS, FUELING AREA, EQUIPMENT ROOM, ETC 11. SEE SHEETS 4-A0.40 THROUGH 4-A0.42 FOR WINDOW TYPES
KEYNOTE LEGEND
2 4-A7.01
8.02
C-100
LINE OF STRUCTURE ABOVE
40'-0"
1 4-A6.08
C-112
1'-6"
C-M.5
1° 10
10'-0"
C-112A
8.04
21
22
23
4-A8.04
F230 F230
UP
24
11 3/8"
STAIR 3
6'-9 3/8"
C-128
4.99%
C-124
A260
TECH.
C-126
C-124
A260
A260
C-127
18'-6"
A260
WOMEN'S
MEN'S
C-125
C-127
C-N 1 4-A4.31
10'-11"
1 4-A5.04
77'-0" 105'-4 3/8"
GGGG
LEVEL 1 ENLARGED FLOOR PLAN - CSB
PGAL, INC 1425 ELLSWORTH INDUSTRIAL BLVD, #15 ATLANTA, GA 30318 [T] 404-602-3800 [F] 404-602-3810
PGAL
DATE
#
REVISION
BY
AUTH.
MATCHLINE SEE 1 / 4-A2.21B
A260
C-123
C-M
C-128B
CSB
ARCHITECT
1 4-A7.01
A260 C-128A
2 4-A5.04
JAN. C-126
EMER. ELEC.
1'-0 5/8"
CONSULTANT
29'-10"
1'-4"
4-A8.04
C-122A
5
4-A6.02
4-A7.52
NURSING MOTHERS ROOM
C-122B
10'-10"
FFFF
1
2
DN
24'-11 5/8"
C-122
S3-101
4-A7.01
4.99%
877'-5 1/4"
1 4-A9.09
3 4-A5.04
EXISTING 4.99% BAGGAGE CLAIM
9.02
877'-5 1/4"
C-123
ELECTRICAL
S3-101
2 4-A7.01
3
4-A8.02
3'-7 1/4"
1 4-A9.03
C-102
F230
16'-2 3/8"
6
3'-0" 5'-9 3/4"
CIRCULATION
3
MATCHLINE
MATCHLINE REF 1 / 4-A2.21A
20
4-A7.01
1
FIDS BY OWNER. PROVIDE POWER AND DATA
23'-3 3/4"
10'-0"
4-A8.01
35'-10 1/8"
4
F.E.C.
3
4-A8.02
A260
A260
4-A8.02
4.95%
F.E.C.
1 4-A4.35
5
4-A6.02
874'-2 1/4"
4 4-A5.01
9 4-A5.01
C-8
8'-5 1/2" 65'-11 5/8"
A260
4-A8.02
29'-8 1/4"
874'-2 1/4"
5 4-A8.04
C-8
21'-3 3/4"
8.02
4'-9 3/4" 11 1/4" 1'-5 1/8"
6"
9.02
3
1 34'-5 3/8"
A260
5
9.02
4-A7.01
3
READY RETURN GARAGE 19
3'-10"
11'-0"
9.02
23'-5 1/2"
4-A8.04
C-9
C-121
9.03
8.02
VESTIBULE
C-9
C-120
A260
871'-11 1/4"
4-A7.70
CAFE/ LOUNGE
63'-9"
18'-10 1/2"
4
4-A8.03
C-112B
6 4-A8.02
C-119
A260
2
31'-3 1/8"
CAFE
C-119
29'-5 5/8"
9.03
9.02
1'-6"
C-10
A260
CAFE SUPPORT
F.E.C.
1'-4 5/8"
1'-6"
1'-6" 5'-0" 11 1/4"
5'-9" 16'-5"
40'-0" 9.03
4
5'-0" 11 1/4"
1'-6"
9.05
C-111
4-A7.01
F.E.C.
3'-10"
5'-0" 11 1/4"
5'-4"
3'-10"
1'-6"
4-A8.03
A260
A260
C-118
4 4-A5.04
4 7/8"
4.95%
10'-0 1/8"
10'-2 3/4"
3'-10"
1'-6" 5'-0" 11 1/4"
3'-10"
12'-11"
WAITING
A260
E
DATE STAMP: 3/1/2019 2:58:03 PM
C:\@RevitLocals\CVG CONRAC - ARCH - RVT2018 - MODEL_RTownson@pgal.com.rvt
1
C-117
CONFERENCE ROOM
A260
38'-0 1/8"
21'-11" A260
C-118
4-A8.03
874'-2 1/4"
9'-2 1/4"
C-117
STOR.
5
A260
8.04
1'-0 5/8"
FILE NAME:
9.03
38'-11 3/8"
4-A8.02
54'-3 5/8"
27'-1"
40'-0" 118'-11 3/8"
C-110A
4-A6.07
14
A260
F.E.C. 2'-11"
A260
14'-4 1/4"
SIM
DIGITAL DIRECTORY BY OWNER. PROVIDE POWER AND DATA
2
C-116
A260
26'-0"
C-116B
B.O.H. 4
6°
3
A260 A260
TYP
3/32" = 1'-0"
1
1'-0 5/8"
8.02 1 4-A4.37
52'-7 1/4"
30'-0"
8 3/4"
A260
C-115
10 1/4"
C-110
12'-8 5/8"
VESTIBULE
19'-0 1/8"
C-116A
B.O.H. 3
878'-1 1/4" T.O. CURB
1'-7"
1 4-A7.71
8'-9 1/4"
C-109
A260
26'-0"
0.8
876'-0 23/32"
878'-1 1/4" T.O. RETAINING WALL
C-7
38'-0 1/8" 4 7/8"
° 79
1° 10
C-110B
1 4-A8.01
1'-7"
4 7/8"
876'-5" T.O. CURB
14'-11 1/2" 3 3/8"
11"
4-A8.01
38'-0 1/8"
TYP
876'-0 5/8"
23'-8"
876'-5" T.O. RETAINING WALL
1 4-A7.71
0.6
876'-0 1/2"
1'-2"
4-A7.01
C-6
C-110
38'-10"
6
871'-11 1/4"
12.01
C-115
C-114
9.02
8 4-A5.01
874'-10 1/4" T.O. CURB
A260
B.O.H. 2
11'-1" 9.03
1'-7"
4 7/8"
1'-2"
TYP
5
52'-0"
C-129
A260
A260
4'-0"
COUNTER
C-114
1 4-A7.71
24'-7"
1'-6"
4-A8.03
7'-0 3/4"
DDDD
3
C-109
A260
874'-10 1/4" T.O. RETAINING WALL
876'-0 3/8"
1'-2 1/2"
60'-10 5/8"
4-A8.04
9.05
26'-10 3/4"
7'-11 1/2" 3'-1 1/2" 3 3/4" A260
6
1'-8 1/4"
CHASE / SUPPORT
3'-4 7/8"
C-107
1 4-A7.54
C
C-113
JAN.
C-107
10'-8"
C-L
C-106
38'-0 1/8"
11'-0"
MEN C-108
6
24'-10"
38'-10" C-5
4-A8.03
C-109
876'-0 1/8"
873'-2 1/4" T.O. CURB
4'-0"
4 4-A6.02
B.O.H. 1
40'-0"
40'-0"
1'-7"
4 7/8"
C-108
875'-0 3/8"
16'-10 3/8"
S2-101
FAMILY RR
TYP 1'-2"
38'-0 1/8"
A260
C-113
1 4-A7.71
1'-7"
4 7/8"
C-103
12.01
2'-1 5/8"
C-107B
QUEUING
4'-0"
52'-0"
6'-9 3/8"
1'-0 1/4"
2
13'-8 3/4"
80'-0 1/8"
STAIR 2
8'-0"
4-A8.03
18'-1 1/8"
20'-10"
1 4-A4.30
C-105
9"
7'-11"
F.E.C.
C-106
61'-2 7/8"
18'-0"
11"
WOMEN
1 4-A9.02
C-K
4-A8.05
XX
28'-7"
S2-101B
UP
C-107 40'-0"
4-A7.01
873'-1 1/4" T.O. CURB
39'-7 1/8"
19'-11"
1'-0 3/8"
C-106
40'-0"
5
C-4
1
9.02
4-A8.04
5'-9 3/8"
1 4-A7.71
4 4-A7.54
8
8'-5 3/4"
1 4-A6.02
874'-0 1/4"
TYP
9.02
C-101
C-104B C-104A
C-J
4-A8.01
4-A8.04
S2-101A
B
4-A8.01
4
EEEE
40'-0" 38'-10"
873'-1 1/4" T.O. CURB
5'-0" 11 1/4"
C-104
18'-9 1/4"
C-I
1'-2"
4
F.E.C.
27'-5"
4-A8.04
1 4-A4.36
C-105 C-105.1
4-A7.01
C-4
2
VESTIBULE
873'-0 23/32"
38'-10"
TYP
4
ELEVATOR QUEUING
7
1 4-A7.01
9'-1 1/2" 9 1/4" 7'-2 3/4" 1'-1 1/2"
1 4-A9.21
1 4-A7.71
9.03
4 4-A8.08
12.01
40'-0"
873'-1 1/4" T.O. CURB
C-4
7 4-A5.01
S1-101
UP
10'-11 1/8"
CCCC
STAIR 1
3 4-A5.01
9.05 C-104
1'-2"
F.E.C.
5'-4"
E1B-101
9.02 9.03
873'-0"
40'-0" 38'-10 1/2"
C-3
E1A-101 1 4-A5.01
C-103
1'-1 1/2"
C-2
C-1
E1C-101
ELEV. 1A
5'-9"
C-G C-H C-H.1
E1D-101
20'-2"
6'-6" 1'-1 1/2" 7'-7 1/2"
5'-4" 5'-4"
ELEV. 1B
5'-4"
C-F
A
4-A6.02
ELEV. 1C
5'-4"
C-D
E1E-101
ELEV 1D
20'-2"
1'-1 1/2"
ELEV. 1E 2
C-102
1 4-A9.01
27'-5 1/2"
C-C
TWO (2) FULLY GLAZED AUTOMATIC SLIDING DOORS WITH EMERGENCY BREAKOUT FULL HEIGHT GLAZING TO GARAGE THRESHOLD TO PROVIDE PROTECTION FROM ELEMENTS TERRAZZO FLOORING CUSTOM PREFINISHED ALUMINUM COLUMN ENCLOSURE ARCHITECTURAL WALL PANELS FULL HEIGHT WITH S.S BASE CUSTOM MILLWORK TRANSACTION COUNTER. PROVIDE CONDUIT AND PULL-STRING TO INDIVIDUAL TENANT TELCOMM CLOSETS
8.04
4-A7.01
28'-10"
28'-7"
8'-0"
C-B C-B.3
C-E
3
C-101
5'-6 3/4"
MATCHLINE
C-99
C-A
MATCHLINE
PLAN NORTH
KEY PLAN
CVG International Airport New Consolidated Rental Car Facility
KENTON COUNTY AIRPORT BOARD
LEVEL 1 ENLARGED FLOOR PLAN − CSB 1003084 CHK BY:
PROJ.NO:
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
DATE:
PJH
03/01/2019 APPR. BY:
DRAWN BY:
RRT
SCALE:
JAW AS SHOWN
100% BP4 ISSUED FOR CONSTRUCTION
SHEET NO:
4−A2.31
J.9
C-M.5 C-A C-N
F
E
C-M
C
C-B.3 C-C
C-E
C-H.1 C-H
XX
C-I
C-J
C-K
C-L
KEYED NOTES
DDDD
J.9
EMP-2 TYP
EMP-2 TYP
EMP-2
EMP-2
LEVEL 5 929'-5 1/4"
LEVEL 5 929'-5 1/4"
EMP-1A TYP
FRL-1 TYP
LEVEL 4 915'-5 1/4"
LEVEL 4 915'-5 1/4" EMP-1A TYP
LEVEL 3 901'-5 1/4"
C-101
LEVEL 2 887'-5 1/4"
LEVEL 2 887'-5 1/4"
LEVEL 1 - CSB F.F. 871'-11 1/4"
T.O. SCREEN 875'-11 1/2"1 - CSB F.F. LEVEL 871'-11 1/4"
C-102
WEST ELEVATION - ENLARGED CSB
C-103
C-104
3 4-A7.01
MATERIALS & ASSEMBLIES
LEVEL 3 901'-5 1/4"
EMP-1B TYP
EAST ELEVATION - ENLARGED CSB 1/16" = 1'-0" 5
C-100
#
1. ALUMINUM PLATE RAIN SCREEN PANEL SYSTEM, (EMP-1A) 2. ALUMINUM PLATE RAIN SCREEN PANEL SYSTEM, (EMP-1B) 3. INSULATED METAL WALL PANEL, (EMP-2) 4. CLEAR VISION INSULATED GLASS, (GL-1) 5. PRECAST CONCRETE BASE, (PCB-1) 6. VISION BARRIER SCREEN, (LVR-1)
B EEEE
C-105.1 C-105
C-106
C-107
4
5
6
4-A7.01
4-A7.01
4-A7.01
1/16" = 1'-0"
C-2 C-4 C-5 C-6 C-7 C-8 C-10 C-12 EMP-1 EMP-1A EMP-1B EMP-2 FRL-1
4
C-108
ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL ALUMINUM WINDOW ALUMINUM CURTAIN WALL ALUMINUM CURTAIN WALL ALUMINUM PLATE RAIN SCREEN SYSTEM ALUMINUM PLATE RAIN SCREEN SYSTEM INSULATED METAL WALL PANEL CONCRETE FORMLINER
C-109
LEVEL 5 929'-5 1/4"
EMP-2 TYP
EMP-1A TYP
EMP-1A TYP
C-12
C-12
LEVEL 4 915'-5 1/4" EMP-2 TYP
C-12
LEVEL 3 901'-5 1/4"
LEVEL 2 887'-5 1/4" C-8
C-10
C-8
LEVEL 1 - CSB F.F. 871'-11 1/4"
SOUTH ELEVATION - ENLARGED CSB
EMP-1A
C-109
EMP-1B
C-108
C-107
C-106
C-105.1 C-105
C-104
C-103
C-102
62'-0"
4-A7.01
HIGH PARAPET 948'-5" 6
5
C-7
4-A7.01
EMP-1A TYP
C-5
C-6
C-4
C-4
C-4
C-2
LEVEL 5 929'-5 1/4"
EMP-1A EMP-1A TYP TYP
LEVEL 4 915'-5 1/4"
LEVEL 4 915'-5 1/4" 7
LEVEL 3 901'-5 1/4"
11'-0"
EMP-1 TYP
EMP-1 TYP
EMP-1 TYP
EMP-1 TYP
EMP-1 TYP
LEVEL 3 901'-5 1/4" EMP-1A TYP
LEVEL 2 887'-5 1/4"
8"
50°
50°
50°
50°
50°
50°
50°
11'-0"
15'-6"
LEVEL 2 887'-5 1/4"
EMP-1 TYP
ELEVATED ROADWAY
14'-0"
11'-0"
LEVEL 5 929'-5 1/4"
14'-0"
EMP-1A
11'-0"
100°
4-A7.01
EMP-1B
11'-0" 76'-1"
11'-0"
80°
50°
C:\@RevitLocals\CVG CONRAC - ARCH - RVT2018 - MODEL_RTownson@pgal.com.rvt
4-A7.01
4
14'-0"
10'-1"
80°
DATE STAMP: 3/1/2019 3:08:42 PM
C-100
3
2'-0"TYP.
FILE NAME:
C-101
3
1/16" = 1'-0"
LEVEL 1 - CSB F.F. 871'-11 1/4"
LEVEL 1 - CSB F.F. 871'-11 1/4"
NORTH ELEVATION - ENLARGED CSB NORTHWEST ELEVATION - ENLARGED CSB
1/16" = 1'-0"
2
CONSULTANT
ARCHITECT
PGAL, INC 1425 ELLSWORTH INDUSTRIAL BLVD, #15 ATLANTA, GA 30318 [T] 404-602-3800 [F] 404-602-3810
PGAL
DATE
#
REVISION
BY
AUTH.
1/16" = 1'-0"
1
CVG International Airport New Consolidated Rental Car Facility
KENTON COUNTY AIRPORT BOARD
ELEVATIONS − ENLARGED CSB 1003084 CHK BY:
PROJ.NO:
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
DATE:
PJH
03/01/2019 APPR. BY:
DRAWN BY:
RRT
SCALE:
JAW AS SHOWN
100% BP4 ISSUED FOR CONSTRUCTION
SHEET NO:
4−A6.02
15
GWCC_BC EXPANSION PGAL
16
BC-A
BC-A9 BC-B BC-C BC-C1 BC-C2 BC-C3
31'-2 7/8"
19'-2" 3'-11"
5'-8"
11"
1'-10" 25'-6 1/4"
45'-0" 3'-6"
2"
3'-10 1/4"
BC-L BC-M
2'-9"
C-14Y C-14.6 C-16.1C-16.17C-16.4 B-16.52iv C-16.5 C-16.8 C-17Y 60'-9"
BC-J BC-K
FLOOR PLAN NOTES
3'-11" 15'-11"
C-18Y
16'-9"
3'-8 5/8"
C-19Y C-19-1
91'-2"
91'-2"
B-20Y C-21Y 89'-4"
3'-3"
91'-2"
1'-10"
7'-6 1/2"
C-22Y
BC-C21 C-23Y
28'-3"
30'-2 7/8"
1'-10"
B-24
22'-4 5/8"
2'-9"
B-25 B-26
91'-2"
91'-2"
14'-0"
7'-6 1/2"
C-X6
980'-1"
45'-7"
980'-0 1/2"
C-U4 45'-7"
SECTOR H 1 / A2.10H
288'-8 1/4"
264'-11 1/4"
45'-7"
C-T
EXISTING
C-R4
377'-8 3/8" 14'-8"
28'-10 1/4"
C-Q
2 1/8"
45'-7"
NEW DOORS IN EXISTING OPERABLE PARTITION RE: LIFE SAFETY DRAWINGS
8"
JAN BC116 STORAGE B117
MEN B113
1 / A2.10C
B EXHIBIT HALLS
1 / A2.10B
15'-2" 30'-5" 4'-8" 8'-0" 7'-7" 20'-1 7/8"
1'-10"
SECTOR A
1 / A8.04
22'-7"
17'-4"
14'-7 7/8"
62'-11"
393'-0 1/4"
1 / A2.10A
142'-1 3/4" 156'-9 5/8"
5"
NEW FLOOR CONSTRUCTION DEPRESSED
BC-12 BC-11 BC-10.2
PROJECT NAME
GEORGIA WORLD CONGRESS CENTER
EXISTING WALL/COLUMN TO REMAIN NEW WALL/COLUMN PATH OF EXPANSION JOINT ABOVE
PROJECT LOCATION
C-F.6 C-E.8
285 ANDREW YOUNG INT'L BLVD ATLANTA, GA 30313
BC-9 BC-8
DRAWING HISTORY №.
DESCRIPTION
100% CONSTRUCTION DOCUMENTS 1 CONSTRUCTION PERMIT SET 3 IR-22 FINISH FLOOR ELEVATIONS 6 IR-70 FLOOR BOX CHANGES 9 RFI - 394
BC-7
B-B.2iv
DATE
2018-0302 2018-0413 2018-1128 2019-0308 2019_0709
BC-3 KEY PLAN
BAA
BC-2
B-A.9iv
BC-1
BBB
BC-09
H G F E D C B A
Copyright © 2017
B100K
BB
(2) NEW EGRESS DOORS
B100L
B-AAA.85iv
INFILL WHERE EXISTING OVERHEAD DOOR HAS BEEN REMOVED
B-B.5ziv BC NEW B5 EAST EGRESS DOORS
BC-C4
[T] (303) 722-5000
REGISTRATION
10'-2 1/2" 23'-0"
BC-12.2
421 BROADWAY DENVER, CO 80203
BCC
NEW DOORS IN OPERABLE PARTITIONS SEE LIFE SAFETY DRAWINGS
(E) VEST
NEW EXTERIOR SLAB ON GRADE PAVING
27'-6"
3'-8 3/8"
A7.00
SECTOR B
BC-12.3
28'-0"
(E) STORAGE
A7.00
SECTOR C
5'-6 1/8"
11'-4" 12'-6"
VALVE RISER B119
(E) WOMEN
6 / A6.02
2 / A8.04
22'-3"
9
PART STOR B120
3 / A8.04 VALVE RISER B108
(E) ELEV
wh
C-H
21'-5 5/8"
WOMEN B121
5 4
3'-2 7/8"
978.30'
JAN BC128 IDF BC129
NEW FLOOR CONSTRUCTION
BC-4
40'-0"
2 / A6.02
WOMEN BC126
11'-0 1/8"
2 / A8.02
DESIGN ARCHITECT
FLOOR PLAN LEGEND BC-12.4
BC-10
1'-8"
30'-5"
C-M
10'-10"
30'-4"
EXISTING
PART STOR B109 wh
(E) EL MR
39'-4 3/8" 216'-6 1/4"
30'-5"
(E) MEN
STORAGE B110
STORAGE B116 (E) OP PART STOR
75'-1"
1 / A8.00
30'-5"
FLOOR BOX LOCATION RE: MEP/IT FOR MORE INFO
WOMEN B114
IDF B115
64'-2 3/8"
10'-0" 10'-5" 10'-0" 10'-0" 10'-5" 10'-0" 10'-0" 10'-4" 10'-0" 30'-4"
5'-6"
31'-4"
SIM
[T] 404 602 3800 [F] 404 602 3810 www.pgal.com
BC-6
11"
31'-4"
1 / A2.10D
4'-6"
6 A8.50
30'-4"
1 / A6.02
30'-8" 10'-0"
30'-0"
30'-5"
SECTOR D
42'-2"
1 / A8.02
A7.00
16'-2 5/8"
1:20
30'-5"
29'-0"
30'-4"
5'-0"
30'-5"
TRUCK RAMP DOWN 1:20
4 / A8.02
1 / A2.10E
30'-0"
982.25'
3 / A6.02
8 / A6.02
73'-7 1/2"
EXHIBIT HALL BC BC100
1 ASK1.31
SECTOR E
30'-0"
1 / A2.10F
MEN BC123
1 / A8.01
EXHIBIT HALL BC BC103
61'-1 7/8"
2 / A8.00
SECTOR F
WOMEN BC122
JAN BC132
TYPICAL SLAB CONTROL JOINT LAYOUT SEE STRUCTURAL FOR MORE INFO
30'-0"
10'-0" 10'-5" 10'-0" 10'-0" 10'-4" 10'-0" 10'-0" 11'-4" 10'-0"
TYP
2 / A8.01
TRUCK RAMP DOWN 1:20
982.25'
3 / A8.01
MEN C123 WOMEN C122
RAMP DOWN
1:20
1 / ASK1.30
10" 11 3/8" 54'-10" 196'-8 7/8"
2
SIM
NEW MANHOLE COVER ON EXTENDED EXISTING MANHOLE
MEN BC111
A7.00
4"
13 A8.50
6 A8.50
982.25'
WOMEN BC112 JAN BC118
IDF BC119
32'-2 3/8"
RAMP DOWN
9'-9 5/8"
8"
WOMEN C112
MEN C111
1
C:\@RevitLocals\GWCC-A_R18_jasmainefranklin.rvt 7/9/2019 9:54:50 AM
VALVE RISER C124
23'-9"
979.92' 2 / ASK1.25 FAM C113 STO C131
wh
C-N4 C-N
8"
EXISTING
1 / A2.10G
IDF BC120
wh JAN C118
6 / A8.01
FILE NAME: DATE STAMP:
2 / A8.03
2'-0" 18'-10 5/8"
23'-9"
VALVE RISER C110
33'-6"
34'-2 5/8"
1 / A8.03
SECTOR G
43'-8"
OP PART STO C121
OP PART STO C114
PGAL 1425 ELLSWORTH INDUSTRIAL BLVD. SUITE 15 ATLANTA, GA 30318
FENTRESS ARCHITECTS
43'-8 1/4" 16'-5"
361'-3 3/8"
ARCHITECT OF RECORD
49'-0"
21'-3 5/8"
10'-0"
44'-8" 22'-2"
BC-C22
45'-7"
C EXHIBIT HALLS 1'-2 3/8"
14. SEE CODE PLANS FOR LOCATIONS OF DOORS FOR EXITING IN OPERABLE PARTITIONS. 15. SEE OVERALL FLOOR PLAN LEVEL 1 FOR FLOOR BOX LOCATIONS 16. SEE ENLARGED PLANS FOR FLOOR DRAIN LOCATIONS IN TOILET ROOMS. 17. SEE OVERALL FLOOR PLAN LEVEL 1 FOR FLOOR BOX LOCATIONS\. 18. DEPRESSED SLAB TO MATCH OTHER RESTROOMS. DEMO PRIOR TO NEW BATHROOMS BEING CONSTRUCTED. 19. PROVIDE CONCRETE SLAB SAWCUT CONTROL JOINTS, EQUALLY SPACED BETWEEN FLOOR BOX CENTERLINES @ APPROXIMATELY 10' 0.C. SEE A2.10 20. EXTERIOR DIMENSIONS ARE TYPICALLY TO FACE OF CMU OR FACE OF SHEATHING. 21. INTERIOR DIMENSIONS ARE TYPICALLY TO FACE OF CMU UON. 22. SEE OVERALL PLANS (A2.10, A2.20, A2.30) FOR ALL COLUMN GRIDS AND DIMENSIONS. 23. ELEVATION TARGETS ON PLAN IDENTIFY ELEVATION AT TOP OF CONCRETE UON. 24. PROVIDE BOLLARDS AT OUTSIDE CORNERS OF EIFS UON. 25. PROVIDE FR PLYWOOD ALL WALLS OF IDF ROOMS 6" AFF TO 8'-6" AFF, PAINTED WITH FR SATIN WHITE, LEAVING THE FIRE RATING STAMP CLEAR OF PAINT. PROVIDE A CLASS C FIRE EXTINGUISHER IN EACH IDF. 26. SEE LEVEL 1 PLANS FOR TYPICAL DIMENSIONS. 27. COLUMN CORNERS ARE CHAMFERED UON. A. WHERE COLUMNS ARE TILED, PROVIDE SQUARE CORNERS. B. WHERE CMU WALL ALIGNS WITH COLUMN FACE PROVIDE SQUARE CORNER C. SEE A8.50 FOR TYPICAL DETAILS
45'-7"
976.00'
GEORGIA WORLD CONGRESS CENTER 285 ANDREW YOUNG INT'L BLVD. ATLANTA, GA 30313 [T](404) 223-8828
FLOOR PLAN NOTES
C-W 9
CLIENT
1. ELEVATION 982.0 IS INTENDED TO ALIGN WITH THE FINISH FLOOR ELEVATION OF THE EXISTING B HALLS. 2. ELEVATION 980.0 IS INTENDED TO ALIGN WITH THE FINISH FLOOR ELEVATION OF THE EXISTING C HALLS. 3. PROVIDE 4"X4"X8' STAINLESS STEEL CORNER GUARDS ON CMU CORNERS EXPOSED TO THE EXHIBIT HALL. SEE DETAIL 4. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATION AND EXTENT OF UNDERGROUND CONDUIT FOR WATER AND COMPRESSED AIR DISTRIBUTION. 5. COORDINATE LOCATIONS OF ACCESS PANELS WITH THE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION 6. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF CONTROL JOINTS 7. PROVIDE ACOUSTICAL INSULATION ABOVE THE TOILET ROOM CEILINGS. 8. SEE STRUCTURAL DRAWINGS FOR RIGGING LOCATIONS. 9. PROVIDE DOCK BUMPERS ON ALL DOCKS. PROVIDE DOCK LEVELERS AND CONTROLS ON 2 DOCKS IN THE B5 DOCKS AND 2 DOCKS IN THE C4 DOCKS. SEE A2.10G&H AND A2.10A FOR LOCATIONS. 10. FOR BOLLARD DETAIL SEE DETAIL 6 / A7.76 11. PROVIDE EDGE ANGLES AT LOADING DOCK SLAB EDGE. COORDINATE WITH STRUCTURAL. 12. FE-2 IDENTIFIED ON THE PLAN IS A CANISTER WALL HUNG FIRE EXTINGUISHER. SEE SPECIFICATIONS. 13. FE-1 IDENTIFIED ON THE PLANS IS A RECESSED FIRE EXTINGUISHER CABINET. SEE SPECIFICATIONS AND DETAIL 3 / A8.51
13'-1"
1/8" = 1'-0"
2
PROJECT NUMBER
1003026 GWCC-043 SHEET TITLE
OVERALL FLOOR PLAN - LEVEL 1
SHEET NUMBER 2 A2.10
LEVEL 1 (982.00)
1/32" = 1'-0"
1
NORTH
A2.10
17
CLIENT
C-16.5
BC-B
C-16.8 BC-C
BC-C1
GEORGIA WORLD CONGRESS CENTER 285 ANDREW YOUNG INT'L BLVD. ATLANTA, GA 30313 [T](404) 223-8828
C-17Y
BC-12.3
PGAL 3'-5 5/8"
ALIGN
BC-12.2
3'-8 1/4"
1'-7 5/8"
ARCHITECT OF RECORD
M58
3'-7"
M68
BC-12
25 / A8.10
M68
27 / A8.10
28 / A8.10
FAM C113
M56
1'-7"
FLOOR DRAIN RE: PLUMBING
IEJ01 9'-10" 2 A8.51
2'-6" 2'-6"
12'-8 3/8"
5'-6 5/8"
M56
3'-1" 3'-0"
M56
BC119
3'-1" 3'-0"
3'-1" 3'-0"
1'-7" 3'-1"
10'-8 3/8"
KEY PLAN
2'-4"
5'-8"
EQ
2'-6"
TYP 3'-0"
M89
EQ
4'-4 3/8" 2'-0 5/8"
2'-3 1/2"
2'-6"
M68
3'-0"
3'-0"
MEN B113 2 / A8.10
5'-4 3/8"
1 / A8.10
3'-0"
M68
1'-8" 3'-0"
3'-0"
M58
M59
1'-8"
M58
3'-1"
MIN. CLEAR
3'-1"
3'-1"
Copyright © 2017
4'-11"
M89
B110
M58
M58 M58
M89
REGISTRATION
M89
2'-4"
30'-5 5/8"
1'-6" 3'-0"
M58 M14
2'-6"
H G F E D C B A
13'-6"
FLOOR DRAIN RE: PLUMBING
5'-1"
2'-6"
3'-7"
M14 2'-4"
1'-8 3/4"
1'-8 3/4"
2'-3 1/2"
M58
13'-2 5/8"
EQ
M58 M14 5'-1 3/8"
6'-10 5/8"
5'-4 3/8"
M14
2'-6"
2'-11 1/8"
M68
1'-7"
M58
5'-8 3/8"
2'-6"
6'-2"
3'-1"
3'-1"
3'-1"
3'-1"
1'-7"
2'-11" STORAGE B110
M89
2'-3 5/8" 8'-7 5/8"
4'-11"
17 / A8.12
3'-1" 3'-0"
7 5/8"
3'-1"
3'-2 3/8"
M68
3'-1"
5'-10 5/8"
8 / A8.10
7 / A8.10
EQ
M58
2'-4"
M14
5'-4 3/8"
5'-1"MIN. CLEAR
3'-1"
11'-0"
2'-10 3/8"
3'-1"
C-F.6
10 / A8.10
M18
1'-10"
8"
EQ
2'-3 1/2"
1'-8 3/4"
M18
M18
xxxx-xxxx
JAN BC116
PROJECT NUMBER
1003026 GWCC-043
M58 M56
M19
RECESS RE: PLUMBING 11'-8"
7'-3 1/8"
M68
3'-0"
2018-0413
WATER HEATER ON CURB RE: PLUMBING
3 / A8.10
2'-6"
BC111
M18
M58
MEN
3'-0"
5 / A8.10 WOMEN 27'-4 5/8" B114 6 / A8.10
M14
M18
M68
9 / A8.10
2'-6"
M58
2'-0"
4'-0"
19'-4"
M58
3'-0"
DATE
2018-0302
BBB
M89
M58
3'-1"
1'-5"
FLOOR DRAIN RE: PLUMBING
M18
12 / A8.10
E-M193
1'-4"
2'-6"
3'-1" 3'-1"
5'-3 3/8"
3'-1"
M58
11'-0 3/8"
M18
BC118
8'-2 5/8"
3'-0"
M58
EQ
M68
M68
2'-8"
4'-8"
14'-4"
JAN BC118
8"
EQ
M14
11 / A8.10
5'-1 3/8"
IDF
2'-4"
M89
2'-6" M14
BC119
1'-8"
2'-6"
3'-1"
M14
8"
TYP 3'-1"
M89
2'-6"
3'-0"
4 / A8.10
2'-6"
3'-0"
2'-0 5/8"
EQ
3'-0"
3'-1"
2'-11"
1'-7" 1'-0"
M89
3'-1"
11'-0"
2'-8"
M58
EQ M14
3'-1"
DESCRIPTION
100% CONSTRUCTION DOCUMENTS 1 CONSTRUCTION PERMIT SET 5 Revision 9
FLOOR DRAIN RE: PLUMBING
MIN. CLEAR
1'-4"
M14
1'-6"
M18
2'-6"
TYP
5'-1"
3'-1"
3'-6 3/8"
3'-1"
2'-6"
DRAWING HISTORY №.
8"
M68
3'-1" 1'-6"
M18
5'-1" MIN. CLEAR
3'-1"
2'-6"
2'-1 3/8"
M14
2'-8"
3'-1"
M56
6'-6 7/8" M58
EQ
RECESS RE: PLUMBING
M58
FLOOR DRAIN RE: PLUMBING
6'-0"
11'-4 3/8"
3'-1"
3'-0"
2'-8"
2'-2"
3'-1"
M18
8'-6 3/8"
2'-6"
8"
M58
3'-0"
3'-0"
5'-4"
M68
2'-4"
3'-0"
M58
3'-1"
6'-8 3/8"
4'-0"
BC112
3'-1" 3'-0"
1'-3 5/8"
7'-4"
WOMEN
3'-1" 3'-0"
M56 M56
5'-5 3/4"
3'-1" 3'-0"
M66
M19
BC-9
3'-0"
16'-8 5/8"
3'-0"
3'-1"
M89
3'-8 3/8"
3'-1" 3'-0"
13 / A8.10
14 / A8.10
3'-8 3/4"
M58
2'-4"
3'-1" 3'-0"
15 / A8.10
3'-0"
18'-2 3/4"
BC116
6'-0 5/8"
3'-1"
5'-6 3/4"
8'-10 5/8"
FLOOR DRAIN RE: PLUMBING PANEL RE: ELECTRICAL
M89
M68
TYP 3'-1"
4'-0 3/8"
1'-3" M89
M58
1'-6"
16 / A8.10
5'-1 5/8" MIN. CLEAR
M89
M68
M58
C-H
4'-0"
C-17Y BC-C2 BC-C4
BC-C1
1'-3"
M89
BC-B
5'-0"
7'-4"
285 ANDREW YOUNG INT'L BLVD ATLANTA, GA 30313
EQ
3'-0"
5'-1" MIN. CLEAR
M58
2'-4"
M14
1'-11 5/8"
M58
GEORGIA WORLD CONGRESS CENTER PROJECT LOCATION
M58
5'-11 3/8"
7'-10 3/8"
PROJECT NAME
M14
6'-4 3/4"
2'-11 3/8"
M89
WOMEN C112
2'-4"
TYP
3'-6"
4'-0"
1'-4"
4'-0"
EQ
3'-1" 3'-0"
3'-1"
1'-6"
3'-5" 3'-6 3/8"
EQ
2'-11 5/8" M14
M68
23 / A8.10
3'-1"
1'-4"
M68
2'-8"
3'-0"
3'-1"
1'-6"
TYP
5'-3 1/2"
2'-6"
5'-1"MIN. CLEAR
18 / A8.10
[T] (303) 722-5000
22 / A8.10
FLOOR DRAIN RE: PLUMBING
3'-0" 5'-0"
MIN. CLEAR
17 / A8.10
2'-6"
19 / A8.10
MEN C111
421 BROADWAY DENVER, CO 80203
M14
24 / A8.10
3'-1"
EQ 2'-6"
M58 5 A7.76
2'-0"
M14 M68
20 / A8.10
FENTRESS ARCHITECTS
1'-4"
8"
M68
2'-2 5/8"
M58
3'-1"
2'-8"
M14
2'-11 5/8"
2'-4"
1'-11 5/8"
M58
M14
2'-0"
2'-4"
M58
8"
1'-4"
6'-0"
C118
M14
2'-6"
13'-8 3/8"
BC-10.2 M58
JAN
5'-1"
6'-0"
M58
M89
wh
M58
2'-8"
M68
1'-7"
C118
1'-8"
1'-4 3/4"
7'-4 3/8"
3'-7"
M68
E-M193
BIM 360://GA-WCC/GWCC-A_R18.rvt 12/10/2018 10:18:05 AM
DESIGN ARCHITECT
C131
21 / A8.10
5'-4 3/8"
WATER HEATER ON CURB RE: PLUMBING
FILE NAME: DATE STAMP:
7'-11 5/8" M68
FLOOR DRAIN RE: PLUMBING
18
MIN
26 / A8.10
8"
[T] 404 602 3800 [F] 404 602 3810 www.pgal.com
M89
4'-11 3/8"
C113
M14
1425 ELLSWORTH INDUSTRIAL BLVD. SUITE 15 ATLANTA, GA 30318
SHEET TITLE
M89
ENLARGED TOILET ROOM PLANS
2'-0"
SHEET NUMBER
ENLARGED TOILET ROOM - SECTOR F
1/4" = 1'-0"
3
ENLARGED TOILET ROOM - SECTOR C
1/4" = 1'-0"
1
NORTH
A4.00
EQ
MATERIALS & FINISHES
EQ
CWT-1 CWT-1
FIRE ALARM DEVICE
E-1
CWT-1
H-1
G-1
D-3
D-1
CWT-1
1 A8.60
C-1
D-2
G-1
SIM
2'-10"
B-1
LEVEL 1 - BLDG C 980'-1"
CWB-1
C113 FAMIY ELEVATION 4
1/4" = 1'-0"
1 A8.60
LEVEL 1 - BLDG C 980'-1"
CWB-1
C113 FAMILY ELEVATION 3
28
LEVEL 1 - BLDG C 980'-1"
CWB-1
1/4" = 1'-0"
SS1
C113 FAMILY ELEVATION 2
27
STAINLESS STEEL END CAP RE: DETAILS A8.50 AND A8.60
5 A8.60
SIM
9 A8.60
1/4" = 1'-0"
C113 FAMILY ELEVATION 1
26
SS END CAP RE: DETAILS A8.50 AND A8.60
FIRE ALARM DEVICE
FIRE ALARM DEVICE CWT-1 H-1
D-1
CWT-1
EQ 1 A8.60
C112 WOMENS ELEVATION 4
CWT-1
CWT-2
CWT-1
1 A8.60
CWT-1 CWB-1
24
LEVEL 1 - BLDG C 980'-1"
CWB-1
C112 WOMENS ELEVATION 3
1/4" = 1'-0"
SIM
EQ
TYP
CWT-1
C112 WOMENS ELEVATION 2
23
1/4" = 1'-0"
CWT-1
TYP
B-1
TYP
E-1
CWT-1
EXHIBIT HALL WALLS (SEE ELEV) CEILINGS
P2
LT GREY
INTERIOR PARTITIONS UON (BOH SPACES)
P3
DK GREY
CRASHRAILS, EXTERIOR RAILINGS, EXTERIOR EXPOSED STEEL UON
P5
GREY
DOORS FRAMES AND STEEL SUPPORTS TO MATCH EXISTING HALL C
P6
GREY
EXHIBIT HALL WALLS (SEE ELEV)
TO MATCH EXISTING HALL C
P7
BLACK
GYPBOARD PARTITION ABOVE B.O. TRUSS' PLENUM ELEMENTS AND UNDERSIDE OF ROOF
TO MATCH EXISTING HALL C
BEIGE
PREFINISHED ALUMINUM COPING
SAFETY YELLOW
BOLLARDS, TEMP SAFETY RAILING
EIFS1 BEIGE
TO MATCH EXISTING C HALL EIFS
MP1
TO MATCH EIFS1
BEIGE
MARAZZI MODERN FORMATION UNPOLISHED 12X24 COLOR: SMOKY RIDGE
CWT1 GREY
MARAZZI MATERIKA GLAZED CERAMIC WALL TILE FLAT 16X48 COLOR: GRIGIO
CWT2 DK GREY
MARAZZI MATERIKA GLAZED CERAMIC WALL TILE LINEAR 16X48 COLOR: FANGO
CWB1 GREY
MARAZZI MODERN FORMATION 6X12 TO MATCH FLOOR TILE
QA1
WHITE
QUARTZ AGGLOMERATE COUNTERTOP CORIAN COARSE CARRARA
TP1
SILVER
STAINLESS STEEL EMBOSSED TOILET PARTITIONS
SC1
21
1/4" = 1'-0"
SEALED CONCRETE. SEE SPECIFICATION
RB1
BLACK
CWT-1
GEORGIA WORLD CONGRESS CENTER 285 ANDREW YOUNG INT'L BLVD. ATLANTA, GA 30313 [T](404) 223-8828 ARCHITECT OF RECORD
CFT1 GREY
X-1
SS END CAP RE: DETAILS A8.50 AND A8.60
CWT-1
CWT-2
LEVEL 1 - BLDG C 980'-1"
CWB-1
SS-1
C112 WOMENS ELEVATION 1
CWT-1
CWT-2
C-1
REMOVABLE SHROUD PANEL
1 A8.60
CWB-1
22
SS END CAP RE: DETAILS A8.50 AND A8.60
FIRE ALARM DEVICE
9 A8.60
CWB-1
9 A8.60
CWT-1
CWT-1
E-1
TYP
EQ
LEVEL 1 - BLDG C 980'-1"
CWB-1
SIM
5 A8.60
CWT-1
1/4" = 1'-0"
CWT-2
A-2
WHITE
P8
25
1/4" = 1'-0"
TOILET PARTITION
EQ
SIM
LEVEL 1 - BLDG C 980'-1"
CWB-1
CWT-1
CWT-2
TYP
LEVEL 1 - BLDG C 980'-1"
CWB-1
CLIENT
TO MATCH EXISTING HALL C
P1
PGAL 1425 ELLSWORTH INDUSTRIAL BLVD. SUITE 15 ATLANTA, GA 30318 [T] 404 602 3800 [F] 404 602 3810 www.pgal.com
4" HIGH RUBBER BASE (BOH SPACES)
TOILET ACCESSORY, SEE A8.13
DESIGN ARCHITECT
FIRE ALARM DEVICE
TYP
CWT-2
CWT-1
1 A8.60
H-1
SIM
EQ
TYP
EQ
1 A8.60
SIM
TYP
C-1
TYP
B-1
A-2
TYP
EQ
EQ
CWT-1 CWB-1
LEVEL 1 - BLDG C 980'-1"
CWB-1
C111 MENS ELEVATION 4 5 A8.60
D-1
TYP
5 A8.60
CWB-1
C111 MENS ELEVATION 3
20
5 A8.60
FIRE ALARM DEVICE
CWT-2
EQ
1/4" = 1'-0"
SIM
F-8
LEVEL 1 - BLDG C 980'-1"
SIM
1/4" = 1'-0"
CWB-1
C111 MENS ELEVATION 2
19
SS END CAP CWT-1
SIM
CWT-1 CWT-1
EQ
1 A8.60
C-1
C-1
TYP
E-1
TYP
A-2
CWT-1
D-3
LEVEL 1 - BLDG C 980'-1"
1/4" = 1'-0"
CWB-1
REMOVABLE SHROUD PANEL
1 A8.60
C111 MENS ELEVATION 1
18
LEVEL 1 - BLDG C 980'-1"
CWB-1
FENTRESS ARCHITECTS
3
421 BROADWAY DENVER, CO 80203
17
1/4" = 1'-0"
[T] (303) 722-5000 FIRE ALARM DEVICE
TYP TYP H-1
SIM
D-2
9 A8.60
D-1
D-3
TYP
D-2
TYP
TYP
PROJECT NAME
GEORGIA WORLD CONGRESS CENTER
CWT-2
CWT-1 TYP H-1
EQ
B-1
LEVEL 1 - BLDG B 982'-3"
CWB-1
BC112 - WOMENS ELEVATION 4
1/4" = 1'-0"
F-8
REMOVABLE SHROUD PANEL
BC112 - WOMENS ELEVATION 3
16
TYP
LEVEL 1 - BLDG B 982'-3"
B-1
CWB-1
1/4" = 1'-0"
15
LEVEL 1 - BLDG B 982'-3"
TYP
1 A8.60
BC112 - WOMENS ELEVATION 2
CWB-1
LEVEL 1 - BLDG B 982'-3"
CWB-1
9 A8.60
1/4" = 1'-0"
BC112 - WOMENS ELEVATION 1
14
1/4" = 1'-0"
13
PROJECT LOCATION
285 ANDREW YOUNG INT'L BLVD ATLANTA, GA 30313 DRAWING HISTORY №.
CWT-1
CWT-1
FIRE ALARM DEVICE
CWT-1
CWT-1 CWT-2
E-1
SS END CAP RE: DETAILS A8.50 AND A8.60
CWT-1
CWT-2
CWT-2
CWT-1
D-3 D-2
CWT-1
H-1
CWT-2
EQ
1 A8.60
SIM
C-1
EQ
B-1
1/4" = 1'-0"
CWB-1
CWB-1
SS END CAP RE: A8.60 AND A8.50
FIRE ALARM DEVICE
5 A8.60
CWT-1
EQ
EQ
5 A8.60
SIM
CWT-1
SIM
CWT-2
1 A8.60
D-2
LEVEL 1 - BLDG B 982'-3"
CWB-1
SS END CAP RE: A8.50 AND A8.60 FOR DETAILS
EQ
CWB-1
EQ
CWT-1
CWT-2
FILE NAME: DATE STAMP:
1/4" = 1'-0"
SIM
B114 WOMENS ELEVATION 3
8
SIM
1/4" = 1'-0"
EQ
CWT-1 1 A8.60
G-1
D-2
E-1
CWT-1
TYP
CWT-1
9
A-2
TYP
CWT-1
CWT-1
CWT-2
G-1
D-3
REGISTRATION
D-1
TYP
Copyright © 2017
D-2
LEVEL 1 - BLDG B 982'-3"
CWB-1
TYP
CWB-1
LEVEL 1 - BLDG B 982'-3"
CWB-1
REMOVABLE SHROUD PANEL
TYP
1/4" = 1'-0"
B114 WOMENS ELEVATION 1
6
SS END CAPS RE: A8.50 AND A8.60 FOR DETAILS
CWT-1 CWT-1
CWT-1
CWT-1
D-3
TYP
SIM
H-1
TYP
D-1
TYP
CWT-1
TYP TYP
E-2 A-2
1/4" = 1'-0"
5 EQ
CWT-1
CWB-1
CWB-1
B113 MENS ELEVATION 4
1/4" = 1'-0"
4
CWB-1
LEVEL 1 - BLDG B 982'-3" OPEN TO VESTIBULE BEYOND
B113 MENS ELEVATION 3
TYP TYP
1/4" = 1'-0"
3
B113 MENS ELEVATION 2
LEVEL 1 - BLDG B 982'-3"
D-2 F-8
1/4" = 1'-0"
2
EQ
CWT-1
FIRE ALARM DEVICE
CWT-2 C-1 B-1
LEVEL 1 - BLDG B 982'-3"
KEY PLAN
H-1
TYP
SS END CAP RE: A8.50 AND A8.60 FOR DETAIL
CWT-2
EQ
A-2
1 A8.60 TYP
B114 WOMENS ELEVATION 2
7
1/4" = 1'-0"
CWT-1 CWT-1
TYP
B-1
SS END CAP RE: A8.50 AND A8.60 FOR DETAILS
CWT-1
D-3
E-1
FIRE ALARM DEVICE
FIRE ALARM DEVICE CWT-2
TYP
LEVEL 1 - BLDG B 982'-3" TYP
TYP TYP
CWB-1 9 A8.60
TYP
CWB-1 1 A8.60
TYP
REMOVABLE SHROUD PANEL
B113 MENS ELEVATION 1
1/4" = 1'-0"
1
PROJECT NUMBER
1003026 GWCC-043 SHEET TITLE
TYP
BIM 360://GA-WCC/GWCC-A_R18.rvt 12/10/2018 10:25:58 AM
B114 WOMENS ELEVATION 4
CWT-2
BC111 - MENS ELEVATION 1
10
CWT-1 CWT-1
LEVEL 1 - BLDG B 982'-3"
CWB-1
1 A8.60
SS END CAP RE: DETAILS A8.50 AND A8.60
9 A8.60
5 A8.60
1/4" = 1'-0"
C-1
D-3
CWT-2
CWB-1
BC111 - MENS ELEVATION 2
11
CWT-1
CWT-1
CWB-1
2018-1128
TYP
1/4" = 1'-0"
1'-0"
1 A8.60
SIM
CWB-1
BC111 - MENS ELEVATION 3
12
CWB-1
9 A8.60
TYP
CWB-1
BC111 - MENS ELEVATION 4
F-8
CWB-1
LEVEL 1 - BLDG B 982'-3"
5 @ 16" EA
CWB-1
LEVEL 1 - BLDG B 982'-3"
2018-0413
REMOVABLE SHROUD PANEL
EQ
B-1
LEVEL 1 - BLDG B 982'-3"
DATE
2018-0302
TYP
C-1
D-1
EQ
TYP
A-2
DESCRIPTION
100% CONSTRUCTION DOCUMENTS 1 CONSTRUCTION PERMIT SET 3 IR-22 FINISH FLOOR ELEVATIONS
TYP
CWB-1
TYP
FIRE ALARM DEVICE
SIM
4'-0"
5 A8.60
LEVEL 1 - BLDG B 982'-3" 3
INTERIOR ELEVATIONS TOILET ROOMS
SHEET NUMBER
A8.10
19
CLIENT
BC-K BC-J
MATERIALS & FINISHES EXHIBIT HALL WALLS (SEE ELEV) CEILINGS
P2
LT GREY
INTERIOR PARTITIONS UON (BOH SPACES)
P3
DK GREY
CRASHRAILS, EXTERIOR RAILINGS, EXTERIOR EXPOSED STEEL UON
P5
GREY
DOORS FRAMES AND STEEL SUPPORTS TO MATCH EXISTING HALL C
P6
GREY
EXHIBIT HALL WALLS (SEE ELEV)
TO MATCH EXISTING HALL C
P7
BLACK
GYPBOARD PARTITION ABOVE B.O. TRUSS' PLENUM ELEMENTS AND UNDERSIDE OF ROOF
TO MATCH EXISTING HALL C
BEIGE
PREFINISHED ALUMINUM COPING BOLLARDS, TEMP SAFETY RAILING
EIFS1 BEIGE
TO MATCH EXISTING C HALL EIFS
MP1
TO MATCH EIFS1
BC-C4 BC-C3 BC-C2C-17Y BC-C1 BC-C BC-B BC-A9 EXISTING ROOF ROOF BEYOND
1
PREFINISHED ALUMINUM COPING ROOF ACCESS LADDER
2
ELECTRICAL PENTHOUSE BEYOND, METAL PANEL WITH PREFINISHED ALUMINUM COPING, TYP
A7.51
4 A7.52
MP1
1,032'-5"
GEORGIA WORLD CONGRESS CENTER 285 ANDREW YOUNG INT'L BLVD. ATLANTA, GA 30313 [T](404) 223-8828
T.O.P. L-01
L-01
MEMBRANE FLASHING
ARCHITECT OF RECORD
ROOF PARAPET WEST ELEVATION
BC-A9 BC-B BC-C BC-C1 C-17Y BC-C2 BC-C3 BC-C4
MARAZZI MODERN FORMATION UNPOLISHED 12X24 COLOR: SMOKY RIDGE
CWT1 GREY
MARAZZI MATERIKA GLAZED CERAMIC WALL TILE FLAT 16X48 COLOR: GRIGIO
CWT2 DK GREY
MARAZZI MATERIKA GLAZED CERAMIC WALL TILE LINEAR 16X48 COLOR: FANGO
CWB1 GREY
MARAZZI MODERN FORMATION 6X12 TO MATCH FLOOR TILE
QA1
WHITE
QUARTZ AGGLOMERATE COUNTERTOP CORIAN COARSE CARRARA
TP1
SILVER
STAINLESS STEEL EMBOSSED TOILET PARTITIONS
RB1
C-18Y
MP1
CFT1 GREY
SC1
C-19-1 C-19Y
A7.51
SAFETY YELLOW
BEIGE
C-21Y B-20Y
MECHANICAL UNIT BEYOND, TYP
WHITE
P8
C-22Y
TO MATCH EXISTING HALL C
P1
C-18Y
C-19Y C-19-1
B-20Y C-21Y
4
3
A7.52
A7.51
C-22Y
MECHANICAL UNIT BEYOND, TYP
ELECTRICAL PENTHOUSE BEYOND, TYP
1/16" = 1'-0"
5
EXISTING ROOF ROOF BEYOND
4 A7.51
PREFINISHED ALUMINUM COPING
1,032'-5" T.O.P.
MEMBRANE FLASHING
4" HIGH RUBBER BASE (BOH SPACES)
ROOF PARAPET EAST ELEVATION
C-M BC-12 BC-11 BC-10 C-H BC-9 BC-8
BC-7
BC-6
5
3
3
2
A7.52
A7.00
A7.52
A7.00
BC-4
BC-3 BAA
BC-2 BC-1 BBB BC-09
1
1
A7.00
A7.52
BCC
C-M BC-12 BC-11 BC-10 C-H BC-9 BC-8 5
MECHANICAL UNIT
A7.52
ELECTRICAL PENTHOUSE, METAL PANEL WITH PREFINISHED ALUMINUM COPING
2 A7.52 MP1
3 P8 PREFINISHED ALUMINUM COPING GAS PIPING A7.50UP AND OVER BUILDING
1
L-01
A7.50
BC-7
BC-6
3
3
2
A7.00
A7.52
A7.00
BC-4
BC-3 BAA
MP1
10'-0"
GAS PIPING UP AND OVER BUILDING
10'-0"
10'-0"
10'-0"
1
1
A7.00
A7.52
2
10'-0"
ROOF BEYOND
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
REVEAL EIFS1
24'-3"
EXISTING BRIDGE
421 BROADWAY DENVER, CO 80203 [T] (303) 722-5000
TYP 1 REVEAL A7.75
LIGHT FIXT RE: ELEC
PROJECT NAME
WATER FLOW ALARM RE: FA DRAWINGS
8'-0"
8'-0"
NOTE: SEE 3 / A6.02
BOLLARDS NEW DOOR IN EXISTING STAIR
BC
3
OPEN TO DOORS BEYOND
.
P5
NEW HM DOORS & FRAMES, TYP
EXPANSION JOINT, TYP 3
LEVEL 1 - BLDG B 982'-3" LEVEL 1 - BLDG C 980'-1"
EXISTING EGRESS STAIR CASE OUTLINE 8" CONCRETE FILLED STEEL PIPE BOLLARD, TYP (PTD SAFETY YELLOW)
CONCRETE RAMP
WATER FLOW ALARM RE: FA DRAWINGS
8
1/16" = 1'-0"
NEW EIFS
50'W X 16'H TRACKING HANGER DOOR MP1 . . .
GEORGIA WORLD CONGRESS CENTER
WATER FLOW ALARM RE: FA DRAWINGS
EIFS1
EXISTING EGRESS STAIR CASE OUTLINE
FULLY GROUTED CMU GAS PIPING ENCLOSURE PROVIDE ACCESS PANEL RE: MECH
FOR DETAIL
SOUTH ELEVATION OVERALL
BB
NEW EIFS EIFS1
LEVEL 1 - BLDG B 982'-3" LEVEL 1 - BLDG C 980'-1"
5'-9"
16'-0"
6'-3"
BOLLARDS
FULLY GROUTED CMU GAS PIPING ENCLOSURE PROVIDE ACCESS PANEL. RE: MECH
FENTRESS ARCHITECTS
10'-0"
NEW EIFS
2
DESIGN ARCHITECT
P8
ROOF ACCESS LADDER, TYP
A7.50
EIFS1
4
P8
PREFINISHED ALUMINUM COPING
A7.52
L-01
10'-0"
1/16" = 1'-0"
BC-2 BC-1 BBB BC-09
4 A7.50
EIFS1
EIFS1
1425 ELLSWORTH INDUSTRIAL BLVD. SUITE 15 ATLANTA, GA 30318 [T] 404 602 3800 [F] 404 602 3810 www.pgal.com
ROOF ACCESS LADDER
SEALED CONCRETE. SEE SPECIFICATION BLACK
PGAL
BC-J BC-K
SOUTH ELEVATION
1/16" = 1'-0"
3
PROJECT LOCATION
285 ANDREW YOUNG INT'L BLVD ATLANTA, GA 30313 DRAWING HISTORY
BCC
№.
BC-C21
OVERFLOW DRAIN OUTLET RE: MECHANICAL
GAS PIPING UP AND OVER BUILDING RE: MECHANICAL P8 PREFINISHED ALUMINUM COPING
P8
EXISTING B HALL COLUMNS
10'-0"
EXISTING FASCIA
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
2
2
A7.54
A7.53
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
DESCRIPTION
100% CONSTRUCTION DOCUMENTS 1 CONSTRUCTION PERMIT SET 3 IR-22 FINISH FLOOR ELEVATIONS 5 Revision 9
5'-1 3/4"
DATE
2018-0302 2018-0413 2018-1128 xxxx-xxxx
V.I.F. VERTICAL REVEALS EXISTING BUILDING BEYOND
OVERFLOW DRAIN SYSTEM RE: PLUMBING
EIFS1
22'-6"
GALVANIZED PROTECTION RAIL
BC-09
BAA BC-3
P5
BC-4
BC-6
BC-7
BC-8 BC-9
3
LD1.B5-9
EXISTING COLUMN, TYP
LD1.B5-8
LD1.B5-7
LD1.B5-6
LD1.B5-5
LD1.B5-4
LD1.B5-3
LD1.B5-2
RELOCATED TRASH COMPACTOR
BC-10 BC-11
BC-13 C-N C-N4
C-Q
C-R4
C-T
GALV STEEL PLATE COLUMN PROTECTION, TYP TYP ALL COLUMNS TO REMAIN AT B DOCK
DOCK BUMPERS
B HALL WEST ELEVATION - NORTH
C-U4
C-W
3 A7.50
A7.00
4
WATER FLOW ALARM RE: FA DRAWINGS
2
2
1
3
A7.00
A7.50
A7.00
10'-0"
A7.52
PREFINISHED ALUMINUM COPING
P8
4
5
A7.54
A7.53
2 REGISTRATION
Copyright © 2017 SEE AG SERIES FOR SIGNAGE
ROOF BEYOND
A7.50
ROOF ACCESS LADDER L-01
A7.50
10'-0"
MECHANICAL UNIT BEYOND
5
1/16" = 1'-0"
C-X6
ELECTRICAL PENTHOUSE BEYOND 1
KEY PLAN
LD1.B5-1 TEMPORARY SAFETY RAILING SEE A1.10 (PTD SAFETY YELLOW)
GALVANIZED STEEL CRASHBAR 8" FULLY GROUTED CMU X8' TALL GAS PIPING ENCLOSURE. PROVIDE ACCESS PANEL. RE: MECH BOLLARDS
6
1/16" = 1'-0"
2'-0" V.I.F.
LEVEL 1 - BLDG B 982'-3"
NEW HM DOORS & FRAMES, TYP
GALVANIZED PROTECTION RAIL EXISTING EXIT DOORS EXISTING B HALL EXTERIOR WALL
B HALL NORTH EXTERIOR ELEVATION
LIGHT FIXTURE RE: ELEC SEE RCP 22'-6" 22'-6"
22'-6"
3
P5
NEW EXIT DOORS
OPEN TO BEYOND
8'-3"
LEVEL 1 - BLDG B 982'-3"
TYP 1 REVEAL A7.75
NEW EIFS
EXISTING BUILDING
OVERFLOW DRAIN SYSTEM RE: PLUMBING
GAS PIPING UP AND OVER THE BUILDING, BEYOND RE: MECHANICAL
MP1
10'-0"
WATER FLOW ALARM BELL RE: FA DRAWINGS
NEW EIFS
EQ
EQ
TYP
TYP
EIFS1
FILE NAME: DATE STAMP:
20
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
B4 DOCK
MP1
ROOF DRAIN OVERFLOW, TYP RE: STRUC FOR PIPE SUPPORT
P8
EXISTING EXTERIOR EIFS WALL
8'-4" 1'-8"
60'W .X 25'H TRACKING . HANGER DOOR .
.
CONCRETE RAMP
GALVANIZED STEEL CRASH RAILING SYSTEM
B HALL DOCK
10'-0"
NEW BC HALL
10'-0"
10'-0"
10'-0"
10'-0"
9'-3"
NEW EIFS WALL BEYOND EIFS1
LIGHT FIXTURE RE: ELECTRICAL
GALV CRASHRAIL BEYOND
PROJECT NUMBER
NEW EIFS TO MATCH EXISTING MATCH EXISTING REVEALS
FCD
ROOF DRAIN P8 OVERFLOW OUTLET RE: STRUC FOR SUPP 8" CONCRETE FILLED STEEL PIPE BOLLARD, TYP (PTD SAFETY YELLOW)
EIFS1 NEW OPENING IN EXISTING EXTERIOR WALL, TYP
1 A7.75 TYP REVEAL
1003026 GWCC-043
12'-0"
10'-0"
SHEET TITLE 16'-0"
10'-0"
2'-1"
10'-0"
16'-5"
10'-0"
16'-0" TYP
10'-0"
2'-0"
BIM 360://GA-WCC/GWCC-A_R18.rvt 12/10/2018 10:23:59 AM
LIGHT FIXTURE RE: ELECTRICAL
3
LEVEL 1 - BLDG B 982'-3" NEW HM DOORS & FRAME, P5 TYP
EXPANSION JOINT, TYP
LD1.C4-10
LD1.C4-9
EXISTING CONCRETE COLUMN, TYP
LD1.C4.8 LD1.C4-7 LD1.C4-6 BOLLARDS, (PTD SAFETY YELLOW) TYP NEW C.I.P. STAIR, TYP
8" FULLY GROUTED CMU X8' TALL NEW GALVANIZED STEEL GUARDRAIL, TYP GAS PIPING ENCLOSURE . PROVIDE ACCESS PANEL RE: MECH
BOLLARDS
LD1-C4-5
C HALL DOCKS
LD1.C4-4
16' OVERHEAD DOOR BEYOND, TYP CONCRETE KNEE WALL
LD1.C4-3
LD1.C4-2
LD1.C4-1
DOCK BUMPERS, TYP OVERFLOW ROOF DRAIN OUTLET RE: PLUMBING
P8
P5 NEW EXIT DOORS NEW 24'x30' OVERHEAD DOOR
OVERALL ELEVATIONS
LEVEL 1 - BLDG C 980'-1" P5
BC HALL - C HALL NORTH ELEVATION
SHEET NUMBER
1/16" = 1'-0"
1
A6.02
CLIENT
MATERIALS & FINISHES WHITE
EXHIBIT HALL WALLS (SEE ELEV) CEILINGS
P2
LT GREY
INTERIOR PARTITIONS UON (BOH SPACES)
P3
DK GREY
CRASHRAILS, EXTERIOR RAILINGS, EXTERIOR EXPOSED STEEL UON
P5
GREY
DOORS FRAMES AND STEEL SUPPORTS TO MATCH EXISTING HALL C
P6
GREY
EXHIBIT HALL WALLS (SEE ELEV)
TO MATCH EXISTING HALL C
P7
BLACK
GYPBOARD PARTITION ABOVE B.O. TRUSS' PLENUM ELEMENTS AND UNDERSIDE OF ROOF
TO MATCH EXISTING HALL C
BEIGE
PREFINISHED ALUMINUM COPING
P8
SAFETY YELLOW
BOLLARDS, TEMP SAFETY RAILING
EIFS1 BEIGE
TO MATCH EXISTING C HALL EIFS
MP1
TO MATCH EIFS1
BEIGE
MARAZZI MODERN FORMATION UNPOLISHED 12X24 COLOR: SMOKY RIDGE
CWT1 GREY
MARAZZI MATERIKA GLAZED CERAMIC WALL TILE FLAT 16X48 COLOR: GRIGIO
CWT2 DK GREY
MARAZZI MATERIKA GLAZED CERAMIC WALL TILE LINEAR 16X48 COLOR: FANGO
CWB1 GREY
MARAZZI MODERN FORMATION 6X12 TO MATCH FLOOR TILE
QA1
WHITE
QUARTZ AGGLOMERATE COUNTERTOP CORIAN COARSE CARRARA
TP1
SILVER
STAINLESS STEEL EMBOSSED TOILET PARTITIONS
RB1
BC-09
BC-1 BC-2
OPERABLE PARTITION STORAGE DOOR, TYP GIRDER TRUSS
PGAL 1425 ELLSWORTH INDUSTRIAL BLVD. SUITE 15 ATLANTA, GA 30318 [T] 404 602 3800 [F] 404 602 3810 www.pgal.com
SEALED CONCRETE. SEE SPECIFICATION BLACK
4" HIGH RUBBER BASE (BOH SPACES)
NOTE: SEE AG SERIES FOR SIGNAGE SCHEDULE AND GRAPHICS
1
BC-3
A7.00 1
BC-4
3
A7.52
BC-6
A7.54
EXPANSION JOINT
2
2
A7.52
A7.00
BC-7
BC-8
3
3
A7.52
A7.00
BC-9 C-H
LIGHT FIXTURE RE ELECTRICAL
OPERABLE PARTITION TRACK OPERABLE PARTITION
REVEAL/CONTROL JOINTS, TYP
EXPOSED STEEL PAINT TO MATCH ADJACENT WALL TYP
PROVIDE BLOCKING COORDINATE WITH OWNER'S SIGNAGE REQUIREMENTS PROVIDE BLOCKING
GIRDER TRUSS
NEW MEMBRANE ROOF
STRUCTURAL TRUSSES BEYOND
EXPANSION JOINT
ROOF 1,026'-0"
SANDWICH TRUSS
P7
DESIGN ARCHITECT
BC-12 BC-12.2 BC-12.3 BC-12.4 BC-13
5 A7.52
STRUCTURAL TRUSSES
SANDWICH TRUSS
BC-10
P7
FENTRESS ARCHITECTS
OPERABLE PARTITION TRACK
P7
P7
P1
.
.
E1.BC1
DRINKING FOUNTAIN
3
3
NEW COLUMN ENCASED IN CONCRETE TO BOTTOM OF STRUCTURE
EXISTING B HALL
SIM TYP
ELECTRICAL PANEL OPEN TO TOILETS BEYOND
OPEN TO TOILETS BEYOND
R1.BC118
A1.C105 RAMP
980'-3"
R1.C114
CMU CONTROL JOINT, TYP
UTILITY RECESS RE: ELECTRICAL
BC-12.4 C-M BC-12 BC-11
BC-10
C-H BC-9
BC-8
BC-7
BC-6
3
1
2
A7.00
A7.50
A7.00
BC-4
BC-3 BAA
3
1 A7.00
1/8" = 1'-0"
KEY PLAN
EXPANSION JOINT OPERABLE PARTITION TRACK
ROOF 1,026'-0" REGISTRATION
P1
P1
P1
ALIGN REVEALS TO EXISTING EXHIBIT B HALL REVEALS
FILE NAME: DATE STAMP:
3'-0"
P7
TYP 4 A8.60
REVEAL/CONTROL JOINTS, TYP
1,012'-0" P1 P1
P1
NEW COLUMN ENCASED IN CONCRETE TO BOTTOM OF STRUCTURE
60'W 4 PANEL HORIZONTAL SLIDING HANGER DOOR BEYOND
.
.
.
EQ
OPEN TO VESTIBULE BEYOND
28'-0"
SIM 3 A8.60
EQ
R2.BC126A
OPEN TO TOILETS BEYOND
R2.BC126B
OPEN TO TOILETS BEYOND
R1.BC128 R2.BC130 OPEN TO TOILETS BEYOND
FE-1
R1.BC129
R1.B120
16'-0"
OPEN TO EXHIBIT HALL ENTRY BEYOND .
EQ EQ
TOP OF CURB NEW COLUMN ENCASED IN CONCRETE TO BOTTOM OF STRUCTURE
EXISTING C HALL
FLOOR MOUNTED HAND RAIL
1'-2"
10"
6"TYP AED
LIGHTING CONTROLS BEHIND ACCESS PANEL RE: ELEC
PILASTER
NEW BC HALL
STAINLESS STEEL CORNER GUARD, OUTSIDE CORNERS, TYP
DRINKING FOUNTAIN
PROJECT NUMBER
1003026 GWCC-043
982'-3"
SHEET TITLE
LEVEL 1 - BLDG B 982'-3" LEVEL 1 - EXIST B
980'-3" 3
TRANSITION ZONE BETWEEN NEW FFE 982'-3" AND EXISTING SLAB FFE
TOP OF CURB
4'-0"
EQ 16'-0"
5'-0"
4'-0"
R1.C121
OPEN TO TOILETS BEYOND
P1
8'-0 3/8"
R2.BC123EQ FE-1
OPEN TO TOILETS BEYOND
25'-0"
R2.BC122
RAMP
4'-0"
CMU, TYP A1.C106
EXIT SIGN RE: ELEC
5'-0"TYP
P1 EXIT SIGN RE: ELEC
32'-0"
P1
COLUMN BEYOND TRANSITION ZONE BETWEEN NEW FFE 982'-3" AND EXISTING SLAB FFE
Copyright © 2017
BOTTOM OF TRUSS
P1
NEW GWB WALL WITH REVEALS, TYP
P1
18'-0"
BIM 360://GA-WCC/GWCC-A_R18.rvt 12/10/2018 10:25:12 AM
OPERABLE PARTITION DOOR BEYOND
OPERABLE PARTITION STORAGE DOOR, TYP
P7
NEW GWB BULKHEAD/SOFFIT OPERABLE PARTITION
2018-1128
COORDINATE WITH OWNER'S SIGNAGE REQUIREMENTS PROVIDE BLOCKING
P7 P7
2018-0413
2
OPERABLE PARTITION
P7
DATE
2018-0302
EXPOSED STEEL. PAINT TO MATCH ADJACENT WALL
LIGHT FIXTURE RE: ELECTRICAL
P7
DESCRIPTION
100% CONSTRUCTION DOCUMENTS 1 CONSTRUCTION PERMIT SET 3 IR-22 FINISH FLOOR ELEVATIONS
NEW MEMBRANE ROOF
4 A7.50
A7.50
OPERABLE PARTITION TRACK
№.
BC-2 BC-1BBB BC-09
A7.50
2
EXPANSION JOINT
285 ANDREW YOUNG INT'L BLVD ATLANTA, GA 30313
EXISTING C HALL BC EXHIBIT HALL SOUTH INTERIOR ELEVATION
BC-13
PROJECT LOCATION
DRAWING HISTORY
LEVEL 1 - BLDG B 982'-3" LEVEL 1 - EXIST B LEVEL 1 - BLDG C 980'-1" LEVEL 1 - EXIST C
FLOOR MOUNTED HAND RAIL
NEW STEEL COLUMN ENCASED IN CONCRETE TO 28'-0", TYP
NEW BC HALL
TRANSITION ZONE BETWEEN NEW FFE 982'-3" AND 3 EXISTING SLAB FFE
TOP OF CURB
STAINLESS STEEL CORNER GUARD, OUTSIDE CORNERS, TYP
NEW HM DOORS & FRAME, TYP
P1
LIGHTING CONTROLS BEHIND ACCESS PANEL RE: ELECTRICAL MECHANICAL SENSORS RE: MECHANICAL
CMU, TYP
4 5/8"TYP
SIGNAGE. SEE AG2.10 NEW COLUMN ENCASED IN CONCRETE TO 28'-0" @ C-17Y & BC2
AED
4 A8.60
1'-8 5/8" FE-1 2'-0" 1'-2 5/8" R2.BC112
R2.BC111
.
OPEN TO TOILETS BEYOND
TRANSITION ZONE BETWEEN NEW FFE 982'-3" AND EXISTING SLAB FFE
982'-3"
8 A8.60
E1.BC2
28'-0"
EXIT SIGN RE ELEC
GEORGIA WORLD CONGRESS CENTER
OPERABLE PARTITION
FIRE ALARM DEVICE RE: FA DRAWINGS
TYP
3'-0"
.
8'-0 3/8"
OPEN TO TOILETS BEYOND
P1
50'W 4 PANEL HORIZONTAL SLIDING HANGER DOOR BEYOND
SIM
3'-0"
EXIT SIGN RE: ELEC
P1
A1.BC116
16'-0"
R2.B114
5'-0"
R2.B113
3 A8.60
PROJECT NAME
ALIGN REVEALS TO EXISTING EXHIBIT B HALL REVEALS
CAMERA. RE: IT
3 A8.60
29'-9"
EXIT SIGN OVER DOORS BEYOND COLUMN
P1
P1
NEW GWB WALL WITH REVEALS, TYP
SIM TYP
18'-0"
TYP
P7 P1
R1.B109
7 A8.60
3'-9"
REVEAL/CONTROL JOINT TYP
5'-0"
P1
3'-9"
P1
3
421 BROADWAY DENVER, CO 80203 [T] (303) 722-5000
1,012'-0" BOTTOM OF BC TRUSS
TOP OF CURB
GEORGIA WORLD CONGRESS CENTER 285 ANDREW YOUNG INT'L BLVD. ATLANTA, GA 30313 [T](404) 223-8828 ARCHITECT OF RECORD
CFT1 GREY
SC1
BCC
TO MATCH EXISTING HALL C
P1
3'-4"
SIGNAGE SEE AG.2.01
NEW STEEL COLUMN ENCASED IN CONCRETE TO 28'-0", TYP
NEW HM DOORS & FRAME, TYP
EXISTING B HALL
3
INTERIOR ELEVATIONS EXHIBIT HALL
LEVEL 1 - BLDG C 980'-1" LEVEL 1 - EXIST C
BC EXHIBIT HALL NORTH INTERIOR ELEVATION
SHEET NUMBER
1/8" = 1'-0"
1
A8.00
21
DELRAY_THE ADAM HOTEL PFVS
22
LEVEL 1 FLOOR PLAN
FIRST FLOOR PLAN TYPICAL FLOOR PLAN
23
NORTH ELEVATION
EAST ELEVATION
24
SOUTH ELEVATION
WEST ELEVATION
25
1 A-202
1
1.2
2
2.8
3
4
5
6
7
8
9
1 / A-401
PFVS
1 / A-402
SPRINGHURST_HOTEL 10
11
12
12.4
13
15
15.4
16
19
18
A RCH I T E CT U RE
20.9 21
P L A N N I N G I N T E R I O R S 2 A-300
250' - 1 1/2" 15' - 3 1/2"
4' - 11"
10' - 4 1/2"
15' - 3 1/2"
7' - 2"
79' - 4 1/2" 1
OFFICE 106
ELEVATOR LOBBY 137
FITNESS 156
WORK 105
105A
104
156B
133A
6
SALES 104
ELEV. 2
CORRIDOR 133
2" RECESS 101B
VESTIBULE 101 2' - 5 1/2"
4
F 11' - 4"
3' - 6"
G
G
6
12' - 3 1/2"
F 5
2' - 6"
12' - 9 1/2"
6 2' - 6"
1
A-302
A-302
A.1 2' - 0"
12' - 0 1/2"
3
3
1A A-421
6
ACCESSIBLE FFIS - KING 142
1 A-817
1
A-301
A-306
A-303
TERRACE
A-306 2
FFIS - KING 'A' 139
A-300 10X10 WOOD POST
2' - 0"
H
PORTE COCHERE
2
12' - 3 1/2"
101A A.1 2
155A
FFIS QUEEN/QUEEN 'A' 140
133B
A-301
1
FFIS - KING 'A' 141
4 A-817
WOOD TRELLIS ABOVE SEE A-121 2" RECESS
EXTERIOR LOW WALL SEE SHEET A-100
1 A-424
CORRIDOR 155
FFIS - KING SUITE 146
1 A-201
6' - 6"
6' - 0" 3' - 7" 5' - 10"
FFIS - KING 'A' 143
FFIS - KING SUITE 144
FFIS - KING 'A' 145
2" RECESS
D.9 E
G
7' - 4 1/2"
1 / A-402
2
1 / A-401
CANOPY ABOVE SEE A-121
A-300
1 A-300
2 A-202
J
K
5' - 10"
LIGHT BOLLARDS (SEE ELECTRICAL)
B.9
L E
ELEV. 1
27' - 2"
2' - 4 1/2"
157
156A
6
E
TPS - DOUBLE QUEEN 'A' 110
1A A-414
138
2' - 0"
3
8"
3' - 6 5/8" M
3
BREAKFAST AREA 134
LOBBY 102
REG. 103
ELEC. 157
K
7' - 4 1/2"
7' - 8"
L
7' - 4 1/2"
5' - 10"
FFIS - KING 'A' 147
13' - 2 1/2"
ACCESSIBLE FFIS - KING SUITE 148
M
5' - 10"
13' - 2 1/2"
FFIS - KING 'B' 149
4
4
N
4
9' - 0 1/4"
155B
1
STAIR #2 1S2
6
P
3' - 10 7/8"
A-305
5' - 10"
3
13' - 5"
FFIS - KING 'B' 153
1 A-703
1S2
Q 9' - 6 7/8"
FFIS QUEEN/QUEEN 'A' 154
7' - 4 1/2"
FFIS - KING 'B' 151
40' - 1"
5' - 10"
A-300
FFIS QUEEN/QUEEN 'A' 152
13' - 2 1/2"
A-300
7' - 4 1/2"
FFIS QUEEN/QUEEN 'A' 150
3 A-425
AT
136
This Document is the property of PFVS Architects and is to be used only in connection with the project named herein. Reproduction, in whole or in part, shall be allowed only with the express written or verbal permission. Drawing scales as shown are valid on the original size document which is 30 by 42 inches. c 2017 PFVS, Inc.
CONSTRUCTION DOCUMENT Sheet Title:
A-306
GENERAL NOTES
LEGEND 101
1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.
A
2. ALL WINDOW TYPES ARE TYPE 'A' FOR TPS AND TYPE 'B' FOR FFIS U.N.O.
7/12/2017 8:56:45 AM
3. SEE ENLARGED PLAN PUBLIC SPACE - SHEETS A-401 AND A-402 TPS GUESTROOMS - SHEETS A-410 SERIES FFIS GUESTROOMS - SHEETS A-420 SERIES
26
4. SEE A-400 FOR INTERIOR PARTITION TYPES
WINDOW DESIGNATION - SEE SHEET A-602 1
STAMP CONCRETE WITH HERRINGBONE PATTERN
2
PRE MANUFACTURED OUTDOOR FIRE PIT
3
EYE WASH STATION
4
HOSE BIBB
1 HOUR RATED PARTITION
5
OUTDOOR GRILL
2 HOUR RATED PARTITION
6
KEY CARD ACCESS
HEARING IMPAIRED EXTERIOR CONVENIENCE OUTLET FD
24' - 6"
KEY NOTES
DOOR DESIGNATION - SEE SHEET A-601
FLOOR DRAIN NON-RATED PARTITION
2' - 2"
7' - 11 1/4"
25' - 11 1/2"
18' - 4 1/4"
5' - 2 1/2"
5' - 8"
23' - 1 1/2"
56' - 5 1/2"
14
17
14.1
18
Job Number
NORTH
1
A-101
FIRST LEVEL FLOOR PLAN SCALE: 1/8" = 1'-0"
REF: A-121
FIRST LEVEL FLOOR PLAN
20
6 A-300
SPRINGHURST, KENTUCKY
IT 107
CORRIDOR 138
6' - 0"
E
J 158B
6
FOR
135
Description:
DUAL BRAND HOTEL
1 A-303
GUEST LAUNDRYFD 136
Date:
01.31.2017 Permit Set 04.10.2017 CB-01_Construction Set 06.26.2017 CB-03_Marriott Comments
WHITE LODGING SERVICES
FOOD PREP 135
8' - 0"
1 A-819
2" RECESS
11' - 6 7/8"
7' - 2"
LOUNGE 131
FAMILY 159
ICE 136B
5' - 2"
2 A-303
SHOWER 159
DINNING 132
#
1 3
B.2
TOWNE PLACE SUITES/FAIRFIELD INN & SUITES
6' - 0" 3' - 0"
FD FD FD
FD
106
50' - 3 1/4"
INDOOR POOL 158
A
B
160' - 2 1/8"
TPS - STUDIO 'A' 112
E
QUICK PRINT
2" RECESS
3
3' - 10 5/8"
E
POOL EQUIP. 160
3
3
107
H 6' - 0"
6
6' - 0"
160
130B
127
9 A-501
3' - 8 5/8"
4
105B
TPS - STUDIO 'A' 114
POOL DEHUMIDIFIER 161 3
161
CORRIDOR 111
117B
115
MECH. 116
129
7' - 2"
E
6' - 0"
JAN 115
3
F.1
6' - 0"
I
158A
9' - 0"
F.1
2 A-305
7' - 2"
6
VESTIBULE 130
CORNER MARKET 128
124
6' - 4"
9' - 3"
8"
2A
6' - 11 5/8"
122
3
MARKET STORAGE 124
4' - 1"
5' - 10"
116B
ENG. 122
126
5' - 10"
7' - 4 3/4"
3
125B
6 A-300
8' - 3 1/2"
A-203
9' - 0"
E.1
5' - 10"
7' - 4 1/4"
1' - 3"
3' - 1 3/8"
23' - 0"
20' - 10"
123A
121
SERVICE CORRIDOR 117
E.5
F.8
LAUNDRY 121
120
117A
MEN 127
WOMEN 126
7' - 1 1/2"
9' - 7 1/2"
6"
1AS1
4"
1S1
LINEN 120
FD
3
116A
F.4
MECH. 125
BREAK ROOM 123
LUGGAGE 129
6' - 8"
5' - 10"
5' - 10"
123B
STAIR #1 1S1
6
FD
FD
7' - 9"
1 130A
8' - 1"
1 A-702
CART STORAGE 129A
E
118B
119
4
F
6' - 0" 125A
HK OFFICE 119
D.3
A-201
3
6' - 7"
A-300
D.1
2
5' - 10"
2' - 2 3/4"
5' - 2 7/8"
5' - 2 1/2"
62' - 6 1/2"
C D
118A
9' - 11"
DW
4' - 6"
B.9
3' - 6"
ELEC. 118
1
1' - 2"
20' - 8"
B.1
18' - 4 1/4"
B
1' - 2" 10' - 3 3/8"
A.2
13' - 11"
4"
A-305
A-300
LIGHT BOLLARDS (SEE ELECTRICAL) CANOPY ABOVE
6' - 5"
4" 3' - 2 7/8"
6' - 0"
12' - 0 1/2"
LIGHT BOLLARDS (SEE ELECTRICAL)
CONCRETE LANDING
REF.
1' - 2"
1' - 11"
2 A-304
26' - 7 1/2"
21' - 10"
49' - 9 1/2" 3
1 A-304
19' - 3"
6' - 0"
16' - 2 1/2"
15' - 3 1/2"
27' - 1"
45' - 9 1/2"
15' - 3 1/2"
24' - 0 3/4"
15' - 6 1/2"
11 1/4"
31' - 1"
15' - 3 1/2"
13' - 2 1/2"
15' - 3 1/2"
13' - 2 1/2"
28' - 10 7/8"
15' - 3 1/2"
13' - 2 1/2"
15' - 3 1/2"
65' - 6 1/2"
15' - 3 1/2"
13' - 2 1/2"
1' - 11"
26' - 8 1/2"
16009
Scale As indicated Drawn: JB Checked: KKL Date: 04/10/2017
A-101
ISSUE FOR CONSTRUCTION
TOWN PLACE SUITES 25 GUESTROOMS
1
FAIRFIELD INN & SUITES 21 GUESTROOMS
A-202
1
2
3
4
5
6
7
8
9
10
11
12
13
15
16
19
18
A RCH I T E CT U RE
21
P L A N N I N G I N T E R I O R S
3' - 1" 4' - 11 7/8"
5' - 10"
5' - 0"
5' - 5 7/8"
5' - 10"
8' - 5"
5' - 10"
A-702
4' - 2 1/2"
1B A-414
TPS - STUDIO 'A' 207
TPS - STUDIO 'A' 209
TPS - DOUBLE QUEEN 'A' 211
15' - 3 1/2"
5' - 6"
5' - 10"
13' - 2 1/2" 3' - 11 1/2"
5' - 10"
8' - 5"
5' - 10"
10' - 5 7/8"
5' - 10"
8' - 5"
5' - 10"
10' - 5 7/8"
OVERFLOW SCUPPER BELOW
5' - 10"
2A
26' - 4 1/2"
7' - 4"
5' - 10" 3' - 11 1/2"
5' - 10"
1A A-426
TPS - STUDIO 'A' 221
TPS - STUDIO 'A' 223
FFIS QUEEN/QUEEN 'C' 229
TPS - STUDIO 'A' 227
TPS - STUDIO 'A' 225
FFIS QUEEN/QUEEN 'C' 231
FFIS QUEEN/QUEEN 'A' 233
FFIS QUEEN/QUEEN 'A' 235
1 3
Date:
Description:
01.31.2017 Permit Set 02.22.2017 Permit Response 04.10.2017 CB-01_Construction Set 06.26.2017 CB-03_Marriott Comments
FFIS - KING 'A' 239
1 A-422
GUTTER
1 A-415
OVERFLOW SCUPPER BELOW
FFIS QUEEN/QUEEN 'A' 240
4' - 1 1/4" 3' - 6"
5' - 2 1/2" 27' - 0 3/4"
G
3 A-300
MTL COPING
GUTTER
ACCESSIBLE FFIS - KING 242
FFIS - KING 'A' 241
FFIS - KING SUITE 244
FFIS - KING 'A' 243
4' - 4"
FFIS - KING 'A' 245
65' - 6 1/2"
7' - 4"
7' - 8"
K 13' - 2 1/2"
A-201
J
7' - 4"
CORRIDOR 238
FFIS - KING SUITE 246
1
5' - 10"
7' - 4"
1 A-423
1 A-121
5' - 10"
2 A-300
13' - 2 1/2"
L
M
5' - 10"
FFIS - KING 'B' 249
4
4
N
7' - 4"
13' - 2 1/2"
FFIS - KING 'B' 251
40' - 1"
A-300
FFIS QUEEN/QUEEN 'B' 252
5' - 10"
A-300
7' - 4"
FFIS QUEEN/QUEEN 'B' 250
13' - 2 1/2"
4' - 0"
3"
5' - 10"
FFIS - KING 'A' 247
3' - 8 1/8"
ACCESSIBLE FFIS QUEEN/QUEEN SUITE 248
1 A-429
3' - 11"
5' - 10"
FFIS - KING 'B' 253
LEGEND 101 A
3. SEE ENLARGED PLAN PUBLIC SPACE - SHEETS A-401 AND A-402 TPS GUESTROOMS - SHEETS A-410 SERIES FFIS GUESTROOMS - SHEETS A-420 SERIES 4. SEE A-400 FOR INTERIOR PARTITION TYPES
WINDOW DESIGNATION - SEE SHEET A-602
EXTERIOR CONVENIENCE OUTLET FD
KEY NOTES
DOOR DESIGNATION - SEE SHEET A-601
HEARING IMPAIRED
FLOOR DRAIN
1
STAMP CONCRETE WITH HERRINGBONE PATTERN
2
PRE MANUFACTURED OUTDOOR FIRE PIT
3
EYE WASH STATION
4
HOSE BIBB
1 HOUR RATED PARTITION
5
OUTDOOR GRILL
2 HOUR RATED PARTITION
6
KEY CARD ACCESS
NON-RATED PARTITION
8' - 0"
GENERAL NOTES 2. ALL WINDOW TYPES ARE TYPE 'A' FOR TPS AND TYPE 'B' FOR FFIS U.N.O.
2S2
3 A-703
STAIR #2 2S2
C
28' - 1 1/2"
1' - 0" 5' - 2 1/2"
17
23' - 1 1/2"
18
Q
This Document is the property of PFVS Architects and is to be used only in connection with the project named herein. Reproduction, in whole or in part, shall be allowed only with the express written or verbal permission. Drawing scales as shown are valid on the original size document which is 30 by 42 inches. c 2017 PFVS, Inc.
CONSTRUCTION DOCUMENT Sheet Title:
7' - 11 1/4"
14
P
13' - 5"
FFIS QUEEN/QUEEN 'B' 254
1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.
F
20
SECOND LEVEL FLOOR PLAN Job Number
6 A-300
1
A-102
SECOND FLOOR PLAN SCALE: 1/8" = 1'-0"
NORTH
AT
1A A-411
E
SPRINGHURST, KENTUCKY
12' - 6"
OVERFLOW SCUPPER BELOW
1 A-300
7' - 4"
DOWN SPOUT
DOWN SPOUT
11' - 4 1/8"
3
9' - 10"
1 A-412
3 1' - 11"
5' - 10"
FFIS - KING 'C' 237
ELEV. 2
FOR
TPS - STUDIO 'C' 228
TPS - STUDIO 'A' 226
DUAL BRAND HOTEL
TPS - STUDIO 'A' 224
D.3
WHITE LODGING SERVICES
TPS - STUDIO 'A' 222
18' - 7 1/2"
TPS - STUDIO 'A' 220
D D.1
TOWNE PLACE SUITES/FAIRFIELD INN & SUITES
ACCESSIBLE TPS - DOUBLE QUEEN 218
3
5' - 10"
TPS - DOUBLE QUEEN 'A' 216
5' - 2"
8' - 5"
TPS - DOUBLE QUEEN 'A' 214
5' - 10" 7 1/2"
1' - 0" 5' - 10"
TPS - DOUBLE QUEEN 'A' 212
ELEC. 232
C
13' - 2 1/2"
TPS - STUDIO 'A' 210
ELEVATOR LOBBY 234
D
230
3' - 9 1/2"
ELEV. 1
IT 230
3"
TPS - STUDIO 'A' 208
LOUVERED DOOR
2 A-701
13' - 2 1/2"
CORRIDOR 203
28' - 2"
29' - 2 7/8" 24' - 5"
TPS - STUDIO 'B' 206
TPS - STUDIO 'B' 204
F
7/10/2017 1:34:24 PM
#
13' - 2 1/2"
6
5' - 10" 3' - 4 3/8"
3
5' - 10"
4' - 4"
202
D
5' - 5 1/2"
A
B
LINEN STORAGE 202
3
23' - 0"
MTL COPING
R.D.
23' - 0"
TPS - STUDIO 'A' 219
5' - 10" 3' - 11 1/2"
OVERFLOW SCUPPER BELOW
R.D.
GUTTER
TPS - DOUBLE QUEEN 'B' 217
7' - 4"
A-300
232
D.3 2
3' - 5"
6
OVERFLOW SCUPPER BELOW
A-300
13' - 5"
26' - 11"
3' - 11 1/2" 5' - 10"
3
MTL COPING
D.1
A-201
13' - 2 1/2"
3"
MTL COPING
3"
A-300
13' - 2 1/2"
A-203
TPS - DOUBLE QUEEN 'A' 215
TPS - DOUBLE QUEEN 'A' 213
15' - 3 1/2"
75' - 11 1/2" 4' - 5 1/2" 4' - 11 7/8"
2
3"
15' - 3 1/2"
CANOPY BELOW
5' - 2 1/2"
23' - 0"
18' - 4 1/4" 3/8"
STAIR #1 2S1 2S1
5' - 2 1/2"
15' - 3 1/2"
5' - 2" 2' - 0"
ACCESSIBLE TPS - ONE BEDROOM 205
ELEV. 3
3 A-702
5' - 10"
1A A-414
3"
5
15' - 3 1/2"
16' - 0 1/2" 10' - 5 7/8"
1 A-300
15' - 6 1/2"
45' - 10 1/2"
7' - 0 1/2"
2"
B.2
D
7' - 2 5/8"
15' - 3 1/2"
3"
11' - 3 3/8" 5' - 10" 4' - 0"
6' - 6"
B
C
15' - 3 1/2"
30' - 1" 5' - 10"
1 A-417
A
15' - 3 1/2"
3' - 0"
31' - 0 1/2"
15' - 3 1/2"
4' - 2" 2' - 4"
1' - 1"
15' - 3 1/2"
24' - 2 1/4"
15' - 3 1/2"
23' - 0"
15' - 6"
16009
Scale As indicated Drawn: JB Checked: KKL Date: 04/10/2017
A-102
REF: A-121
ISSUE FOR CONSTRUCTION
27
EXTERIOR FINISHES MATERIAL: MANUFACTURER: COLOR/FINISH:
EXTERIOR INSULATION FINISH BASF #37302/SAHARA FINISH
EF-2
MATERIAL: MANUFACTURER: COLOR/FINISH:
EXTERIOR INSULATION FINISH BASF #32134/SAHARA FINISH
EF-3
MATERIAL:
EXTERIOR INSULATION FINISH SYSTEM BASF SW6231ROCK CANDY/FINE FINISH
J
K
L
M
N
P
Q
3 A-305
2 A-203
ROOF ELEMENT
HIGH PARAPET 54' - 8"
EF-2
STOREFRONT OLDCASTLE CLEAR ANNODIZED, W/ LOW-E INSUL. TINTED GLASS
MC-3
MC-1
MATERIAL: MANUFACTURER: COLOR/FINISH:
METAL (ALUM.) COPING TBD COLOR TO MATCH EF-1
AL-1
A
D
MC-2
MATERIAL: MANUFACTURER: COLOR/FINISH:
METAL (ALUM.) COPING TBD COLOR TO MATCH EF-2
MC-3
MATERIAL: MANUFACTURER: COLOR/FINISH:
METAL OVERHEAD DOOR TBD COLOR TO MATCH EF-3
EF-5
A
D
MC-4
MATERIAL: MANUFACTURER: COLOR/FINISH:
METAL OVERHEAD DOOR TBD COLOR TO MATCH BR-2
PT-1
MATERIAL: MANUFACTURER: COLOR/FINISH:
PAINT
A
D
PT-2
MATERIAL: MANUFACTURER: COLOR/FINISH:
PAINT
PT-3
MATERIAL: MANUFACTURER: COLOR/FINISH:
PAINT
TBD COLOR TO MATCH BR-2
EF-1
MATERIAL: MANUFACTURER: COLOR/FINISH:
ALUMINUM TBD CLEAR-ANNODIZED
EF-2
MC-3
FOURTH LEVEL 34' - 8" EF-3
EF-6
EF-6
THIRD LEVEL 25' - 4" EF-1
TBD COLOR TO MATCH EF1
SECOND LEVEL 16' - 0"
TBD COLOR TO MATCH EF2
EF-1
EF-2
EF-2
CJ
CJ
EF-1
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ PT-3
PT-3
FIRST LEVEL 0"
ARCHITECTURAL LOUVER - PAINT
4. 5.
A-303
ALL GLAZING TO BE TYPE GL-1, UNLESS INDICATED OTHERWISE. SEE SHEET A-602 FOR WINDOW SCHEDULES & ELEVATIONS 'CJ' INDICATES VERTICAL 3/8" EXPANSION JOINT AT BRICK AND 3/8" CONTROL JOINTS AT CMU (TO ALIGN WITH BRICK EXPANSION JOINTS), UNLESS NOTED OTHERWISE. ALL HOLLOW METAL METAL DOORS AND FRAME SHALL BE PAINTED TO MATCH ADJACENT BRICK SURFACE ARCHITECTURAL LOUVERS AT GUESTROOM WINDOWS SHALL BE ANNODIZE, U.N.O.
1
STEEL/GLASS ENTRANCE CANOPY BY OTHERS
6
GENERAL NOTES
3.
Description:
DECK BEARING 43' - 4"
EF-5
PT-2
2.
Date:
01.31.2017 Permit Set 04.10.2017 CB-01_Construction Set 06.26.2017 CB-03_Marriott Comments
1 3
LOW PARAPET 48' - 8"
MATERIAL: MANUFACTURER: COLOR/FINISH:
1.
#
EF-6 MC-1
SF-1
AL-1
H
2
EXTERIOR INSULATION FINISH SYSTEM BASF #32134/FINE FINISH
MANUFACTURER: COLOR/FINISH:
G
F
A-306
EXTERIOR INSULATION FINISH SYSTEM BASF #31435/FINE FINISH
MATERIAL:
E
D
2
A-201
2
3
4
5
6
7
8
9
10
LOW WALL AND PIER WITH CAST STONE CAP
NOTE: ALL WINDOW ARE TYPE 'B', UNLESS NOTED OTHERWISE.
WEST ELEVATION SCALE: 1/8" = 1'-0"
11
REF: A-101
12
13
14
16
15
ROOF ELEMENT 1
2
1
A-303
A-302
A-302
18
21 20 SIGN TOWER 58' - 8"
1 A-301
2 A-303
19 17
1 A-203 SIGNAGE
3
MC-4
A-306
1 A-306
AVERAGE BLDG HEIGHT = 53'-0"
3. A-204
EF-6 LOW PARAPET 48' - 8"
MC-2 MC-3
EF-1
HIGH PARAPET 54' - 8"
MC-1
1 A-204
DECK BEARING 43' - 4" EF-5 C EF-3 FOURTH LEVEL 34' - 8"
AL-1
AT
MATERIAL: MANUFACTURER: COLOR/FINISH:
EF-6
C
SPRINGHURST, KENTUCKY
EF-5
B.2
B
EXTERIOR INSULATION FINISH SYSTEM BASF #37302/FINE FINISH
MANUFACTURER: COLOR/FINISH:
FOR
MATERIAL:
DUAL BRAND HOTEL
EF-4
I N T E R I O R S
WHITE LODGING SERVICES
MANUFACTURER: COLOR/FINISH:
P L A N N I N G
TOWNE PLACE SUITES/FAIRFIELD INN & SUITES
3
A RCH IT E CT U RE
EF-1
EF-4
C
THIRD LEVEL 25' - 4" SF-1 EF-5
C
AL-1
EF-6
SECOND LEVEL 16' - 0" EF-1
EF-2
EF-2 EF-2
EF-1 F
F
E
CONSTRUCTION DOCUMENT
EF-2
Sheet Title:
9' - 2"
E
FIRST LEVEL 0" ARCHITECTURAL LOUVER - PAINT SEE MECH.
ARCHITECTURAL LOUVER - PAINT
STEEL/GLASS ENTRANCE CANOPY W/ STONE BASE
AUTOMATIC SLIDING ENTRANCE
TRELLIS OVER PATIO
1
7/10/2017 1:35:57 PM
A-201
28
SOUTH ELEVATION SCALE: 1/8" = 1'-0"
REF: A-101
This Document is the property of PFVS Architects and is to be used only in connection with the project named herein. Reproduction, in whole or in part, shall be allowed only with the express written or verbal permission. Drawing scales as shown are valid on the original size document which is 30 by 42 inches. c 2017 PFVS, Inc.
NOTE: ALL WINDOW ARE TYPE 'A', UNLESS NOTED OTHERWISE.
BUILDING ELEVATIONS Job Number Scale
16009
1/8" = 1'-0" Drawn: JS Checked: KKL Date: 04/10/2017
A-201
ISSUE FOR CONSTRUCTION
A RCH IT E CT U RE P L A N N I N G
EXTERIOR FINISHES MATERIAL: MANUFACTURER: COLOR/FINISH:
EXTERIOR INSULATION FINISH BASF #37302/SAHARA FINISH
EF-2
MATERIAL: MANUFACTURER: COLOR/FINISH:
EXTERIOR INSULATION FINISH BASF #32134/SAHARA FINISH
EF-3
MATERIAL:
EXTERIOR INSULATION FINISH SYSTEM BASF SW6231ROCK CANDY/FINE FINISH
MATERIAL: MANUFACTURER: COLOR/FINISH: MATERIAL: MANUFACTURER: COLOR/FINISH:
STOREFRONT OLDCASTLE CLEAR ANNODIZED, W/ LOW-E INSUL. TINTED GLASS
MC-1
MATERIAL: MANUFACTURER: COLOR/FINISH:
METAL (ALUM.) COPING TBD COLOR TO MATCH EF-1
MC-2
MATERIAL: MANUFACTURER: COLOR/FINISH:
METAL (ALUM.) COPING TBD COLOR TO MATCH EF-2
MC-3
MATERIAL: MANUFACTURER: COLOR/FINISH:
METAL OVERHEAD DOOR TBD COLOR TO MATCH EF-3
MC-4
MATERIAL: MANUFACTURER: COLOR/FINISH:
METAL OVERHEAD DOOR TBD COLOR TO MATCH BR-2
PT-1
MATERIAL: MANUFACTURER: COLOR/FINISH:
PAINT
PT-2
MATERIAL: MANUFACTURER: COLOR/FINISH:
PAINT
PT-3
MATERIAL: MANUFACTURER: COLOR/FINISH:
PAINT
MATERIAL: MANUFACTURER: COLOR/FINISH:
ALUMINUM TBD CLEAR-ANNODIZED
Q
3
P
N
M
L
K
J
G
A-305
E
F
D.3
B.2
C
B
3. A-204
2 A-204
HIGH PARAPET 54' - 8"
MC-2 EF-2
MC-3
LOW PARAPET 48' - 8"
EF-6
MC-3 EF-5
SIGNAGE
TBD COLOR TO MATCH EF1
MC-1
TBD COLOR TO MATCH EF2
D
EF-3
D
EF-5
EF-3
FOURTH LEVEL 34' - 8"
EF-4
TBD COLOR TO MATCH BR-2
EF-6
4. 5.
THIRD LEVEL 25' - 4"
D
GENERAL NOTES
3.
MAIN PARAPET 46' - 8" DECK BEARING 43' - 4"
AL-1
2.
SECOND LEVEL 16' - 0"
ALL GLAZING TO BE TYPE GL-1, UNLESS INDICATED OTHERWISE. SEE SHEET A-602 FOR WINDOW SCHEDULES & ELEVATIONS 'CJ' INDICATES VERTICAL 3/8" EXPANSION JOINT AT BRICK AND 3/8" CONTROL JOINTS AT CMU (TO ALIGN WITH BRICK EXPANSION JOINTS), UNLESS NOTED OTHERWISE. ALL HOLLOW METAL METAL DOORS AND FRAME SHALL BE PAINTED TO MATCH ADJACENT BRICK SURFACE ARCHITECTURAL LOUVERS AT GUESTROOM WINDOWS SHALL BE ANNODIZE, U.N.O.
EF-1 SF-1
E
EF-2
E
E
EF-1
E
FIRST LEVEL 0"
WITH TINTED GLAZING
2
A-202
21
19
16
2 A-305
13
15
12.4
12
11
EAST ELEVATION SCALE: 1/8" = 1'-0"
10
8
7
6
5
MC-4
A-301
1
EF-6
REF: A-101
9
1
3
ROOF ELEMENT
SIGNAGE
3. A-204
A-305
4
2
1
2
1
A-304
A-304
MC-1 INT PARAPET 50' - 8" MC-3 MC-2
EF-3
B
B
B
B
MC-3
MC-2
MC-3 AL-1
Description:
3 A-203
EF-6
1.
Date:
01.31.2017 Permit Set 04.10.2017 CB-01_Construction Set 06.26.2017 CB-03_Marriott Comments
1 3
EXTERIOR INSULATION FINISH SYSTEM BASF #32134/FINE FINISH
SF-1
AL-1
#
EXTERIOR INSULATION FINISH SYSTEM BASF #31435/FINE FINISH
1 A-204
EF-5
MAIN PARAPET 46' - 8" DECK BEARING 43' - 4"
AT
MANUFACTURER: COLOR/FINISH: EF-6
EXTERIOR INSULATION FINISH SYSTEM BASF #37302/FINE FINISH
SPRINGHURST, KENTUCKY
MATERIAL:
FOR
MANUFACTURER: COLOR/FINISH: EF-5
DUAL BRAND HOTEL
MATERIAL:
WHITE LODGING SERVICES
MANUFACTURER: COLOR/FINISH: EF-4
I N T E R I O R S
TOWNE PLACE SUITES/FAIRFIELD INN & SUITES
3
EF-1
EF-4
EF-4 FOURTH LEVEL 34' - 8" EF-3 EF-6
B
B
B
EF-6
B
AL-1 EF-6
EF-5
B
B
B
EF-5
B
EF-1 EF-2
EF-2
F
EF-1
7/10/2017 1:36:20 PM
ARCHITECTURL LOUVER - PAINT SEE MECH
(64"x18") ARCHITECTURL LOUVER - PAINT SEE MECH
F
(102"x18") ARCHITECTURL LOUVER - PAINT SEE MECH
BUILDING ELEVATIONS
PT-1 EF-2
E
G
AUTOMATIC SLIDING ENTRANCE
1
A-202
NORTH ELEVATION SCALE: 1/8" = 1'-0"
REF: A-101
ARCHITECTURL LOUVER - PAINT SEE MECH
E
Sheet Title:
8' - 7"
I
9' - 0"
E
8' - 11"
E
9' - 2"
EF-2
13' - 3 1/2"
10"
EF-1
EF-1
EF-1
8' - 10"
OVERFLOW SCUPPERS
This Document is the property of PFVS Architects and is to be used only in connection with the project named herein. Reproduction, in whole or in part, shall be allowed only with the express written or verbal permission. Drawing scales as shown are valid on the original size document which is 30 by 42 inches. c 2017 PFVS, Inc.
CONSTRUCTION DOCUMENT SECOND LEVEL 16' - 0"
EF-2 SF-1
THIRD LEVEL 25' - 4"
FIRST LEVEL 0"
(64" X 14") ARCHITECTURL LOUVER - PAINT SEE MECH NOTE: ALL WINDOWS ARE TYPE 'A', UNLESS NOTED OTHERWISE.
Job Number Scale
16009
1/8" = 1'-0" Drawn: JS Checked: KKL Date: 04/10/2017
A-202
ISSUE FOR CONSTRUCTION
29
KEY NOTES
303 PTAC
204
204
TPS - STUDIO 'A' ELEVATION
6
A-411
REF: A-411
EQ
303
EQ
D16B/ X-404 2 A-813
16 3
326
X-300 X-300B
X-273
3' - 0"
4
A-411
X-102
3
X-302 X-302B
304
31 X-212L (X-212R) X-220
3
X-216
X-213 X-273
204
TPS - STUDIO 'A' ELEVATION SCALE: 3/8" = 1'-0"
12
2
D
1' - 6"
2
14
191 T01
D.1
T06
X-505
0D6 100
5
20
23
A
100
22
T03
8' - 0"
2' - 5"
0A3
4" 29
23' - 0"
D16/X-404_X-404B
TPS - STUDIO 'A' 224
CLEAR
DESK
22'-10 3/4"
6"
8' - 6 3/4"
2B6
X-283
0F3
101 102
SOAP DISHES AND SHELF TO BE ALIGNED WITH NEAREST GROUT LINE.
21
MOTORIZED WINDOW TREATMENT AS REQUIRED.
22
CLOSET LIGHT TO BE TURNED ON AND OFF BY MEANS OF A CLOSET DOOR JAMB SWITCH.
23
UNDERCABINET LIGHT CENTERED OVER SINK.
24
BLOCKING IN CEILING FOR DRAPERY TRACKS. COORDINATE LOCATION WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.
25
WALL MOUNTED (3) GANG OUTLET ABOVE DESK CENTERED ON DESK
26
OUTLETS FOR TV, CABLE, AND POWER FOR TV MOUNTED IN OPENING OF WALL MOUNTED TV PANEL, COORDINATE HEIGHT WITH PANEL AS REQUIRED
27
DESK BACK PANEL TO BE SUPPLIED BY MILLWORK COMPANY
28
DOUG MOCKET WIRE MANAGEMENT TRAY UNDER DESK CONSOLE TO BE PROVIDED BY MILLWORK COMPANY
29
FURNLITE 1202P-FUUR PROVIDED BY MILLWORK CONTRACTOR
30
CUTOUT FOR MICROWAVE OUTLET TO BE MADE IN FIELD BY INSTALLER OF MILLWORK
31
CENTER ARTWORK ON WALL
32
INDICATE BLOCKING IN WALL FOR ALL CASEWORK, FIXTURES, GRAB BARS AND ACCESSORIES. COORDINATE LOCATION WITH MANUFACTURERS INSTALLATION REQUIREMENTS. PTAC FOR TYPICAL GUEST ROOM HVAC
33
1' - 8"
X-101
FOR CEILING HEIGHTS ABOVE 8'-6" UTILIZE THE ALTERNATE TRACK SYSTEMS: X-404ALT1 FOR 8'-6" - 9'-6" CEILING HT AND X-404ALT2 FOR 9'-6" CEILING HT PROVIDE ACCESSIBLE SWITCH FOR HEADBOARD LIGHT.
LEGEND AND NOTES 191
CARPET
M
A
T
TV
J
X-302
DATA JUCTION BOX RACEWAY & WIRING
X-303B
X-102
1
TPS - STUDIO 'A' ENLARGED FURNITURE PLAN REF:
2
A-411
TPS - STUDIO 'A' ENLARGED RCP SCALE: 3/8" = 1'-0"
REF: A-112
4 1/4"
1B
A-411
TPS - STUDIO B SCALE: 3/8" = 1'-0"
REF:
1A
A-411
14'-7" CLEAR
TPS - ENLARGED BATH - STUDIO A SCALE: 3/8" = 1'-0"
REF: A-102
4 1/4"
6 5/8"
F
NOTE: ADDED ELECTRICAL TAGS (SEE ELECTRICAL)
1
WALL DESIGNATION - A-400
100
FINISHES - SEE INTERIOR FINISH INDEX
1'-0"
THERMOSTAT
DATA
TPS - STUDIO 'A' 224
F
1i 0A1
KEYNOTE TAG
I N T E R I O R S
#
1 3
Date:
Description:
01.31.2017 Permit Set 04.10.2017 CB-01_Construction Set 06.26.2017 CB-03_Marriott Comments
CEILING TAG / HEIGHT RECESSED CAN LIGHT
TELEPHONE OUTLET 4
DOOR DESIGNATION -A-601 TOILET ACCESSORY TAG - A430s
GROUND FAULT INTERRUPTER, GFI DUPLEX RECEPTACLE
2B6
CARPET PAD
A-411
F01
MASTER SWITCH DUPLEX RECEPTACLE
5 6
X-212B
X-220
3' - 8"
CAST MARBLE SHOWER SURROUND. INSTALL W/FULL TILE AT SHOWER PAN OR TOP EDGE OF TUB. SCRIBE TOP TIGHT TO CEILING.
20
35
7
X-215
X-286
7/10/2017 1:39:50 PM
VERIFY FINAL DIMENSIONS WITH SHOWER ASSEMBLY SUPPLIER
19
3
X-216
X-303
30
OUTLETS FOR QUAD AND DATA. SEE ELEVATION FOR ADDITIONAL INFORMATION. INDICATE EXTENDED FACEPLATES WHERE REQUIRED.
18
LIGHT SWITCH 191
34 X-500A X-500B X-212L (X-212R)
SCALE: 3/8" = 1'-0"
PROVIDE BLOCKING FOR TV MOUNTING BRACKET.
17
34
TRANSITION STRIP
X-273
K-104 K-210M K-211
7' - 0"
5' - 4 3/4"
401
K-281
3
REFRIGERATOR OUTLET.
16
CLEAR
X-213
X-601 X-601A
28
A-411
CENTER FIXTURE IN SHOWER/TUB.
15
T02 34
6"
ELEC. PANEL 6' - 6"
0A3
VINYL SHEET
D31/X-400_X-400B A
27
X-106B
DUPLEX OUTLET FOR MICROWAVE AND POWER STRIP.
14
33
21'-10 3/4"
1' - 8"
R74
7' - 6" 401
D29/X-401 _X-401B
2' - 2 7/8"
EQ
4
X-300
X-106A
SWITCHED OUTLET FOR CABINET LIGHTS. CABINET LIGHTS PROVIDED BY FURNITURE VENDOR. WARDROBE INCLUDES PLUG-IN LIGHT UNDER SHELF. REFER TO ID SPEC MANUAL.
13
5'-6 1/4" CLEAR 0A3
13
10 X-286
1' - 0"
VINYL SHEET
5' - 4 3/4"
X-710
6' - 9 7/8"
L-70
J
9
4
THERMOSTAT. ALIGN WITH OUTLET BELOW WHERE OCCURS. SEE ELEVATION FOR ADDITIONAL INFORMATION. ALIGN DEVICES VERTICALLY 6" FROM EDGE OF WALL.
12
EQ
4' - 0"
1' - 0"
X-706-42
X-303 X-303B
OUTLETS FOR TV, CABLE, PHONE, AND DESK MOUNTED PLUG-STRIP TO BE GANGED BEHIND CREDENZA. SEE ELEVATION FOR ADDITIONAL INFORMATION. INDICATE EXTENDED FACEPLATES WHERE REQUIRED.
11
X-711
3
X-503
15
D
D.1
6 5/8"
1 A-432
11
6
IRON AND IRONING BOARD STORAGE ACCESSORY TO BE LOCATED INSIDE WARDEOBE.
REF: A-121
11
14
9
10
X-215
REF: A-411
T
CONTINUE ACCENT WALL COVERING AROUND TO INSIDE CORNER ON ADJACENT WALL.
X-101 X-500A X-500B
322
203
201
TPS - STUDIO 'A' ELEVATION SCALE: 3/8" = 1'-0"
322
304
304
X-213
204
EQ
ART
30
304
322
3' - 11 1/2"
X-286
EQ
SOFA
3
303
A-411
13
326
303
X-303 X-303B
LOCATE BOTTOM OF ARTWORK TO CLEAR SHOWER DOOR PULL.
8
3 3
SIM
6' - 0"
K-281
5
X-300
X-601 X-601A
X-283
WALL MOUNTED STOP LOCATION WHEN CONNECTING DOOR OPENS NEAR MIRROR.
7
REF: A-121
2' - 0"
3
SCALE: 3/8" = 1'-0"
305
26
322
TPS - STUDIO 'A' ELEVATION
5' - 0"
SCALE: 3/8" = 1'-0"
12" X 12" CUT-OUT AT SIDE OF CABINET FOR ACCESS TO REFRIGERATOR OUTLET.
6
201
3' - 8"
7
5
P L A N N I N G
AT
K-281 X-286
A-411
INDICATE OUTLET LOCATION WITHIN WALL CONSTRUCTION TO AVOID OUTLETS OCCURING IN SAME CAVITY WITHIN PARTITION. HATCHED AREA INDICATES SPACE WHERE OUTLETS SHOULD OCCUR.
303
X-283
3 A-302
4
X-505
3
A RCH I T E CT U RE
SPRINGHURST, KENTUCKY
X-601 X-601A
X-303 X-303B
1
6' - 8" GLASS DOOR W/FULL HEIGHT FIXED PANEL. PROVIDE UCHANNEL ON TOP, BOTTOM, & WALL SIDE. PROVIDE CONTINUOUS BLOCKING IN WALL AND CEILING FOR CHANNELS AND HINGES. SEE MANUFACTURER FOR ADDITIONAL REQUIREMENTS.
FOR
32
X-102
ACCENT TEXTURE INTEGRATED INTO TUB/SHOWER SURROUND BY MANUFACTURER.
3 326
DUAL BRAND HOTEL
X-101
326
2 3
314
WHITE LODGING SERVICES
322
21
LOCATE OPERABLE SASH ON OPPOSITE SIDE OF PTAC UNIT.
TOWNE PLACE SUITES/FAIRFIELD INN & SUITES
24
1
RECESSED LED STRIP LIGHT X-601 (X-601)
FF&E - SEE INTERIOR FINISH INDEX INDICATES OPPOSITE HAND FF&E INDICATES OUTLET LOCATION WITHIN WALL CONSTRUCTION TO AVOID OUTLETS OCCURING IN SAME CAVITY WITHIN PARTITION INDICATES BLOCKING IN WALL FOR CASEWORK ALL CASEWORK, FIXTURES, GRAB BARS, & ACCESSORIES. COORDINATE LOCATION W/MANUF INSTALL REQUIREMENTS
1. ALL EXTERIOR CORNERS SHALL HAVE FULL HEIGHT CORNER GUARDS PER FINISH INDEX. 2. WHERE REQUIRED FOR ACCESIBILITY, PROVIDE MOTORIZED SHADES. REFER TO DRAPERY MANUAL AND ID SPEC MANUAL FOR ADDITIONAL INFORMATION AND POWER REQUIREMENTS. 3. DOORBELL SWITCH, LIGHT, AND DISCONNECT SWITCH TO BE PROVIDED AT HEARING IMPAIRED AND ACCESSIBLE GUESTROOMS. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF GYPSUM U.N.O.
This Document is the property of PFVS Architects and is to be used only in connection with the project named herein. Reproduction, in whole or in part, shall be allowed only with the express written or verbal permission. Drawing scales as shown are valid on the original size document which is 30 by 42 inches. c 2017 PFVS, Inc.
CONSTRUCTION DOCUMENT Sheet Title:
TPS - STUDIO 'A' & 'B' Job Number
16009
Scale As indicated Drawn: JB Checked: KKL Date: 04/10/2017
A-411
ISSUE FOR CONSTRUCTION
6 A-302
FLUID APPLIED WRB
5/8" EXTEROR SHEATHING FLUID APPLIED WRB
DRAINABLE EIFS
DRAINABLE EIFS
3/4"
3/4"
10.
A-302
F.4
F.4
SCALE: 6" = 1'-0"
6
A-302
REF: A-302
LOW PARAPET 48' - 8"
EIFS PLAN DETAIL SCALE: 6" = 1'-0"
MAIN PARAPET 46' - 8"
1" 3/4"
STEEL ANGLE (SEE STRUCTURAL)
DECK BEARING 43' - 4"
SINGLE-PLY MEMBRANE ROOFING ON TAPERED INSULATION OVER MTL DECK
#
DECK BEARING 43' - 4"
1 3
3/4"
2' - 0"
3 5/8"
BATT INSULATION
5/8" EXTERIOR SHEATHING
3"
5/8" GWB CAULK
10. A-302
SCALE: 3" = 1'-0"
5
A-302
REF: A-302
EIFS DETAIL SCALE: 1 1/2" = 1'-0"
TPS - DOUBLE QUEEN 'A' 414
7' - 4" (R.O.)
1"
3 5/8" MTL STUD 7' - 4"
1"
REVEAL FLUID APPLIED WRB
EIFS SILL DETAIL
Description:
STOREFRONT WINDOW SYSTEM
5/8" GWB
3/4"
Date:
01.31.2017 Permit Set 04.10.2017 CB-01_Construction Set 06.26.2017 CB-03_Marriott Comments
1' - 7"
6
1 1/2"
SINGLE-PLY MEMBRANE ROOFING ON TAPERED INSULATION OVER MTL DECK
2" DRAINABLE EIFS
12
ROWLOCK EIFS SILL
9
THIRD LEVEL 25' - 4"
5/8" EXTERIOR SHEATHING
3/4"
A-302
COMPOSITE CONCRETE SLAB ASSEMBLY (TYPICAL -SEE STRUCTURAL)
4"
FLUID APPLIED WRB
6' - 3"
REVEAL
2" DRAINABLE EIFS
I N T E R I O R S
LOW PARAPET 48' - 8" PREFINISHED MTL. COPING
REF:
F.4
3" DRAINABLE EIFS - BRICK FINISH
P L A N N I N G
1"
EIFS SECTION DETAIL
TOP OF ROWLOCK 13' - 10"
A RCH I T E CT U RE
7 A-302
6' - 1 3/4"
1"
3/4"
5/8" EXTEROR SHEATHING
TPS - DOUBLE QUEEN 'A' 414
EIFS REVEAL REF: A-302
CAULK SOLID SURFACE SILL
5/8" EXTERIOR SHEATHING 6" METAL FRAMING
FLASHING
ALUM. BRAKE METAL
WALL SYSTEM: - 2" DRAINABLE EIFS - FLUID APPLIED WRB - 5/8" EXT. SHEATHING - 6" CFMF - BATT INSULATION - 5/8" GWB
2' - 0"
THIRD LEVEL 25' - 4" SLOPE
4
A-302
REF: A-302
1' - 4"
SUSPENDED GWB CEILING (SEE RCP)
REF: A-302
7' - 4"
SIM.
P.T. WOOD BLOCKING
TPS - DOUBLE QUEEN 'A' 214
SEALANT (BOTH SIDES)
LOW PARAPET 48' - 8"
3
F.4 PREFINISHED MLT COPING
6 A-301
3
SUSPENDED GWB CEILING (SEE RCP)
EIFS AT GRADE DETAIL SCALE: 3" = 1'-0"
THIRD LEVEL 25' - 4"
7' - 4" (R.O.)
SCALE: 3" = 1'-0"
COMPOSITE CONCRETE SLAB ASSEMBLY (TYPICAL - SEE STRUCTURAL)
COMPOSITE CONCRETE SLAB ASSEMBLY (TYPICAL - SEE STRUCTURAL)
FLUID APPLIED WRB
EIFS AT GRADE LEVEL
TPS - DOUBLE QUEEN 'A' 314
WALL SYSTEM: - 2" DRAINABLE EIFS - FLUID APPLIED WRB - 5/8" EXT. SHEATHING - 6" CFMF - BATT INSULATION - 5/8" GWB
5 A-302
SLOPE
8
3 A-302
BLOCKING
1 1/2" RIGID INSULATION
FINISHED GRADE
A-302
TPS - DOUBLE QUEEN 'A' 314
5/8" PROTECTION BOARD
FLUID APPLIED WRB FINISHED GRADE
FLASHING
2"
BLOCKING
3/4"
5/8" PROTECTION BOARD 1 1/2" RIGID INSULATION
3/4"
FIRST LEVEL 0" 2"
FIRST LEVEL 0" ALUM. BRAKE METAL
TPS - DOUBLE QUEEN 'A' 214
ARCHITECTURAL LOUVER
EXTEND ROOFING MEMBRANE OVER PARAPET 3/4" EXTERIOR GRADE PLYWOOD
MAIN PARAPET 46' - 8"
SEALANT
X-208C
PTAC UNIT WALL SLEEVE
PTAC UNIT WALL SLEEVE
THIRD LEVEL 25' - 4"
P.T. WOOD BLOCKING SINGLE PLY MEMBRANE ROOFING
ROOF LEVEL 44' - 9" SIGNAGE
TAPERED INSULATION
5/8" GWB COMPOSITE CONCRETE SLAB ASSEMBLY (TYPICAL -SEE STRUCTURAL)
5/8" EXTERIOR SHEATHING R-13 BATT INSULATION 3 5/8" MTL STUD
EIFS STARTER BASE TRACK
5/8" GWB
2" DRAINABLE EIFS
CAULK
STOREFRONT SYSTEM
P.T. WOOD BLOCKING CAULK
CORNER BEAD
1" CLEAR INSULATED GLASS
7/10/2017 1:37:30 PM
1 1/2" FACE OF STOREFRONT
11
A-302
SECTION @ FFIS PTAC DETAIL SCALE: 1 1/2" = 1'-0"
2" DRAINABLE EIFS
2' - 8 1/4"
WORK 105
This Document is the property of PFVS Architects and is to be used only in connection with the project named herein. Reproduction, in whole or in part, shall be allowed only with the express written or verbal permission. Drawing scales as shown are valid on the original size document which is 30 by 42 inches. c 2017 PFVS, Inc.
WORK 105
CONSTRUCTION DOCUMENT 3
FLASHING MEMBRANE EIFS STARTER BASE TRACK
CAULK P.T. WOOD BLOCKING CORNER BEAD
FLASHING CAULK
1 1/2"
1' - 4"
FACE OF STOREFRONT
CORNER BEAD P.T. WOOD BLOCKING WALL BEYOND
LOW PARAPET SECTION DETAIL SCALE: 1 1/2" = 1'-0"
REF: A-302
4 A-302
5/8" GWB
BATT INSULATION
FLASHING MEMBRANE
Sheet Title:
3 5/8" MTL STUD
STEEL ANGLE (SEE STRUCT.)
A-302
CEILING (SEE RCP)
R-13 BATT INSULATION 6" CFMF
EIFS STARTER BASE TRACK
7
11 3/4"
COMPOSITE CONCRETE SLAB ASSEMBLY (TYPICAL -SEE STRUCTURAL)
5/8" EXTERIOR SHEATHING METAL DECKING (SEE STRUCT.)
6" CFMF
1" CLEAR INSULATED GLASS
SIM.
CEILING (SEE RCP)
FLUID APPLIED WRB
DECK BEARING 43' - 4"
STOREFRONT SYSTEM
5 A-303
5/8" GWB
THIRD LEVEL 25' - 4"
FLASHING
BACKER ROD AND SEALANT
EXTEND FLASHING BEHIND STOREFRONT SYSTEM
STEEL ANGLE (SEE STRUCTURAL)
FLUID APPLIED WRB
6" CFMF FLASHING MEMBRANE
PTAC UNIT
1" PRE-FINISHED ALUM. LOUVER AND FRAME INTEGRAL WITH WINDOW FRAME. LOUVER TO HAVE ALUM.
STEEL KICKER (SEE STRUCTURAL)
WALL SYSTEM: - 3" DRAINABLE EIFS - FLUID APPLIED WRB - 5/8" EXT. SHEATHING - 6" CFMF - BATT INSULATION - 5/8" GWB
(R.O.) 7' - 4"
FLUID APPLIED WRB
6 1/4"
STEEL ANGLE (SEE STRUCTURAL)
BATT INSULATION
2' - 1 1/4" BOTTOM OF SILL
2" DRAINABLE EIFS
2' - 2" BOTTOM OF SILL
1' - 11 1/2" BOTTOM OF X-208C
PTAC UNIT
EXTEND FLASHING BEHIND STOREFRONT SYSTEM
6 1/4"
1" PRE-FINISHED ALUM. LOUVER AND FRAME INTEGRAL WITH WINDOW FRAME. LOUVER TO HAVE ALUM.
STEEL KICKER (SEE STRUCTURAL)
WALL SYSTEM: - 3" DRAINABLE EIFS - FLUID APPLIED WRB - 5/8" EXT. SHEATHING - 6" CFMF - BATT INSULATION - 5/8" GWB
BLOCKING
3 SPRAY ON FIREPROOFING
TOP OF ROWLOCK 13' - 10"
BACKER ROD AND SEALANT
CAULK WALL BEYOND
STOREFRONT SYSTEM 1" CLEAR INSULATED GLASS
8 A-302
CONCRETE SLAB ON GRADE (SEE STRUCTURAL)
FIRST LEVEL 0"
CONCRETE SLAB ON GRADE (SEE STRUCTURAL) 6 1/4"
BLOCKING
13' - 10"
SEALANT
9 A-302 SPRAY ON FIREPROOFING
TOP OF ROWLOCK 13' - 10"
3
SECOND LEVEL 16' - 0"
3 2' - 7"
F.4 5/8" EXTERIOR GRADE PLYWOOD WHERE THERE IS SIGNAGE
5' - 0"
SECOND LEVEL 16' - 0"
A.2
AT
BACKER ROD AND SELANT
SPRINGHURST, KENTUCKY
5/8" GWB
EIFS STARTER BASE TRACK
5/8" EXTERIOR SHEATHING
FOR
3" DRAINABLE EIFS
2 X WOOD BLOCKING
DUAL BRAND HOTEL
5/8" GWB
WHITE LODGING SERVICES
6 1/4"
BACKER ROD AND SELANT
TOWNE PLACE SUITES/FAIRFIELD INN & SUITES
1/2"
EIFS STARTER BASE TRACK
7' - 4" (R.O.)
3" DRAINABLE EIFS
3
2' - 0"
FLASHING
FOURTH LEVEL 34' - 8"
3
BATT INSULATION
7' - 4"
BACKER ROD AND SEALANT
2' - 0"
FOURTH LEVEL 34' - 8"
SHIM
STOREFRONT SYSTEM
2' - 0"
1" CLEAR INSULATED GLASS
FIRST LEVEL 0" FINISHED GRADE
FINISHED GRADE
Job Number
1' - 4" 1 1/2" FACE OF STOREFRONT
3
A-302
SECTION @ TPS PTAC DETAIL SCALE: 1 1/2" = 1'-0"
REF: A-302
2
A-302
WALL SECTION SCALE: 1/2" = 1'-0"
REF: A-101
WALL SECTIONS & DETAILS
1
A-302
WALL SECTION SCALE: 1/2" = 1'-0"
REF: A-101
16009
Scale As indicated Drawn: JS Checked: KKL Date: 04/10/2017
A-302
ISSUE FOR CONSTRUCTION
31
EDWARD RESIDENCE RENOVATION PEEK DESIGN GROUP
32
33
34
35
THESIS_BONES TO BUILT
ENCLOSURE
RIBS
SPINE
5TH YEAR_SPRING STUDIO
36
37
STUDY MODELS
38
39
ORGANIC MUSUEM OF ART 4TH YEAR_SPRING STUDIO
40
FRONT ELEVATION B THE ATLANTA BELTLINE
A
A B
N SITE PLAN
FRONT ELEVATION
SECTION AA
SECTION BB 41
IVAN ALLEN JR BLVD 3RD YEAR_SPRING STUDIO
42
STUDY MODEL PROGRESSION
N
WEST ELEVATION
SOUTH ELEVATION
EAST ELEVATION
43