Issuu

JASMAINE FRANKLIN PORTFOLIO

PRAXIS3

08 LAX AIRPORT_ CONRAC PGAL

PFVS

PGAL

PCNA_CAR RESTORATION

DELRAY_ THE ADAM HOTEL

PEEK

TABLE OF CONTENTS

EDWARD RESIDENCE RENOVATION

PFVS

PEEK DESIGN GROUP

CVG AIRPORT_ CONRAC PGAL

SPRINGHURST_

TOWNPLACE/FAIRFEILD PFVS

GWCC_ BC EXPANSION PGAL

STUDIO

THESIS_ BONES TO BUILT

5TH YEAR_SPRING STUDIO

ORGANIC MUSUEM OF ART 4TH YEAR_SPRING STUDIO

44 IVAN ALLEN JR BLVD

3RD YEAR_SPRING STUDIO

PCNA_CAR RESTORATION PRAXIS 3

SERVICE CAR STORAGE 131

Sound Attenuation Keynotes

Partition Legend

Grid Legend

GWB & STUD PARTITION

EVENT SPACE 106

5.4

5.6

5.9

D _

IT 202

3 _ A652

WAP

W068 STORAGE 200

2'-6 1/4"

A653

LOUNGE 105

3 A201

PROJECT NORTH

PIPE RAIL GATE SIM

2'-2"

3 _

5 _ A653

A683

A601

A.8

BAR 104

W068

6'-0"

C _

C UC REF

C _

ROOF LADDER

RAIL TYPE 4

5.6

5.9

6.8

2 A201

Folding Glass Wall Add Alternate 1/8" = 1'-0"

PROJECT NORTH

3.2

4.5

4.6

4.8

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

A.8 5.4

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

A601

W068

RAIL TYPE 4

WORKSHOP 118

W035

WAP W068

5 _

F22B

404-875-4500 tel 404-876-8884 fax www.praxis3.com

202

COMPRESSOR 201

18'-0"

A652

W068

PRAXIS3 100 Peachtree St NW Suite 1450 Atlanta, GA 30303

4 _

2 A701

A ENGINE RESTORATION ROOM 107

ALL STUD WALLS SURROUNDING AND WITHIN THE ROOM ARE TO RECEIVE SOUND ATTENUATION INSULATION THE FULL DEPTH AND HEIGHT OF THE STUD CAVITY. SEAL ALL WALL PENETRATIONS.

6.8

A601

4 A811

SEE A550 FOR PARTITION TYPES. UNTAGGED STUD PARTITIONS ARE W030 (TYP). UNTAGGED MASONRY PARTITIONS ARE W180 (TYP). DIMENSIONS ARE TO FACE OF STUD OR MASONRY UNO.

STEEL GRIDLINE - COLUMN CL

F24B

5.4

5.6

5.9

6.4

Rev

Date 12.17.2021

Comments Permit Set

Floor Plan - Mezzanine 1/8" = 1'-0"

6.8

246'-0"

99275

6'-6"

W068

PAINT BOOTH 128

2'-9"

3'-4"

4'-6" 1'-2"

8'-0"

1'-2"

1'-9 1/2"

CONSULTATION OFFICE 103 W088

4 _

1'-5"

121

W068

16'-6"

3 A811

117

A _

UPHOLSTERY 117

Porsche Ave., Hapeville, GA 30354

A601

2 _ A652

25'-3"

F05b

25'-9"

1 _

26'-3"

24'-3"

40'-9"

A652

2 A684

D _

F05a

A601

16'-0"

2 _ A652

A400

E _

2'-1"

5'-0"

STEEL SUPPORT BELOW STOREFRONT - SEE STRUCT. 2'-3 5/8"

A651

4 A684

FEC

3 A684

3 A810

103B

A601

WOMEN RR FD 101

F _

14'-6"

3'-0"

2'-9"

1 A684

SIM

Sheet Title:

Floor Plan Level 1 & Mezzanine

A601

3.2

4.5

4.6

4.8

5.4

5.6

5.9

6.4

TRUE TRUE NORTH NORTH

6.8

PROJECT NORTH

1 A201

Floor Plan - Level 1 - Overall 1/8" = 1'-0"

Sheet Number:

A201

RELEASED FOR CONSTRUCTION AND PERMIT

A651

2'-0 5/8"

1'-2 1/16"

3 _

2'-6 1/2"

5'-10 3/4"

10'-6"

MENFD RR 102

102 F01

WORKSHOP 118

One Porsche Drive, Atlanta GA 30354

PCNA Classic Car Restoration Facility

3'-8 1/4"

2'-1 5/8"

5 A684

Project Number: 21121 Project Name: 8'-0" CLEAR

16'-4 3/8"

Porsche Cars North America

W068

9'-10 1/4" 3'-3 3/8"

F16

A681

A601

1'-3 3/8"

16'-0"

3'-5"

16'-5 1/4"

12'-9 1/8"

13 _

A _

100B

3 1/2"

2'-4"

Client:

A400 6 A684

W068

F21

103A

12'-11 1/2"

1 15 A500

113B 5'-11"

W068

8'-0"

A601

W068 W068

101

100A

FD RECEPTION 100

HEAD OF WORKSHOP 112

4'-6"

38'-4"

32'-4"

F14

4'-7"

W068 8'-0 7/8"

INSTRUCTOR'S OFFICE W068 111

111

STEEL SUPPORT BELOW STOREFRONT - SEE STRUCT.

F13 8'-0"

W068

112

4'-4" 1'-3"

W068

B _

47'-0"

3'-5"

BODY SHOP 113

W068

3'-8"

14'-4"

TIRE SERVICE & EQUIPMENT ROOM 115

4'-0" CLEAR

F12 5'-6"

W068

F10 24'-6 7/8"

W061

1 A811

9 5/8"

4'-0"

9'-1"

107

W068

FEC

F25

SPRINKLER 116

UC REF

W061 W061

METAL WORKING 114

5'-5"

31' 3000 SPRAY BOOTH

GARMAT 99935-3s PAINT MIX ROOM

1'-6 3/8"

BAR 104

MANAGER 109

109

A601

GARMAT 99830X

W065

1'-6 3/8"

F20

LOUNGE 105

4'-0"

9'-7 3/8"

F22

106A

W068

5'-0" CLEAR

F23

1'-6 3/8"

7'-6 7/8"

W068

108A F11

A651

110

120

W068

W065

1 W068

C _

114

106B

ENGINE RESTORATION ROOM 107

2 _

A.7

A.8 ARCHIVE/LIBRARY 120

3'-0"

15hp/560fan

1 A683

2'-9"

W068 SANDBLASTING 119

A652

116

3 _

W068

W088

W068

113A

14'-0"

DISMANTLED PARTS STORAGE 129

STEEL SUPPORT BELOW STOREFRONT - SEE STRUCT.

W068

6'-11"

2 A810

3'-0"

119

B _ A601

F15

OPEN OFFICE 108

W068

W088

COORDINATE PAINT BOOTH EQUIPMENT W/ OWNER

1'-8"

9 5/8"

F15

10" 10"

1'-7" 6'-0"

W068

TECH LOCKERS 122 W068

W068 W068 W088

13'-1 3/4"

5'-0" W068

5'-11 1/8"

6'-0"

125

CONTROL PANEL

MEETING ROOM 110

106C

2'-6" 2'-6"

W068

122

UNISEX FD RESTROOM 126 126 1

CUSTOM INLET

6'-0"

JAN 125

M 3'-0"

F15

F02 A651

14'-1"

106D

EVENT SPACE 106

A653

2 A811

3'-5"

W068

F24

4 _

A400

NEW PARTS INVENTORY 127

13'-6"

W088

123

6'-3"

2'-3 1/2"

BREAKROOM 123

6'-9 3/4"

127B

10'-0" SERVICE CAR STORAGE 131

108B

131B

SIM

7 A684

1 _

TECH MEN'S RR 124 1 124

12'-4"

1'-8"

14 A682

3 A201

1 A701

A653

3 3/8"

A.8

10 5/8"

SIM.

FE ELEC 121

7'-8"

134

3 _

A601

STORAGE 124b

W068 W068

5 _

A653

1'-6"

F03

RECEIVING 132B 132

A653

C _

F04

7'-4 3/4" 3'-0"

125'-6 5/8"

W068

A652

13'-3 7/8"

20'-2 1/4"

FORKLIFT

18 CAR STACKERS

2 _

1'-7"

6" BOLLARD, TYP GAS METER 3 4'-4" 5 1/4" A682

8'-11 3/4"

8 A684

38'-0 1/8"

16'-0"

4 _

6'-6 3/8"

7'-4"

118B

9'-10 1/2"

14'-7 1/2"

A652 12'-0"

14 A682

3'-11"

A.7

17'-1"

D CANOPY ABOVE_ A601

9'-9 5/8"

A400

2 _

7'-6"

5'-4 3/8"

131A

16'-2"

5 _

A601

A653

5" 3 OH A682 HB

7'-6"

16'-9"

118A

A653

4'-4"

FEC

21'-11"

E _

15'-10 1/4"

25'-9"

1'-0"

8'-3"

1'-3"

34'-0"

F _

124b

38'-9"

1 _

132A

2'-0"

EXTERIOR FINISH SCHEDULE CODE EIFS

6.4

5.9

5.6

5.4

4.8

4.6

4.5

3.2

PRAXIS3

DESCRIPTION SMOOTH FINISH

WHITE

SL-2000

ATAS INTERNATIONAL

TARGA BLACK

ALUMINUM RIGID WALL .040 THICKNESS, SMOOTH-18 GAUGE, HORIZONTAL INSTALLATION

SOBOTEC

FORMED METAL WALL

MC-1

METAL COPING

CNY-1

METAL CANOPY

PEACHTREE PROTECTIVE COVERS

BLACK

LVR-1

METAL LOUVERS

SEE SPECS

TARGA BLACK

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

404-875-4500 tel 404-876-8884 fax www.praxis3.com

MATCH FMW-1

4" DEEP LOUVER BLADES

SF-1

STOREFRONT FRAMES

KAWNEER

BLACK

SEE FRAME ELEVATIONS

CW-1

CURTAIN WALL FRAMES

KAWNEER

BLACK

SEE FRAME ELEVATIONS

PNT-1

EXTERIOR PAINT

FRAMES

6.8

COLOR NATURAL GREY

METAL COMPOSITE PANEL

METAL

MANUFACTURER

EXTERIOR INSULATION FINISHING SYSTEM W/ CONTINOUS PAREX INSULATION

FMW-1

PAINT

MATERIAL

EIFS-1 MCM-1

BLACK

LVR-1 4 _

T/ ROOF SCREEN 28'-6"

5 _

A652

3'-3"

A652

1 _ A653

MC-1

T/ COPING 24'-0"

Copyright (c) 2021 Praxis3, LLC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

LIGHT FIXTURE, TYP

MCM-1

CUSTOM PRE-FAB CANOPY, B.O.D. PEACHTREE PROTECTIVE COVERS, FINISH TO BE 378X500 EBONY BLACK

SF-1

GAS METER

P-03

10'-0"

132A

P-03

Comments Permit Set

4 A400

West Elevation 1/8" = 1'-0"

LVR-1

2 _ A652

MCM-1

A.8

Date 12.17.2021

Level 1 0"

P-03

EMERGENCY RAINLEADER NOZZLE, TYP.

BACKLIT SIGNAGE BY OWNER'S VENDOR - G.C. TO PROVIDE BLOCKING AS REQUIRED. SEE ELEC. FOR POWER

Rev

131A

CANOPY DOWNSPOUT

3 _

T/ ROOF SCREEN 28'-6"

11'-6"

7'-0"

MC-1

4'-0"

12'-0" U.N.O.

A652

FMW-1

4'-0"

T/ COPING 24'-0"

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

FMW-1

118B

10'-0"

118A 121

10'-0"

12'-0" B/ CANOPY

4'-0"

EIFS-1

2 3 _

3 1 _

4 _

A651

A652

A651

3.2

LVR-1

8°

ALIGN

22'-8 1/4"

24'-0" U.N.O.

4.5

10'-8 3/8"

4.6

4.8

3 A400

5.6

T/ ROOF SCREEN 28'-6"

Level 1 0"

FDC, SEE FIRE PROTECTION

FIRE PUMP TEST HEADER, SEE FIRE PROTECTION

5.9

North Elevation 1/8" = 1'-0"

6.8

SF-1

12'-0" U.N.O.

FMW-1

10'-7 3/4"

1'-4 1/4"

B/ MCM 20'-0"

4'-0"

T/ COPING 24'-0"

4'-0"

10 8° N W/ ALIG REVEAL IT SOFF T/ CW 14'-0"

72 °

CW-1

16'-0"

A684

Client:

4'-0"

3 _

T/ EIFS 4'-0"

MCM-1

4 _ A684

ALIGN

24'-0" U.N.O.

T/ EIFS 4'-0"

22'-7 3/8"

EIFS-1

8'-2 1/2"

2 A400

A.7

1 _

2 _

A651

A653

3 _ A653

PCNA Classic Car Restoration Facility D

LVR-1

A653

Porsche Ave., Hapeville, GA 30354

T/ ROOF SCREEN 28'-6"

4'-0" 8'-9 1/2"

12'-0"

13'-8 1/2"

MCM-1 12'-0"

12'-0"

T/ COPING 24'-0"

4'-0"

FMW-1

One Porsche Drive, Atlanta GA 30354

Project Number: 21121 Project Name:

1/8" = 1'-0"

A651

4 _ 2 _ MC-1

Level 1 0"

East Elevation

Porsche Cars North America

4'-0"

B/ MCM 20'-0"

FMW-1

131B

106C

106B

100A

Sheet Title: 1'-2 3/4" Level 1 0"

1 A400

Exterior Elevations

South Elevation 1/8" = 1'-0"

Sheet Number:

A400

RELEASED FOR CONSTRUCTION AND PERMIT

18'-0"

4'-0"

T/ CW 14'-0" CW-1

PRAXIS3 100 Peachtree St NW Suite 1450 Atlanta, GA 30303

404-875-4500 tel 404-876-8884 fax www.praxis3.com

1 D

9'-0" 3'-3 1/16" F/ STUD

3'-3 1/16" F/ STUD 2'-1" F/ STUD

9'-0" 5'-3 7/8"

2'-1" F/ STUD

4 A681

24'-0" T/ COPING

TYP. ROOF ASSEMBLY

23'-7 1/2" T/ STUD

5'-3 7/8"

2'-0" F/ STUD

4 A681

1'-7 3/4"

24'-0" T/ COPING

TYP. ROOF ASSEMBLY

1/4" / 1'-0"

8°

TYP. MCM W/ CI ON 8" CFMF ASSEMBLY STEEL BEAMS SEE STRUCT.

STEEL BEAM SEE STRUCT.

20'-4 7/8" B/ STEEL 20'-0" B/ FASCIA

B/FASCIA 8 A682

8 A682 STEEL HANGER @ EACH JOIST SEE STRUCT.

TYP. MCM W/ CI ON CFMF ASSEMBLY

TYP. MCM W/ CI ON 4" CFMF ASSEMBLY

TYP. FMW W/ CI ON 8" CFMF ASSEMBLY

8°

Comments Permit Set

TYP. MCM W/ CI ON 8" CFMF ASSEMBLY STEEL BEAMS SEE STRUCT. 20'-4 7/8" B/ STEEL 20'-0" B/ FASCIA

STEEL BEAMS SEE STRUCT.

9 A681

TYP. MCM W/ CI ON CFMF ASSEMBLY

TYP. FMW W/ CI ON 8" CFMF ASSEMBLY

9 A681

TYP. FMW W/ CI ON 8" CFMF ASSEMBLY

STEEL CHANNEL @ 6'-0" O.C. SEE STRUCT.

12 A682

STEEL KICKER @ EACH JOIST - SEE STRUCT.

STEEL BRACING SEE STRUCT.

6'-0"

TYP. FMW W/ CI ON 8" CFMF ASSEMBLY

Date 12.17.2021

6'-0"

STEEL BEAM SEE STRUCT.

TYP. MCM W/ CI ON 4" CFMF ASSEMBLY

TYP. MCM W/ CI ON 8" CFMF ASSEMBLY

STEEL JOIST SEE STRUCT.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

Rev

2'-6"

20'-0" B/ FASCIA

23'-7 7/8" T/ STUD

1/4" / 1'-0"

TYP. ROOF ASSEMBLY

22'-1 3/4" T/ STEEL

6'-0"

STEEL BEAM SEE STRUCT.

5 A202

TYP. ROOF ASSEMBLY

TYP. MCM W/ CI ON 8" CFMF ASSEMBLY

8 A681

1'-7 3/4"

5 A202

23'-7 1/2" T/ STUD

22'-1 3/4" T/ STEEL

2'-0" F/ STUD

8 A681

STEEL KICKER @ 6'-0" O.C. SEE STRUCT.

STEEL TUBE SEE STRUCT. 14'-0 5/8" B/ STEEL

SHEET METAL CONDENSATION PAN REST ON CEILING SUPPORT FRAMING. EDGES OF PAN PROJECT 4" PAST DOOR WIDTH

CONTINUOUS STEEL ANGLE SEE STRUCT.

16'-0"

COLD FORMED FRAMING TO SUPPORT CEILING BELOW OVERHEAD DOOR TRACK, TYP

11'-11"

CURTAIN WALL SYSTEM

ACP-1 12'-0"

ACP-1 12'-0" 10'-0"

B/ STEEL 4 A683

EXTERIOR

14'-0"

RECEPTION 100

Porsche Cars North America One Porsche Drive, Atlanta GA 30354

CURTAIN WALL SYSTEM

4 A682 RECEPTION 100

14'-0"

Client: MOTORIZED SECTIONAL DOOR

Project Number: 21121 Project Name:

EVENT SPACE 106

EXTERIOR

PCNA Classic Car Restoration Facility

EXTERIOR

TYP. EIFS ON 8" CFMF ASSEMBLY 4'-0"

Porsche Ave., Hapeville, GA 30354

1 A680

3 A680

CONC. SIDEWALK SEE CIVIL

CONC. APRON ON GRADE - SEE STRUCT.

7 A680

CONC. SIDEWALK SEE CIVIL

Sheet Title:

Wall Sections

4 A651

Wall Section @ Reception FMW 3/4" = 1'-0"

3 A651

Wall Section @ Reception Glazing 3/4" = 1'-0"

2 A651

Wall Section @ Event Space OHD 3/4" = 1'-0"

1 A651

Wall Section @ Event Space 3/4" = 1'-0"

Sheet Number:

A651

RELEASED FOR CONSTRUCTION AND PERMIT

Level 1 0"

LAX AIRPORT_CONRAC PGAL

THIRD PARTY RENDER-

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" 18'-0"

216'-0"

36'-0"

108'-0"

5'-0" 54'-0"

36'-0"

198'-0"

36'-0"

TYP

D-01

D-02

DWP

A6.100

ER-1

A7.110

A7.100

ER-2

ER-3

A7.100

D-A

D-B D-C

Q-1

STAIR 14

STAIR 1

Q-10

131' - 0"

6 DFU

RS14-101

RS1-101

296 DFU

G-B

296 DFU

CAV

60'-0"

IR-1

13' - 1 15/16"

G-A

60'-0"

CAV

Q-A 316 DFU

AC VAN

STAIR 13

Q-B

EVCS AC VAN

RS13-101

G-C

CAV

ER-4

60'-0"

Q-C 358 DFU

290 DFU

60'-0"

G-D

G-E

SECTOR A

STAIR 2 RS2-101

1 / A2.210A

60'-0"

G-F

STAIR 27

A7.101

SECTOR B 1 / A2.210B

SECTOR AA

1 A7.101

5'-0"

RS27-101

60'-0"

G-G

Q-D

Q-E

Q-F

Q-G Q-H

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

STAIR 16

Q-L

STAIR 21

STAIR 3

RS21-101

RS3-101

42 DFU

G-K

60'-0"

SECTOR C

60'-0"

D S

1493 DFU

S 1391 DFU

D S

)

019

T ra n

oft

olu

tio

c.A

l r ig

serv

STAIR 22

7 (US -62011

(c )

HTO

AAS

7 (US -62011

)

019

T ra n

oft

luo

tio

c.A

l r ig

serv

RS22-101

(c )

HTO

3 3 A7.101

)

T ra n

oft

olu

tio

c.A

l r ig

serv

7 (US -62011

019 2

HTO

A6.100

3 A7.101

503 DFU

AAS

(c )

RS26-101

AAS

Q-T

STAIR 5

D W

RS5-101

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

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

SECTOR CC

60'-0"

G-U

AC VAN

A6.100

RS12-101

RS17-101

EVCS AC VAN

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

60'-0"

STAIR 25

60'-0"

G-W

RS25-101

50 DFU 74 DFU

STAIR 8

A7.101

STAIR 11

RS8-101

RS11-101

D S

5 A7.101

60'-0"

A7.101

50 DFU

ER-4

G-Y

60'-0"

1 / A2.210H IR-2

G-AA

50 DFU

STAIR 24

EVCS

CAV

YIELD

354 DFU

EVCS

CAV

AC VAN

EVCS

CAV

EVCS AC VAN

EVCS AC

4 A7.100

RS10-101

3 A7.100

EVCS

ER-7

EVCS

159'-1 1/4"

EVCS

ER-6

STAIR 10

RS9-101

ER-5

1 A7.110

RS24-101

2 A7.100

AC VAN

STAIR 9

CAV

83 51

4 A6.100

BB CC

№.

1 2

REGISTRATION

DATE

DESCRIPTION

PROJECT TITLE

LAX CONSOLIDATED RENT-A-CAR FACILITY

01-17-2020 EARLY START - RFCD-APDU #2 04-15-2020 CURRENT STATUS DOCUMENT-ISSUED FOR CONSTRUCTION, INCLUDES RFIS/ASI 1-356

ED AR CH I Y P. GER RE

SHEET TITLE

SHEET NUMBER

C-27945 07-31-2019 2 21

RENEWAL DATE

RR & IS GARAGE - LEVEL 1 PLAN - OVERALL

REVISIONS

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.

PROJECT LOCATION

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" = 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

G-X

O F CA LI FO

A2.001

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

(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

22' - 5 5/8"

13' - 11 3/8"

EMERGENCY ELEC

1 A4.340

R-136

59' - 7 5/8"

22' - 11 3/8"

R-143

121' - 0"

R-140

B142

M182

SUBSTATION ROOM

FCM

R-137

SEE A3.009 FOR STAIR LANDNG LIGHT LAYOUT

A7.140 M180

STAIR 15

36' - 0 5/8"

M182

8' - 4"

J T

12' - 0"

D D

M182

M182 D M(D)

M182

R-137B

B142 10.51

D M(D) R-138

M180

D R-139B

M180

G-J 8' - 0" O.C. TYP. LP2

5' - 8"

8' - 0"

AC 4 A5.100

10 A8.500

Sim

1' - 3"

16' - 9"

1' - 0"

G-J

M(D)

R-138

10' - 5"

OPEN TO STRUCTURE DD M(D) J T

11' - 8 1/4" J

9' - 11 3/4"

TENANT TR

LP2

1' - 0"

M(D)

R6.1

RS15-101

8' - 1 3/8"

9' - 8 3/8"

R6.1

R-140

R-141

A7.125

STAIR 15

RECYCLING

FAMILY

25' - 7 5/8"

RECYCLING

B142

M(D) R-138

MEN

R-142

EQ J

8' - 4"

VESTIBULE

59' - 0"

J R6

R-141

16' - 8"

12' - 0" 12' - 0"

R-144-A

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"

BB CC

REVISIONS №.

1 2

REGISTRATION DATE

DESCRIPTION

PROJECT TITLE

LAX CONSOLIDATED RENT-A-CAR FACILITY

01-17-2020 EARLY START - RFCD-APDU #2 04-15-2020 CURRENT STATUS DOCUMENT-ISSUED FOR CONSTRUCTION, INCLUDES RFIS/ASI 1-356

ED AR CH I Y P. GER RE

SHEET TITLE

SHEET NUMBER

C-27945 07-31-2019 2 21

RENEWAL DATE

RR & IS GARAGE - ENLARGED CORE - LEVEL 1 - SECTOR C

NI A

PROJECT LOCATION

PGAL 6033 W. CENTURY BLVD. SUITE 895 LOS ANGELES, CA 90045

LIC E

KEY PLAN

CONSULTANT

1/8" = 1'-0"

CONTRACTOR

LA GATEWAY PARTNERS 5200 W. CENTURY BLVD. SUITE 201 LOS ANGELES, CA 90045

RR - ENLARGED CORE PLAN - LEVEL 1 - SECTOR C

DATE STAMP:

DEVELOPER

1/8" = 1'-0"

JEF

RR/IS - ENLARGED CORE RCP - LEVEL 1 - SECTOR C

R BE

BIM 360://5200277 ConRAC - BIM Coordination/ARCH_LAX-ConRAC_RR_RVT2019_.rvt 4/22/2020 2:01:22 PM

PLUMBING CHASE

M182

8' - 4"

FAMILY

FILE NAME:

EBP

15' - 11 7/8"

J TENANT TR

R-145

R-144

RS15-101

WOMEN

VESTIBULE

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

JAN.

9' - 10"

3' - 1"

R.O. AC

M(D)D

18' - 0"

R-143

Sim

1 A4.122

R.O.

M(D)

1' - 3"

B142

R-142

AED 12' - 4 3/8" eVP

6' - 4"

RD1

RE3-101

10' - 4"

3' - 4"

M(D)

12' - 0"

R-137A

G-H

0' - 4 3/8"

49' - 3 5/8"

M(D)

W D

R.O.

DM(D)

8' - 4"

36' - 5"

VESTIBULE

RD1

1 A5.100

R-139

4,334.86 SF

M182

MEN

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"

WOMEN

LR1A

D D

M182

1' - 3 5/8"

RD1

eVP

12' - 0" 12' - 0"

3' - 4"

41' - 0" 24' - 3"

10' - 0"

M M

SUBSTATION ROOM

M182

ELEV. 3

MPOE #1

OS OS

A7.140

B142

16' - 0"

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.

4' - 2"O.C. TYP. 7' - 5 1/8"

10' - 0"

8' - 4"

T T

3.18

M180

R-135

R-146

VESTIBULE D D

AED 8' - 4"

12' - 0"

JAN.

RD1

M2 M JJ A4.122

12' - 0"

R-136

OPEN TO STRUCTURE

R-133

B142

FCM

EMERGENCY ELEC

OPEN TO STRUCTURE

J M

EBP EBP

G-H

RE3-101

R6.1

ELEV. 3

R-144

R-139A

TENANT MPOE

R-134

16' - 8"

3.18 10.41 10.51 10.65 32.08

EM EM 8' - 4"

R6.1

5 A8.500

R.O.

M182

12' - 0"

125' - 0"

2' - 8"

A8.500

T R-133 M(D) D

TENANT TR

BAFFLE CEILING AT 9'-0" A.F.F.

AC T

AED 8' - 4"

13' - 6 33/256"

T R-134 M(D) M182

OPEN TO STRUCTURE

A8.500

8' - 4" OS

D M

12' - 0"

R-139

CEILING AND LIGHTING BY TENANT. EXPOSED STRUCTURE AND CODEMINIMUM LIGHTING PROVIDED

18" GLASS DRAFT CURTAIN AC

E.Q.

5' - 0"

E.Q.

8' - 4"

5' - 0" 10' - 3 5/8"

6' - 10"

4' - 6"

16' - 8"

R-135 OPEN TO STRUCTURE

8' - 0"

FUTURE TENANT BUILD-OUT

MPOE #1

1' - 11 5/8"

LUGGAGE CARTS

3' - 4"

A4.340

R.O.

F EQ

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"

12' - 0"

8' - 0"

eVP 8' - 4"

6' - 8 3/8"

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"

12' - 0"

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

M(D)

11' - 4 3/4" 10' - 0 3/4"

1' - 4"

A7.121

A8.500

TENANT MPOE

7' - 7 3/8"

TYP.

R6.1

8' - 0" O.C.

TENANT TR

W D

6 A4.340

T T M

R6.1

10.65

7 A4.340

8 J A4.340

16' - 6 5/8"

18" GLASS DRAFT CURTAIN

16' - 8"

4' - 7 5/8"

G-G

LP2

G-21

18' - 0"

FUTURE TENANT CUSTOMER SERVICE BOOTH ZONE

38' - 2"

M(D) 8' - 4"

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"

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"

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

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

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"

(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

1/4" = 1'-0"

RR - WOMEN'S RESTROOM ELEVATION

(R3) PARKING GARAGE LED LIGHT SHOWN AT EXTERIOR RAMP ENTRANCES

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

CEILING HUNG TOILET PARTITION BEYOND

(LR1A) 12' RECESSED LINEAR LED LIGHT

T-5

RR/IS - LEVEL 1

(LP1A) 4' SURFACE MOUNTED LED LIGHT

T-1

42"

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"

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"

(EXP) OPEN TO STRUCTURE

T-5

RR - MEN'S RESTROOM ELEVATION

RR/IS - LEVEL 1

98'-6"

T-4

(X1) EMERGENCY EXIT SIGN

T-21

T-1

RR/IS - LEVEL 1 T-23

T-21

T-1

T-22 T-7

T-23

T-7

(RD2) RECESSED LED SQUARE DOWNLIGHT

T-8

7 A8.500

Sim

RR - MEN'S RESTROOM ELEVATION

1/4" = 1'-0"

RR - MEN'S RESTROOM ELEVATION

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

98'-6"

T-1

SS-1

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

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

1/4" = 1'-0"

G-20

1/4" = 1'-0"

FAMILY RESTROOM LEVEL 1-3-SECTOR G

G-19 EQ

17' - 9 3/16"

PTW-1

3 A8.500

5' - 7"

5' - 2"

1' - 11"

3' - 4"

1' - 5 5/8"

F140

T-5

R-141

M182 4' - 9 1/8" 1' - 4 3/4"

0' - 10 1/2"

3'-0" CLEAR T-21

ALIGN

10' - 3 1/2"

6'-3" CLEAR J

3' - 0" 2' - 6"

T-7

T-21 T-8

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

J 26.34

F130

T-7 T-22

T-1 T-11

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

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

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"

TYP

2' - 4"

A160

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

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

18' - 5 1/2"

1' - 9 1/8"

WALL MOUNTED RECESSED LINEAR LIGHTS

PTW-1

FAMILY

T-21

2' - 7"

1' - 3"

J TYP

3 A8.500

T-14 3'-0" CLEAR

T-21

1' - 11"

R-144-A

6' - 11"

5' - 11 3/4"

TYP

R-141

PTW-1

PTW-1 PTW-1

PLUMBING CHASE

10.51

PTW-1

3' - 2"

TYP

3' - 2"

PTW-1

3 A8.500

2' - 2 1/4"

3 A8.500

PTW-1

PTW-1 PTW-2

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

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

R-143

TYP

2' - 9"

17' - 4 1/4"

GWB ON MTL STUD 9'-0" A.F.F.

6' - 4"

ALIGN

TYP

6' - 5 3/4"

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

5' - 10"

3 A8.500

TYP PTW-1

PTW-1

FILE NAME:

3 A8.500

VESTIBULE R-142

3' - 0"

LR1A

PTW-1

PTW-2

PTF-1 6 A8.500

PTW-1 PTW-1

TYP

2' - 6"

Sim

A8.500

3 A8.500

PTW-2

SS END CAP

PTW-1

PTW-1 PTW-2 PTW-1

4' - 1 1/8" 0' - 10 1/4" 1' - 7 5/8"

2' - 7 5/8"

TYP

19' - 3"

6' - 0"

G-H

T-4

1' - 3"

WOMEN

2' - 4"

F160

12 / A4.122

G-V

10' OS- 0"

2' - 6"

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"

10' - 10 5/8"

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

A160

7' - 6 1/4"

10.51

F130

3' - 3 7/8"

M1120

17' - 11 1/2"

2' - 9"

7' - 6"

G-H

6' - 4" LR1A

PTW-1

5' - 11 3/4"

PTW-2

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

TYP

T-11 T-1

A160

7' - 10 3/4"

3' - 3"

3 A8.500

PTW-1

WOMEN

2' - 6"

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

WOMEN

PTW-1 PTW-2

PTW-2

PTW-1

TYP

3' - 0"

PTF-1

3 A8.500

ALIGN

PTW-1

TYP

3 A8.500

R-144

A8.500

6 A8.500

VESTIBULE

M1120

4' - 6 3/8"

PTW-1

VESTIBULE

R-146

0' - 9 1/2"

3' - 2 1/4"

26.38

2' - 9 3/8"

1' - 3"

PTW-1 PTW-1

RF-1 - ROTARY FINISH

F130

JAN.

M180

TYP

SS END CAP

6 A8.500

TYP

6 A8.500

TYP

3 A8.500

PTW-1

3' - 2"

PTW-1 PTW-2

3' - 2"

26.38

M182

PTW-1

3 A8.500

M180

0' - 7"

3' - 7"

3' - 1 3/8"

OPEN TO STRUCTURE WALL MOUNTED RECESSED LINEAR LIGHTS

1' - 9 1/8"

R-146

2' - 4 1/8"

1' - 6 3/8"

J JAN.

OPEN TO STRUCTURE

2' - 0"

JAN.

CONC - HARD TROWEL FINISH

1' - 3"

G-21

2' - 9 3/8"

4' - 6 3/8"

G-21

17' - 7 1/4"

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

1/4" = 1'-0"

G-21

2' - 7"

3 A7.121

10' - 5 1/8"

3' - 4" R.O.0' - 10 5/8"

1/4" = 1'-0"

7' - 1 1/8"

RR - FAMILY RESTROOM ELEVATION

5' - 8 3/8" 0' - 9 3/8"

16' - 5"

15' - 11 5/8"

1' - 3"

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

RR - ENLARGED PLAN - SECTOR G CORE RESTROOM LEVEL 1-3

1/4" = 1'-0"

KEY PLAN

CONSULTANT

PGAL 6033 W. CENTURY BLVD. SUITE 895 LOS ANGELES, CA 90045

PROJECT LOCATION

AA BB CC

1/4" = 1'-0"

RR - ENLARGED PLAN - NORTH/SOUTH CORE RESTROOM LEVEL 1-3

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

SHEET TITLE

RR & IS GARAGE - ENLARGED RESTROOM LEVEL 1 - 3 SHEET NUMBER

A4.122

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

PEDESTRAIN CANOPY

CC-1

10.01 CC-1 10.01

PC-1

GYP-X

FS4

CMU-1

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

AA BB CC

ESCALATOR PIT, TYP

REVISIONS №.

3D - SECTOR C CORE ESCALATORS REGISTRATION

DATE

04-15-2020 RFCD-APDU #12 - ISSUED FOR APPROVAL

DESCRIPTION

PROJECT TITLE

LAX CONSOLIDATED RENT-A-CAR FACILITY

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.

G-W

30' - 0"

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

27' - 0"

G-46

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

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"

12' - 0"

13' - 8"

26' - 1"

29' - 1"

13' - 3" CLR.

LEVEL 1 - FIRE LANE

4' - 8"

24' - 0" 30' - 0"

G-46

5' - 6"

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

12' - 0"

EXPANSION JOINT 4" DIAGONAL STRIPING

Sim

6 A7.114

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

G-E

G-D

G-C

1/16" = 1'-0"

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"

G-N

5' - 0"

G-M

G-K

60' - 0"

G-H

60' - 0"

RR/IS PARKING STRUCTURE OPEN PARKING STRUCTURE

G-G

60' - 0"

G-F 5' - 0"

G-E

G-D

60' - 0"

4 A7.114

G-C

G-B

60' - 0"

EMERGENCY EGRESS STAIR & ELEC/TECHNOLOGY ROOM STACK

G-A 60' - 0"

EMERGENCY EGRESS STAIR & ELEC/TECHNOLOGY ROOM STACK

G-46

36' - 0"

131' - 0"

13' - 5"

CLEAR

EQ EQ

CLEAR

13' - 5 3/8"

13' - 1"

CLEAR

13' - 1"

36' - 0"

0.5%

0.3%

36' - 0"

5' - 0"

36' - 0"

22' - 5 3/8" 13' - 6 5/8"

36' - 0"

40' - 0"

36' - 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

AA BB CC

REGISTRATION DATE

04-15-2020 RFCD-APDU #12 - ISSUED FOR APPROVAL

DESCRIPTION

1/32" = 1'-0"

PROJECT TITLE

LAX CONSOLIDATED RENT-A-CAR FACILITY

ED AR CH I Y P. GER RE

SHEET TITLE

07-31-2019 2 21

RENEWAL DATE

RR & IS GARAGE - BUILDING SECTION THRU JOCKEY RAMPS SHEET NUMBER

C-27945

NI A

№.

REVISIONS

PGAL 6033 W. CENTURY BLVD. SUITE 895 LOS ANGELES, CA 90045

PROJECT LOCATION

LA GATEWAY PARTNERS 5200 W. CENTURY BLVD. SUITE 201 LOS ANGELES, CA 90045

KEY PLAN

CONSULTANT

LIC E

CONTRACTOR

JEF

DEVELOPER

BIM 360://5200277 ConRAC - BIM Coordination/ARCH_LAX-ConRAC_RR_RVT2019_.rvt 4/22/2020 3:05:34 PM

FIRE LANE

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

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

A7.114

GENERAL NOTES 1 4-A2.12

1 4-A2.22A

C-105.1 UP DN

C-H.1 32'-6"

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"

CSB

20'-0" 20'-0"

C D

EXISTING TERMINAL TO REMAIN

DN UP DN

C-M.5

40'-0"

F 32'-0"

360'-0"

QTA

8'-0"

F.8

40'-0"

8'-0" 20'-0" 20'-0" 20'-0" 20'-0"

H J K L M

READY RETURN WEST-A

READY RETURN EAST-B

1 4-A2.22B

RETURN HELIX

READY HELIX

32'-0"

M.2

N 35

34 1 4-A4.21

2'-9" 20'-0"

22'-0"

20'-0"

30'-0"

49'-3"

3'-0"

40'-0"

87'-0"

2 4-A4.21

60'-0"

3'-0"

60'-0"

977'-0"

06 07

1313.3

13.714

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"

7'-6"

A.8

20'-0" 20'-0" 80'-0" 40'-0"

C D

C-M.5

EXISTING TERMINAL TO REMAIN

40'-0"

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"

RETURN HELIX

READY HELIX

32'-0"

2 4-A4.20

MATCHLINE

1 4-A4.20

JOCKEY BRIDGE

2'-9" 20'-0"

22'-0"

20'-0"

30'-0"

49'-3"

3'-0"

40'-0"

87'-0"

60'-0"

3'-0"

60'-0"

CSB

977'-0"

MATCHLINE

DATE STAMP: 3/1/2019 2:53:59 PM

FILE NAME:

C:\@RevitLocals\CVG CONRAC - ARCH - RVT2018 - MODEL_RTownson@pgal.com.rvt

40'-0"

360'-0"

F F.8

06 07

1313.3

13.714

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

AUTH.

1" = 50'-0"

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

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.8

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

TYP

J.9

A.8

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"

2 4-A7.00

13.7 14

FCS-1 TYP

16'-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"

C-110

1 4-A6.02

14 13.7

13.3 13

0.80.6

5 TYP

FCS-1 TYP

4-A7.00

PCB-1

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

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

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"

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

COLUMN BEYOND

EDGE OF SLAB

MAXIMUM EMBEDMENT OF POST-INSTALLED ANCHORS IS 3"; RE STRUCUTRAL

PERFORATED METAL PANEL

3/4" = 1'-0"

GARAGE SKIN - ATTACHMENT PLAN DETAIL

3/4" = 1'-0"

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

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

SST ROUND TUBE TOP ATTACHMENT

DETAIL SECTION AT GARAGE SKIN ATTACHMENT - TOP

CONCRETE DECK; RE: ST DWGS

GALV STL EMBED RECOMMENDED BY MESSER THP TO CONFIRM

LOW PARAPET 931'-7"

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 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"

A 14'-0"

HORIZONTAL GALVANIZED CABLE BARRIERS C.I.P. CONCRETE COLUNM BEYOND

T3 BAGGAGE CLAIM MECH LEVEL 890'-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"

WALL SECTION AT GARAGE SKIN

1/4" = 1'-0"

TYP GARAGE SKIN

CONSULTANT

ARCHITECT

PGAL, INC 1425 ELLSWORTH INDUSTRIAL BLVD, #15 ATLANTA, GA 30318 [T] 404-602-3800 [F] 404-602-3810

PGAL

DATE

REVISION

AUTH.

1/4" = 1'-0"

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

GENERAL NOTES

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

4-A8.04

F230 F230

11 3/8"

STAIR 3

6'-9 3/8"

C-128

4.99%

C-124

A260

TECH.

C-126

C-124

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

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

4-A6.02

4-A7.52

NURSING MOTHERS ROOM

C-122B

10'-10"

FFFF

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

4-A8.02

3'-7 1/4"

1 4-A9.03

C-102

F230

16'-2 3/8"

3'-0" 5'-9 3/4"

CIRCULATION

MATCHLINE

MATCHLINE REF 1 / 4-A2.21A

4-A7.01

FIDS BY OWNER. PROVIDE POWER AND DATA

23'-3 3/4"

10'-0"

4-A8.01

35'-10 1/8"

F.E.C.

4-A8.02

A260

4-A8.02

4.95%

F.E.C.

1 4-A4.35

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"

9.02

1 34'-5 3/8"

A260

9.02

4-A7.01

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-A8.03

C-112B

6 4-A8.02

C-119

A260

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

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

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

DATE STAMP: 3/1/2019 2:58:03 PM

C:\@RevitLocals\CVG CONRAC - ARCH - RVT2018 - MODEL_RTownson@pgal.com.rvt

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.

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

A260

F.E.C. 2'-11"

A260

14'-4 1/4"

SIM

DIGITAL DIRECTORY BY OWNER. PROVIDE POWER AND DATA

C-116

A260

26'-0"

C-116B

B.O.H. 4

6°

A260 A260

TYP

3/32" = 1'-0"

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"

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

52'-0"

C-129

A260

4'-0"

COUNTER

C-114

1 4-A7.71

24'-7"

1'-6"

4-A8.03

7'-0 3/4"

DDDD

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

1'-8 1/4"

CHASE / SUPPORT

3'-4 7/8"

C-107

1 4-A7.54

C-113

JAN.

C-107

10'-8"

C-L

C-106

38'-0 1/8"

11'-0"

MEN C-108

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"

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"

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

7'-11"

F.E.C.

C-106

61'-2 7/8"

18'-0"

11"

WOMEN

1 4-A9.02

C-K

4-A8.05

28'-7"

S2-101B

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"

C-4

9.02

4-A8.04

5'-9 3/8"

1 4-A7.71

4 4-A7.54

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

4-A8.01

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"

F.E.C.

27'-5"

4-A8.04

1 4-A4.36

C-105 C-105.1

4-A7.01

C-4

VESTIBULE

873'-0 23/32"

38'-10"

TYP

ELEVATOR QUEUING

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

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

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

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

C-M

C-B.3 C-C

C-E

C-H.1 C-H

C-I

C-J

C-K

C-L

KEYED NOTES

DDDD

J.9

EMP-2 TYP

EMP-2

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 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-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

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

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

C-7

4-A7.01

EMP-1A TYP

C-5

C-6

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

LEVEL 3 901'-5 1/4" EMP-1A TYP

LEVEL 2 887'-5 1/4"

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

14'-0"

10'-1"

80°

DATE STAMP: 3/1/2019 3:08:42 PM

C-100

2'-0"TYP.

FILE NAME:

C-101

1/16" = 1'-0"

LEVEL 1 - CSB F.F. 871'-11 1/4"

NORTH ELEVATION - ENLARGED CSB NORTHWEST ELEVATION - ENLARGED CSB

1/16" = 1'-0"

CONSULTANT

ARCHITECT

PGAL, INC 1425 ELLSWORTH INDUSTRIAL BLVD, #15 ATLANTA, GA 30318 [T] 404-602-3800 [F] 404-602-3810

PGAL

DATE

REVISION

AUTH.

1/16" = 1'-0"

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

GWCC_BC EXPANSION PGAL

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"

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"

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"

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

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"

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

B100K

(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"

PART STOR B120

3 / A8.04 VALVE RISER B108

(E) ELEV

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"

SIM

NEW MANHOLE COVER ON EXTENDED EXISTING MANHOLE

MEN BC111

A7.00

13 A8.50

6 A8.50

982.25'

WOMEN BC112 JAN BC118

IDF BC119

32'-2 3/8"

RAMP DOWN

9'-9 5/8"

WOMEN C112

MEN C111

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

C-N4 C-N

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"

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"

NORTH

A2.10

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"

1'-7" 3'-1"

10'-8 3/8"

KEY PLAN

2'-4"

5'-8"

2'-6"

TYP 3'-0"

M89

4'-4 3/8" 2'-0 5/8"

2'-3 1/2"

2'-6"

M68

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"

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"

2'-3 1/2"

M58

13'-2 5/8"

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"

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

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"

2'-3 1/2"

1'-8 3/4"

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

M68

2'-8"

4'-8"

14'-4"

JAN BC118

M14

11 / A8.10

5'-1 3/8"

IDF

2'-4"

M89

2'-6" M14

BC119

1'-8"

2'-6"

3'-1"

M14

TYP 3'-1"

M89

2'-6"

3'-0"

4 / A8.10

2'-6"

3'-0"

2'-0 5/8"

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 №.

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

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"

M58

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

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"

3'-1" 3'-0"

3'-1"

1'-6"

3'-5" 3'-6 3/8"

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"

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

1'-4"

6'-0"

C118

M14

2'-6"

13'-8 3/8"

BC-10.2 M58

JAN

5'-1"

6'-0"

M58

M89

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

MIN

26 / A8.10

[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"

ENLARGED TOILET ROOM - SECTOR C

1/4" = 1'-0"

NORTH

A4.00

MATERIALS & FINISHES

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

LEVEL 1 - BLDG C 980'-1"

CWB-1

1/4" = 1'-0"

SS1

C113 FAMILY ELEVATION 2

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

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

LEVEL 1 - BLDG C 980'-1"

CWB-1

C112 WOMENS ELEVATION 3

1/4" = 1'-0"

SIM

TYP

CWT-1

C112 WOMENS ELEVATION 2

1/4" = 1'-0"

CWT-1

TYP

B-1

TYP

E-1

CWT-1

EXHIBIT HALL WALLS (SEE ELEV) CEILINGS

LT GREY

INTERIOR PARTITIONS UON (BOH SPACES)

DK GREY

CRASHRAILS, EXTERIOR RAILINGS, EXTERIOR EXPOSED STEEL UON

GREY

DOORS FRAMES AND STEEL SUPPORTS TO MATCH EXISTING HALL C

GREY

EXHIBIT HALL WALLS (SEE ELEV)

TO MATCH EXISTING HALL C

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

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

SS END CAP RE: DETAILS A8.50 AND A8.60

FIRE ALARM DEVICE

9 A8.60

CWB-1

9 A8.60

CWT-1

E-1

TYP

LEVEL 1 - BLDG C 980'-1"

CWB-1

SIM

5 A8.60

CWT-1

1/4" = 1'-0"

CWT-2

A-2

WHITE

1/4" = 1'-0"

TOILET PARTITION

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

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

TYP

1 A8.60

SIM

TYP

C-1

TYP

B-1

A-2

TYP

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

5 A8.60

FIRE ALARM DEVICE

CWT-2

1/4" = 1'-0"

SIM

F-8

LEVEL 1 - BLDG C 980'-1"

SIM

1/4" = 1'-0"

CWB-1

C111 MENS ELEVATION 2

SS END CAP CWT-1

SIM

CWT-1 CWT-1

1 A8.60

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

LEVEL 1 - BLDG C 980'-1"

CWB-1

FENTRESS ARCHITECTS

421 BROADWAY DENVER, CO 80203

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

PROJECT NAME

GEORGIA WORLD CONGRESS CENTER

CWT-2

CWT-1 TYP H-1

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

TYP

LEVEL 1 - BLDG B 982'-3"

B-1

CWB-1

1/4" = 1'-0"

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

1/4" = 1'-0"

PROJECT LOCATION

285 ANDREW YOUNG INT'L BLVD ATLANTA, GA 30313 DRAWING HISTORY №.

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-1

D-3 D-2

CWT-1

H-1

CWT-2

1 A8.60

SIM

C-1

B-1

1/4" = 1'-0"

CWB-1

SS END CAP RE: A8.60 AND A8.50

FIRE ALARM DEVICE

5 A8.60

CWT-1

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

CWB-1

CWT-1

CWT-2

FILE NAME: DATE STAMP:

1/4" = 1'-0"

SIM

B114 WOMENS ELEVATION 3

SIM

1/4" = 1'-0"

CWT-1 1 A8.60

G-1

D-2

E-1

CWT-1

TYP

CWT-1

A-2

TYP

CWT-1

CWT-2

G-1

D-3

REGISTRATION

D-1

TYP

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

SS END CAPS RE: A8.50 AND A8.60 FOR DETAILS

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

B113 MENS ELEVATION 4

1/4" = 1'-0"

CWB-1

LEVEL 1 - BLDG B 982'-3" OPEN TO VESTIBULE BEYOND

B113 MENS ELEVATION 3

TYP TYP

1/4" = 1'-0"

B113 MENS ELEVATION 2

LEVEL 1 - BLDG B 982'-3"

D-2 F-8

1/4" = 1'-0"

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

A-2

1 A8.60 TYP

B114 WOMENS ELEVATION 2

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"

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

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

CWT-1

CWB-1

2018-1128

TYP

1/4" = 1'-0"

1'-0"

1 A8.60

SIM

CWB-1

BC111 - MENS ELEVATION 3

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

B-1

LEVEL 1 - BLDG B 982'-3"

DATE

2018-0302

TYP

C-1

D-1

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

CLIENT

BC-K BC-J

MATERIALS & FINISHES EXHIBIT HALL WALLS (SEE ELEV) CEILINGS

LT GREY

INTERIOR PARTITIONS UON (BOH SPACES)

DK GREY

CRASHRAILS, EXTERIOR RAILINGS, EXTERIOR EXPOSED STEEL UON

GREY

DOORS FRAMES AND STEEL SUPPORTS TO MATCH EXISTING HALL C

GREY

EXHIBIT HALL WALLS (SEE ELEV)

TO MATCH EXISTING HALL C

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

PREFINISHED ALUMINUM COPING ROOF ACCESS LADDER

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

C-22Y

TO MATCH EXISTING HALL C

C-18Y

C-19Y C-19-1

B-20Y C-21Y

A7.52

A7.51

C-22Y

MECHANICAL UNIT BEYOND, TYP

ELECTRICAL PENTHOUSE BEYOND, TYP

1/16" = 1'-0"

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

A7.52

A7.00

A7.52

A7.00

BC-4

BC-3 BAA

BC-2 BC-1 BBB BC-09

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

L-01

A7.50

BC-7

BC-6

A7.00

A7.52

A7.00

BC-4

BC-3 BAA

MP1

10'-0"

GAS PIPING UP AND OVER BUILDING

10'-0"

A7.00

A7.52

10'-0"

ROOF BEYOND

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"

NOTE: SEE 3 / A6.02

BOLLARDS NEW DOOR IN EXISTING STAIR

OPEN TO DOORS BEYOND

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

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

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

DESIGN ARCHITECT

ROOF ACCESS LADDER, TYP

A7.50

EIFS1

PREFINISHED ALUMINUM COPING

A7.52

L-01

10'-0"

1/16" = 1'-0"

BC-2 BC-1 BBB BC-09

4 A7.50

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"

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

EXISTING B HALL COLUMNS

10'-0"

EXISTING FASCIA

10'-0"

A7.54

A7.53

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

BC-4

BC-6

BC-7

BC-8 BC-9

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

WATER FLOW ALARM RE: FA DRAWINGS

A7.00

A7.50

A7.00

10'-0"

A7.52

PREFINISHED ALUMINUM COPING

A7.54

A7.53

2 REGISTRATION

ROOF BEYOND

A7.50

ROOF ACCESS LADDER L-01

A7.50

10'-0"

MECHANICAL UNIT BEYOND

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

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"

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

TYP

EIFS1

FILE NAME: DATE STAMP:

10'-0"

B4 DOCK

MP1

ROOF DRAIN OVERFLOW, TYP RE: STRUC FOR PIPE SUPPORT

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"

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

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

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"

A6.02

CLIENT

MATERIALS & FINISHES WHITE

EXHIBIT HALL WALLS (SEE ELEV) CEILINGS

LT GREY

INTERIOR PARTITIONS UON (BOH SPACES)

DK GREY

CRASHRAILS, EXTERIOR RAILINGS, EXTERIOR EXPOSED STEEL UON

GREY

DOORS FRAMES AND STEEL SUPPORTS TO MATCH EXISTING HALL C

GREY

EXHIBIT HALL WALLS (SEE ELEV)

TO MATCH EXISTING HALL C

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

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

BC-3

A7.00 1

BC-4

A7.52

BC-6

A7.54

EXPANSION JOINT

A7.52

A7.00

BC-7

BC-8

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

DESIGN ARCHITECT

BC-12 BC-12.2 BC-12.3 BC-12.4 BC-13

5 A7.52

STRUCTURAL TRUSSES

SANDWICH TRUSS

BC-10

FENTRESS ARCHITECTS

OPERABLE PARTITION TRACK

E1.BC1

DRINKING FOUNTAIN

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

A7.00

A7.50

A7.00

BC-4

BC-3 BAA

1 A7.00

1/8" = 1'-0"

KEY PLAN

EXPANSION JOINT OPERABLE PARTITION TRACK

ROOF 1,026'-0" REGISTRATION

ALIGN REVEALS TO EXISTING EXHIBIT B HALL REVEALS

FILE NAME: DATE STAMP:

3'-0"

TYP 4 A8.60

REVEAL/CONTROL JOINTS, TYP

1,012'-0" P1 P1

NEW COLUMN ENCASED IN CONCRETE TO BOTTOM OF STRUCTURE

60'W 4 PANEL HORIZONTAL SLIDING HANGER DOOR BEYOND

OPEN TO VESTIBULE BEYOND

28'-0"

SIM 3 A8.60

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

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"

COLUMN BEYOND TRANSITION ZONE BETWEEN NEW FFE 982'-3" AND EXISTING SLAB FFE

BOTTOM OF TRUSS

NEW GWB WALL WITH REVEALS, TYP

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

NEW GWB BULKHEAD/SOFFIT OPERABLE PARTITION

2018-1128

COORDINATE WITH OWNER'S SIGNAGE REQUIREMENTS PROVIDE BLOCKING

P7 P7

2018-0413

OPERABLE PARTITION

DATE

2018-0302

EXPOSED STEEL. PAINT TO MATCH ADJACENT WALL

LIGHT FIXTURE RE: ELECTRICAL

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

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

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

50'W 4 PANEL HORIZONTAL SLIDING HANGER DOOR BEYOND

SIM

3'-0"

EXIT SIGN RE: ELEC

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

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"

3'-9"

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

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

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"

A8.00

ADMINISTRATIVE

BACK OF HOUSE

2 25' - 0"

22' - 6"

28' - 0"

6' - 0"

29' - 6"

BOH & SERVICE CIRCULATION SUPPLY 56 SF

MECH. 184 SF

FOOD AND BEVERAGE

SERVICE ELEVATOR

LINEN 113 SF

GUESTROOMS LANDSCAPING

ENG./SHOP 181 SF

MEETING AREA

STORAGE 88 SF

PUBLIC (ALTERNATE) WATER FEATURE

LIFT STATION CONTROL PANEL

RETAIL SERVICE VERTICAL CIRCULATION

A KITCHEN 991 SF

HK OFFICE 65 SF SERVICE CORRIDOR

PUBLIC

PUBLIC VERTICAL CIRCULATION

STAIR 2

LAUNDRY 706 SF

28' - 0"

CORRIDOR

EXPO KITCHEN (OPTIONAL)

28' - 0"

WATER FEATURE WALL

TERRACE WATER FEATURE

14% SLOPE

COURTYARD 2949 SF

8% SLOPE

C DINING ROOM 3260 SF STAIR 1

CARTS 105 SF MEN'S RESTROOM 242 SF

WOMEN'S RESTROOM 247 SF

BAR

POOL ELEV. HOST

LOUNGE 2001 SF PEDESTRIAN ENTRY 338 SF LOBBY 1807 SF

SHARED SIDEWALK ENTRYWAY 604 SF DN

LIBRARY 525 SF

MAIN ENTRANCE

12' - 0"

GUEST ELEVATORS COVERED ENTRANCE

CONFERENCE ROOM 360 SF

GENERAL MANAGER 176 SF

ADMIN 363 SF

28' - 0"

OPTIONAL WATER FEATURE AREA

BAR 28' - 0"

PAVERS

BOARD ROOM 179 SF DN

ADA RAMP

F WATER FEATURE

LEVEL 1

14 MARCH 2017 I N T E R I O R S

THE ADAM HOTEL

20'

40'

DELRAY BEACH, FLORIDA

LEVEL 1 FLOOR PLAN 1

ADMINISTRATIVE

2 25' - 0"

BACK OF HOUSE

22' - 6"

28' - 0"

9 29' - 6"

SERVICE CORRIDOR

SERVICE ELEVATOR

CORRIDOR

6' - 0"

BOH & SERVICE CIRCULATION

STAIR 2

FOOD AND BEVERAGE FITNESS CENTER 1041 SF

GUESTROOMS

BALCONY A

28' - 0"

LANDSCAPING

DOUBLE QUEEN

CORRIDOR

MEETING AREA

GREEN TRAY ROOF

PUBLIC

BALCONY J

PUBLIC (ALTERNATE) PUBLIC VERTICAL CIRCULATION SERVICE VERTICAL CIRCULATION

DOUBLE QUEEN

STUDIO KING A

DOUBLE QUEEN

STUDIO KING A

DOUBLE QUEEN

STUDIO KING A

DOUBLE QUEEN

BALCONY B

28' - 0"

DOUBLE QUEEN

STUDIO KING A GREEN TRAY ROOF

TERRACE WATER FEATURE

DOUBLE QUEEN

28' - 0"

BALCONY A

RETAIL

ADA STUDIO KING

DOUBLE QUEEN

STAIR 1 DOUBLE QUEEN GUEST ELEVATORS

ELEC. 166 SF

STUDIO KING A

I.T 50 SF

HK STOR. 204 SF

POOL ELEV.

DOUBLE QUEEN

BALCONY G

ICE 62 SF

DOUBLE QUEEN

CORRIDOR

D 12' - 0"

A RC H IT E CT U RE P L A N N I N G

ADA DOUBLE QUEEN

DOUBLE QUEEN

28' - 0"

DOUBLE QUEEN

CORNER SUITE B

CORNER SUITE A

F BALCONY D

BALCONY C BALCONY A

FIRST FLOOR

14 MARCH 2017 A RC H IT E CT U RE P L A N N I N G I N T E R I O R S

THE ADAM HOTEL

LEVEL 2

20'

40'

DELRAY BEACH, FLORIDA

TYPICAL FLOOR PLAN

J A N

I D G

NORTH ELEVATION MATERIALS A B C D E F G H I J K L M N O P

EXTERIOR BUILDING SIGNAGE (BY OTHERS) HOLLOW METAL FRAME DOOR - PAINTED RESEMBLE WOOD PILASTER CFRC COLUMN STOREFRONT FRAMING ASSEMBLY STUCCO STONE VENEER METAL SHUTTERS TO RESEMBLE WOOD METAL RAFTER TO RESEMBLE WOOD METAL ROOF COLOR TBD FABRIC AWNINGS METAL GUARDRAIL GLASS GUARDRAIL STUCCO HORIZONTAL BAND LOW E GLASS BANNER SIGN

F N K O B L

I D G

EAST ELEVATION

THE ADAM HOTEL

EXTERIOR ELEVATION

DELRAY BEACH, FLORIDA

20'

40'

J F N H P

L I D G

SOUTH ELEVATION

MATERIALS A B C D E F G H I J K L M N O P

J F

N K O L

WEST ELEVATION 14 MARCH 2017 A RC H IT E CT U RE P L A N N I N G I N T E R I O R S

THE ADAM HOTEL

EXTERIOR ELEVATION

30'

60'

DELRAY BEACH, FLORIDA

1 A-202

1.2

2.8

1 / A-402

PFVS

1 / A-401

SPRINGHURST_HOTEL 10

12.4

15.4

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

MECH. 116

107

TPS - STUDIO 'A' 112

TPS - STUDIO 'A' 114

6' - 0"

50' - 3 1/4" 2

A-303

TPS - DOUBLE QUEEN 'A' 110

105A

SALES 104

VESTIBULE 101

4 3' - 2 1/2"

11' - 4"

G 2' - 0"

13' - 3 1/2"

2' - 0"

F 13' - 3 1/2"

2' - 0"

2 11' - 4" 3

A-302

12' - 0 1/2"

A-300

A-306

ELEVATOR LOBBY 137

155A

FFIS - KING 'A' 139

A-306 2

A-301

10X10 WOOD POST

1A A-421

A-303

ACCESSIBLE FFIS - KING 142

FFIS - KING 'A' 141

WOOD TRELLIS ABOVE SEE A-121

1 A-424

FFIS - KING SUITE 146

1 A-201

5' - 10"

8" 6' - 6" 27' - 2"

7' - 4 1/2"

EXTERIOR LOW WALL SEE SHEET A-100

FFIS - KING SUITE 144 CORRIDOR 155

FFIS - KING 'A' 145

2" RECESS

D.9 E

2 A-202

5' - 10"

1 / A-402

1 / A-401

FFIS - KING 'A' 143

2" RECESS

CANOPY ABOVE SEE A-121

A-300

1 A-300

7' - 4 1/4"

A-301

B.9

A-121 6

PORTE COCHERE

6' - 0" E

2' - 0" 3

6' - 0"

3' - 7"

FITNESS 156

FFIS QUEEN/QUEEN 'A' 140

133B

133A

A.1 2' - 0"

157

156B

101A A.1 1A A-414

156A

138

7' - 4 1/2"

7' - 8"

7' - 4 1/2"

5' - 10"

FFIS - KING 'A' 147

13' - 2 1/2"

ACCESSIBLE FFIS - KING SUITE 148

5' - 10"

9' - 0 1/4"

2 1

STAIR #2 1S2

3' - 10 7/8"

A-305

155B 4

40' - 1"

5' - 10" 3

5' - 10"

FFIS - KING 'B' 153

13' - 5"

FFIS QUEEN/QUEEN 'A' 154

7' - 4 1/2"

FFIS - KING 'B' 151

13' - 2 1/2"

A-300

FFIS QUEEN/QUEEN 'A' 152

1 A-703

1S2

Q 9' - 6 7/8"

A-300

M 13' - 2 1/2"

FFIS - KING 'B' 149

7' - 4 1/2"

FFIS QUEEN/QUEEN 'A' 150

3 A-425

Description:

21' - 10"

7' - 2"

104

2' - 0"

ELEV. 2

CORRIDOR 133

101B

WORK 105

2" RECESS

OFFICE 106

3' - 6 5/8" M

CORRIDOR 138

ELEV. 1

ELEC. 157

J 158B

136

BREAKFAST AREA 134

REG. 103

IT 107

5' - 2"

6' - 0"

3' - 8 5/8"

GUEST LAUNDRYFD 136

135

F.8

FOOD PREP 135

105B

106

3' - 0"

F.4

2" RECESS

LOBBY 102

E.5 F

LOUNGE 131

115

116A

1 A-819

FAMILY 159

Date:

01.31.2017 Permit Set 02.22.2017 Permit Response 04.10.2017 Construction Set

124

159

1 2

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.

4/10/2017 10:50:14 AM

2. ALL WINDOW TYPES ARE TYPE 'A' FOR TPS AND TYPE 'B' FOR FFIS U.N.O.

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 1

STAMP CONCRETE WITH HERRINGBONE PATTERN

PRE MANUFACTURED OUTDOOR FIRE PIT

EYE WASH STATION

HOSE BIBB

1 HOUR RATED PARTITION

OUTDOOR GRILL

2 HOUR RATED PARTITION

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 1/2"

25' - 11 1/2"

18' - 4"

5' - 2 1/2"

5' - 8"

23' - 1 1/2"

56' - 5 1/2"

14.1

Job Number

NORTH

A-101

FIRST LEVEL FLOOR PLAN SCALE: 1/8" = 1'-0"

REF: A-121

FIRST LEVEL FLOOR PLAN

6 A-300

SPRINGHURST, KENTUCKY

20' - 10"

23' - 0"

A-201

SHOWER

DINNING 132

11' - 6 7/8"

CORNER MARKET 128

INDOOR POOL 158

FOR

JAN 115

QUICK PRINT

2" RECESS

DUAL BRAND HOTEL

116B

STORAGE 124

WHITE LODGING SERVICES

3' - 1 3/8"

ENG. 122

127

3' - 10 5/8"

POOL EQUIP. 160

CORRIDOR 111

117B

161

F.1

126

6' - 0"

160

130B

125B

122

121

SERVICE CORRIDOR 117

F.1

POOL DEHUMIDIFIER 161

6' - 0"

120

117A

9' - 0"

TOWNE PLACE SUITES/FAIRFIELD INN & SUITES

1' - 3"

LAUNDRY 121

6' - 4"

7' - 2"

158A

9' - 0"

E.1

6' - 0"

8' - 0"

123A

7' - 1 1/2"

10' - 1"

1AS1

6' - 8"

2 A-305

7' - 2" I

27' - 1"

MEN 127

24' - 0 3/4"

WOMEN 126

6 A-300 9' - 3"

VESTIBULE 130

LINEN 120

1S1

1 A-305 47' - 3"

6' - 0"

MECH. 125

BREAK ROOM 123

119

79' - 4 1/2"

CANOPY ABOVE

1 130A

26' - 7 1/2"

11 1/4"

REF.

123B

129

19' - 3"

6' - 11 5/8"

HK OFFICE 119

STAIR #1 1S1

7' - 2"

5' - 10"

D.3 2

6' - 4 1/2" 4"

3' - 2 7/8"

1' - 2"

D.1

LUGGAGE 129

A-300

1 A-702

15' - 3 1/2"

A-300

ELEC. 118

118A

5' - 2 7/8"

5' - 2 1/2"

62' - 6 1/2"

C D

1' - 2" 10' - 3 3/8"

4' - 6" 20' - 8"

1' - 2"

B.9

10' - 4 1/2"

49' - 9 1/2"

12' - 0 1/2"

8' - 1"

2 A-304

1 18' - 4 1/4"

B.1

2' - 2 3/4"

4' - 11"

13' - 2 1/2"

16' - 2 1/2"

15' - 3 1/2"

1 A-304

125A 118B

15' - 3 1/2"

7' - 4 3/4"

45' - 9 1/2"

15' - 3 1/2"

A.2 B

250' - 1 1/2"

15' - 6 1/2"

5' - 10"

31' - 1"

15' - 3 1/2"

13' - 2 1/2"

15' - 3 1/2"

160' - 2 1/8"

28' - 10 7/8" 33' - 9 1/4"

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

FAIRFIELD INN & SUITES 21 GUESTROOMS

A-202

A RCH I T E CT U RE

P L A N N I N G I N T E R I O R S

31' - 0 1/2"

15' - 3 1/2"

30' - 1"

A-304

3' - 1" 4' - 11 7/8"

5' - 10"

8' - 5"

15' - 3 1/2"

45' - 9 1/2" 5' - 10"

5' - 0"

5' - 5 7/8"

5' - 10"

8' - 5"

5' - 10"

A-702

15' - 3 1/2"

4' - 2 1/2"

1B A-414

5' - 6"

15' - 3 1/2"

13' - 2 1/2" 3' - 11 1/2"

75' - 11 1/2"

5' - 10"

4' - 5 1/2" 4' - 11 7/8"

5' - 10"

8' - 5"

5' - 10"

10' - 5 7/8"

5' - 10"

8' - 5"

5' - 10"

10' - 5 7/8"

5' - 10"

13' - 2 1/2"

MTL COPING

OVERFLOW SCUPPER BELOW

A-300

A-305

13' - 5"

26' - 11"

3' - 11 1/2" 5' - 10"

26' - 4 1/2"

7' - 4"

5' - 10" 3' - 11 1/2"

MTL COPING

A-300

13' - 2 1/2"

3' - 5"

5' - 10"

7' - 4"

5' - 10" 3' - 11 1/2"

OVERFLOW SCUPPER BELOW

A-305

A-300

1A A-426

MTL COPING

R.D.

CANOPY BELOW

OVERFLOW SCUPPER BELOW

R.D.

GUTTER

TPS - STUDIO 'A' 207

ELEV. 3

TPS - STUDIO 'A' 209

TPS - DOUBLE QUEEN 'A' 211

TPS - DOUBLE QUEEN 'A' 215

TPS - DOUBLE QUEEN 'A' 213

TPS - DOUBLE QUEEN 'B' 217

TPS - STUDIO 'A' 219

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 6 A-820 QUEEN/QUEEN 'A' 233 5

FFIS QUEEN/QUEEN 'A' 235

23' - 0"

5' - 10"

1A A-414

ACCESSIBLE TPS - ONE BEDROOM 205

15' - 3 1/2"

16' - 1 1/2" 10' - 5 7/8"

A-304

2" 11' - 3 3/8"

6' - 8"

15' - 6 1/2"

24' - 2 1/4"

5' - 10" 1 1 A-417

15' - 3 1/2"

5' - 2" 2' - 0"

1' - 1"

15' - 3 1/2"

4' - 2" 3' - 0"

15' - 3 1/2"

A-300

A #

Date:

Description:

01.31.2017 Permit Set 02.22.2017 Permit Response

23' - 0"

15' - 6"

3 A-306

27' - 0 3/4"

9' - 10" 5' - 10"

ACCESSIBLE FFIS - KING 242

FFIS - KING 'A' 241

FFIS - KING SUITE 244

FFIS - KING 'A' 243

4' - 4" 1 A-423

2 A-121

CORRIDOR 238

FFIS - KING SUITE 246

1 A-201

FFIS - KING 'A' 245

7' - 4"

7' - 8"

13' - 2 1/2"

FFIS QUEEN/QUEEN 'B' 250

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

HEARING IMPAIRED

13' - 2 1/2"

2S2

EXTERIOR CONVENIENCE OUTLET FD

40' - 1"

5' - 10" 7' - 4" 3 A-305

13' - 5"

WINDOW DESIGNATION - SEE SHEET A-602

FFIS - KING 'B' 253

3' - 11"

2. ALL WINDOW TYPES ARE TYPE 'A' FOR TPS AND TYPE 'B' FOR FFIS U.N.O.

FFIS QUEEN/QUEEN 'B' 254

DOOR DESIGNATION - SEE SHEET A-601

FLOOR DRAIN

8' - 0"

1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.

FFIS - KING 'B' 251

LEGEND 101

A-300

FFIS QUEEN/QUEEN 'B' 252

5' - 10"

A-300

GENERAL NOTES

7' - 4"

5' - 10"

FFIS - KING 'B' 249

13' - 2 1/2"

4' - 0"

5' - 10"

FFIS - KING 'A' 247

3' - 7 1/2"

ACCESSIBLE FFIS QUEEN/QUEEN SUITE 248

1 A-429

1 A-306

NON-RATED PARTITION 1 HOUR RATED PARTITION

STAIR #2 2S2

3 A-703

7' - 11 1/2"

2 HOUR RATED PARTITION

28' - 1 1/2"

5' - 2 1/2"

23' - 1 1/2"

1' - 0"

CONSTRUCTION DOCUMENT Sheet Title:

SECOND LEVEL FLOOR PLAN Job Number

A-102

SECOND FLOOR PLAN SCALE: 1/8" = 1'-0"

REF: A-121

16009

Scale As indicated Drawn: JB Checked: KKL Date: 04/10/2017

6 A-300

4/10/2017 10:51:15 AM

1A A-411

A-301

13' - 2 1/2"

3' - 5"

A-300

DOWN SPOUT

SPRINGHURST, KENTUCKY

1 A-415

1 A-422

FOR

2 A-301 2 A-300

FFIS - KING 'A' 239

A-121

DUAL BRAND HOTEL

GUTTER

3" 3

GUTTER

FFIS QUEEN/QUEEN 'A' 240

5' - 10"

2 A-306

WHITE LODGING SERVICES

1 A-302

TOWNE PLACE SUITES/FAIRFIELD INN & SUITES

2 A-302

5' - 10" 7 1/2"

OVERFLOW SCUPPER BELOW

MTL COPING

1 A-300

13' - 2 1/2"

1 A-303

4' - 6 7/8"

13' - 2 1/2"

7' - 8 3/4"

D.3

13' - 2 1/2"

OVERFLOW SCUPPER BELOW

FFIS - KING 'C' 237

ELEV. 2

TPS - STUDIO 'C' 228

1 A-412

DOWN SPOUT

A-303

TPS - STUDIO 'A' 226

TPS - STUDIO 'A' 224

7' - 4"

5' - 10"

TPS - STUDIO 'A' 222

5' - 10"

TPS - STUDIO 'A' 220

D.1

7' - 4"

ACCESSIBLE TPS - DOUBLE QUEEN 218

ELEC. 232

5' - 10"

8' - 5"

TPS - DOUBLE QUEEN 'A' 216

11' - 4 3/16"

5' - 10"

TPS - DOUBLE QUEEN 'A' 214

1' - 11"

5' - 5 1/2"

TPS - DOUBLE QUEEN 'A' 212

65' - 6 1/2"

1' - 0"

TPS - STUDIO 'A' 210

ELEVATOR LOBBY 234

ELEV. 1

12' - 6"

TPS - STUDIO 'A' 208

28' - 2"

TPS - STUDIO 'B' 206

TPS - STUDIO 'B' 204

5' - 2"

23' - 0"

2 A-701 232

18' - 7 1/2"

D.3

A-201

3' - 2 1/2"

5' - 2 1/2"

5' - 9 1/2"

230

3' - 9 1/2"

ICE 230

CORRIDOR 203

7' - 4"

5' - 10"

D.1

202

5' - 2 1/2"

2S1

47' - 7 1/8"

5' - 2 1/2"

4' - 1 1/4" 3' - 6"

H.K. 202 STAIR #1 2S1

3 A-702

NORTH

A-102

ISSUE FOR CONSTRUCTION

EXTERIOR FINISHES

A RCH IT E CT U RE

EF-1

MATERIAL: MANUFACTURER: COLOR/FINISH:

EXTERIOR INSULATION FINISH

EF-2

MATERIAL: MANUFACTURER: COLOR/FINISH:

EXTERIOR INSULATION FINISH

EF-3

MATERIAL:

EXTERIOR INSULATION FINISH SYSTEM DRYVIT BONE WHITE

A-303

A-305

2 A-306

EXTERIOR INSULATION FINISH SYSTEM DRYVIT #4708 CELERY SEED

2 A-203

ROOF ELEMENT

HIGH PARAPET 54' - 8"

EF-2

EXTERIOR INSULATION FINISH SYSTEM DRYVIT #458 PARFAIT

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

TBD COLOR TO MATCH BR-2

EF-1

MATERIAL: MANUFACTURER: COLOR/FINISH:

ALUMINUM TBD CLEAR-ANNODIZED

EF-2

MC-3

AL-1

DECK BEARING 43' - 4"

FOURTH LEVEL 34' - 8"

EF-5 EF-5

EF-3

EF-6

THIRD LEVEL 25' - 4" EF-1

TBD COLOR TO MATCH EF1

TBD COLOR TO MATCH EF2

SECOND LEVEL 16' - 0"

A-121

EF-1

EF-2

EF-1

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.

A-201

LOW WALL AND PIER WITH CAST STONE CAP

NOTE: ALL WINDOW ARE TYPE 'B', UNLESS NOTED OTHERWISE.

WEST ELEVATION SCALE: 1/8" = 1'-0"

REF: A-101

ROOF ELEMENT 1

A-303

A-302

SIGN TOWER 58' - 8"

1 A-301

2 A-303

1 A-203 SIGNAGE

MC-4

A-306

1 A-306

AVERAGE BLDG HEIGHT = 53'-0"

HIGH PARAPET 54' - 8"

EF-6 LOW PARAPET 48' - 8"

MC-2 MC-1

MC-3

EF-1 DECK BEARING 43' - 4"

EF-5 C EF-3

FOURTH LEVEL 34' - 8" AL-1

GENERAL NOTES

SPRINGHURST, KENTUCKY

FIRST LEVEL 0" STEEL/GLASS ENTRANCE CANOPY BY OTHERS

FOR

PT-3

Description:

MC-3

PT-2

Date:

01.31.2017 Permit Set

LOW PARAPET 48' - 8"

MC-1

SF-1

EF-6

DUAL BRAND HOTEL

MATERIAL: MANUFACTURER: COLOR/FINISH:

AL-1

WHITE LODGING SERVICES

MATERIAL: MANUFACTURER: COLOR/FINISH:

EF-6

EXTERIOR INSULATION FINISH SYSTEM CONTROL COLOR #627A - TWILIGHT GRAY

TOWNE PLACE SUITES/FAIRFIELD INN & SUITES

MATERIAL: MANUFACTURER: COLOR/FINISH:

EF-5

I N T E R I O R S

WIRE CUT, CRIMSON

MANUFACTURER: COLOR/FINISH: EF-4

P L A N N I N G

WIRE CUT, MARBLE GRAY

EF-4

THIRD LEVEL 25' - 4" SF-1 EF-5

AL-1

EF-6

SECOND LEVEL 16' - 0" EF-1

EF-2

EF-2 EF-2

EF-1 F

CONSTRUCTION DOCUMENT

EF-2

Sheet Title:

9' - 2"

FIRST LEVEL 0" ARCHITECTURALOUVER - PAINT

STEEL/GLASS ENTRANCE CANOPY W/ STONE BASE

AUTOMATIC SLIDING ENTRANCE

TRELLIS OVER PATIO

4/10/2017 10:57:07 AM

A-201

SOUTH ELEVATION SCALE: 1/8" = 1'-0"

REF: A-101

NOTE: ALL WINDOW ARE TYPE 'A', UNLESS NOTED OTHERWISE.

BUILDING ELEVATIONS Job Number

16009

Scale

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

MATERIAL:

EXTERIOR INSULATION FINISH SYSTEM DRYVIT BONE WHITE

MATERIAL: MANUFACTURER: COLOR/FINISH:

EF-6

MATERIAL: MANUFACTURER: COLOR/FINISH:

EXTERIOR INSULATION FINISH SYSTEM CONTROL COLOR #627A - TWILIGHT GRAY

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

D.3 D.1 D

3 A-203

HIGH PARAPET 54' - 8"

MC-2 EF-2

MC-3

LOW PARAPET 48' - 8"

EF-6

TBD COLOR TO MATCH EF1

MC-1

TBD COLOR TO MATCH EF2

MC-3

MAIN PARAPET 46' - 8"

EF-3

DECK BEARING 43' - 4"

EF-5

SIGNAGE

EF-3

FOURTH LEVEL 34' - 8"

EF-4

TBD COLOR TO MATCH BR-2

EF-6

GENERAL NOTES

4. 5.

THIRD LEVEL 25' - 4"

AL-1

SECOND LEVEL 16' - 0"

EF-1 SF-1

EF-2

EF-1

FIRST LEVEL 0"

WITH TINTED GLAZING

A-202

2 A-305

12.4

SCALE: 1/8" = 1'-0"

REF: A-101

MC-4

A-301

EF-6

EAST ELEVATION

ROOF ELEMENT

SIGNAGE

A-305

A-304

MC-1 INT PARAPET 50' - 8"

MC-3

MC-2

EF-3

MC-3

MC-2

MC-3 AL-1

Description:

A-303

A-305

EF-6

Date:

01.31.2017 Permit Set

EXTERIOR INSULATION FINISH SYSTEM DRYVIT #458 PARFAIT

SF-1

AL-1

EXTERIOR INSULATION FINISH SYSTEM DRYVIT #4708 CELERY SEED

DECK BEARING 43' - 4"

EF-4

EF-5

MAIN PARAPET 46' - 8"

MANUFACTURER: COLOR/FINISH: EF-5

SPRINGHURST, KENTUCKY

MATERIAL:

WIRE CUT, CRIMSON

FOR

MANUFACTURER: COLOR/FINISH: EF-4

I N T E R I O R S

WIRE CUT, MARBLE GRAY

DUAL BRAND HOTEL

EF-3

EXTERIOR INSULATION FINISH

WHITE LODGING SERVICES

EF-2

MATERIAL: MANUFACTURER: COLOR/FINISH:

TOWNE PLACE SUITES/FAIRFIELD INN & SUITES

EF-1

EF-4 FOURTH LEVEL 34' - 8" EF-3 EF-6

EF-6

AL-1 EF-6

EF-5

SCUPPERS

EF-1 EF-2

EF-2

EF-1

EF-2

EF-2 E

FIRST LEVEL 0"

4/10/2017 10:57:32 AM

EF-1

AUTOMATIC SLIDING ENTRANCE

A-202

ARCHITECTURAL LOUVER - PAINT

NORTH ELEVATION SCALE: 1/8" = 1'-0"

REF: A-101

NOTE: ALL WINDOWS ARE TYPE 'A', UNLESS NOTED OTHERWISE.

Sheet Title:

BUILDING ELEVATIONS

PT-1

EF-1

CONSTRUCTION DOCUMENT SECOND LEVEL 16' - 0"

EF-2 SF-1

THIRD LEVEL 25' - 4"

Job Number

16009

Scale

1/8" = 1'-0" Drawn: JS Checked: KKL Date: 04/10/2017

A-202

ISSUE FOR CONSTRUCTION

THESIS_BONES TO BUILT

ENCLOSURE

RIBS

SPINE

5TH YEAR_SPRING STUDIO

STUDY MODELS

ORGANIC MUSUEM OF ART 4TH YEAR_SPRING STUDIO

FRONT ELEVA

B THE ATLANTA BELT

A B

N SITE PLAN

FRONT ELEVATION

SECTION AA

SECTION BB 43

IVAN ALLEN JR BLVD 3RD YEAR_SPRING STUDIO

STUDY MODEL PROGRESSION

WEST ELEVATION

SOUTH ELEVATION

EAST ELEVATION