2018 Portfolio by Amish Patel

Amish Patel | Multi-Disciplinary Designer

(678) 232-3388 amishrpatel09@gmail.com www.amishpatel.strikingly.com

AMAZON HEADQUARTERS 2 [AMAZON HQ 2]

LOCATION | Atlanta, Georgia PHASES OF DESIGN | Conceptual Design Master Planning & Programming TEAM & DURATION | 4 People & 3 Weeks PROJECT DESCRIPTION | Amazon HQ 2 is located right off Buford Highway positioning itself parallel to Interstate 85 and future Marta Lightrail Lines. Having views of Downtown and Buckhead, this is a prime location for a future 50,000 employee increase. Everything from Whole foods, conference center, theater, office space, parks/trails and air pod connector are all located on the Amazon fabric.

LIGHT RAIL TO Peachtree-Dekalb Airport

NORTH CAMPUS STATION

LEN

OX PAR

KW AY

GREENWAY TRAILHEAD STATION

NORTH CAMPUS

W IA R BR

PARKWAY TO Lenox Square/Buckhead

FO BU

VIEW TO Buckhead/Perimeter

W AY

AD RO

IN Cham

BRIDGE CONNECTION TO Interstate 85 Precinct

SOUTH CAMPUS STATION

SOUTH CAMPUS

N.DRUID HILLS STATION

LIGHT RAIL TO Lindbergh Center/City

VIEW TO Midtown/Downtown

BRIDGE CONNECTION TO Childrenâ&#x20AC;&#x2122;s Healthcare / Emory INTERSTATE TO Downtown/Airport

VIEW TO Stone Mountain

INTERSTATE

| AMAZON HEADQUARTERS II MASTER SITE PLAN

| AMAZON HEADQUARTERS II UPPER LEVEL GREEN WAY VIEW

| AMAZON HEADQUARTERS II VIEW TO BUCKHEAD

STEVEN TANGER CENTER FOR THE PERFORMING ARTS [STPAC] LOCATION | Greensboro, North Carolina PROJECT BUDGET | $ 52 Million PHASES OF DESIGN | Design Development Construction Documents TEAM & DURATION | 5 People & 2 Years PROJECT DESCRIPTION | The STPAC will be designed as a 3,000 seat performance venue featuring a balcony and a parterre. It will be equipped to support a wide variety of performance types including Broadway as well as The Greensboro Symphony Orchestra. The theatre will house a state of the art sound system and will have a 70’ wide x 32’ high proscenium.

PLOTTED: 9/20/2017 2:53:35 PM

A 1

A.8

4.5

5.1

12 13

15.3

17 17.1

18.7

19.6 20

22.6

24 24.1 24.3

A 24'-10 5/8"

C C.4

55'-8 3/8"

92'-1"

44'-6 1/8"

40'-0"

43'-2"

56'-5"

24'-4 1/4"

A.8

7'-9 1/2"

A.9

C.6

A-511

A-512

A-513

A-514

A-515

A-516

A-517

A-518

A-519

A-520

A-521

A-522

A-523

A-524

C.7

C.9

C.3

117

16'-0"

A-501

186B

PE-2 EL102

828' - 3"

101D

16'-0"

158

D D

WC 168

E.4 E.6 74'-9"

157

154B

156 6'-6 3/8"

168

S018B

S118

169 DRESS (4-PERSON #3) 169

STAIR No. 18 S118

F.3 F.9

WC 170

170

G G.3

WC 172

172

J 1

J.2

A-403

179 VISITING PRODUCTION 179

181A

CORRIDOR 180

181B

P.6

SLL 181

P.8

11'-0"

SECURITY 182

SE-1 EL103

182

T.3

103B

103A

CLOSET 105

T.4

828' - 3"

U.4

R.6

S117A

T.3 T.4 U U.4 U.5

FIRE PUMP ROOM 147

1 A-122

R.5

3 A-124

U.6 U.8 V

U.5

47'-6 3/4"

15'-0 1/8" 15'-0 1/8"

1 A-123

823' - 0" CATERING PREP 148

TRUCK LANE

148B 148A

R.2

S.6

T.1

ROAD BOX STORAGE 183

15'-0 1/8"

823' - 0"

TRUCK LANE

151C

CORRIDOR 149

TRUCK LANE

LOADING DOCK 184

823' - 0"

150B

145D 146

R.3 R.4

STAIR No. 6 S106

STAIR No. 16 S117B STAIR No. 17 826' - 10" S117

4'-7"

146A

B O MGR 110

B O ASST 109

146B

GROUP SALES 108

828' - 3"

FAMILY WC 143

S106

105

T.1

CORRIDOR 146

R.8

183A FIRE SHUTTER

SLL 151

Q.7

R.7

2 A-124

151B

823' - 0"

825' - 5"

143

819' - 6" UP

Q.6 Q.8

183B

152

147

MENS 142

SLL 145

145B

145C

SERVER CL 111

111

ELEC CL 144 144

145A

106

SUPPORT SPACE 107

108

104

R.1

821' - 2"

VIP WC 141

107

109

18'-6"

BOX OFFICE 104

828' - 3"

141

28' - 3 3/8"

138 WORK ROOM 106

828' - 4 1/4"

REF.

112

101F

BOX OFFICE LOBBY 103

S114

6'-0"

(1) SET STC RATED DOORS. SEE ACOUSTICAL REPORT.

SLL 150

STAIR No. 14 S114

110

8'-0"

114 103C

BREAK ROOM 138

CONCESSION STORAGE 114

128B

22'-6"

CUSTOMER SERVICE 112

101E

151A

824' - 3" RECEPTION 137

150A

91'-2 1/2"

WOMENS 113

E.7 E.8

SOUND CL. 176 12'-4" 176

EDGE OF FUTURE TRAP

STAIR No. 8

A-502

S.1 S.6

IT ROOM 115

R.7 S

167

OPEN OFFICES #1-6 136

STAIR No. 3 S103

WC 166

TECH DIRECTOR 178

63'-3 3/16"

31'-0"

Q.7 Q.8

166

E.2

115

26'-0"

Q.6

175B

PIANO STORAGE 177

STAR #3 165 STAR #4 167

171 DRESS (4-PERSON #4) 171

NE CO WAY OAD BR 823' - 0"

116

E E.1

178

STORAGE 116

P.9

LOWER ORCHESTRA 187

STAIR No. 5 S105

P.6 P.7

BR OAD WAY

N.5

165

STAGE 152

RE COPY 135

WC 164

15'-0 1/4"

16'-0"

9'-0"

50'-0"

134

PE-1 EL101

GRAND LOBBY 101

177

MANAGING DIRECTOR 133

OFFICE #7 134

SOUTH VESTIBULE 186

101C

ADMIN CORRIDOR 128

STAIR No. 4 S104

186A

9'-0"

L M

2'-0 1/2"

13'-1"

31'-0"

A-401 1

53'-1 1/2" 54'-3 1/2"

STORAGE 117

K.5

153A 6 1/2"

J K

124B

132 133

163

174

SLL 175

175A

154A

56'-9"

118

CONFERENCE 132

131

164

STAR #2 163

161

D.9

JAN CL. 173

PRODUCTION MGR. 174

70' - 0"

26'-0"

FIRST AID 118

154

WC 162

173

SLL 153

153C

819' - 6" SLL

160

823' - 0"

162

33'-5 3/4"

119

WOMENS 120

R.1

159

STAR #1 161

126'-6 3/4"

22'-6"

155 S113A STAIR No. 13 S113

130

STORAGE 131

D D.6 GREEN ROOM 160

WC 158

S110B

828' - 4 1/4"

MENS 130

UP 824' - 3"

WC 119

A-504

R.2

STAIR No. 12 WOMENS 129

WC 157

STAIR No. 11

121

CONCESSION STORAGE 121

STAIR No. 2 S102

H.6

SLL 124

WC 156

CLOSET 155

LAUNDRY/WARDROBE & HAIR/MAKEUP 159

5'-4 7/8"

122 JAN CL 122

A-505

H.3

126

101G

G.1

ELEC CL 125 125

C.6 C.7

823' - 0"

153B

8'-0"

MENS 127

STAIR No. 10 S110

124D

101A

124A

101B

828' - 3"

STAIR No. 1 S101

WEST VESTIBULE 102

G.3

102A

C.4

1 A-124

S110A

828' - 3"

124C

F F.3

102B

2 A-811

821' - 3"

FAMILY WC 126

128A

E.6

123

PLAZA 185

1 A-121

129

18'-6"

A-503

CORRIDOR 123

R.3

S109A

R.4

S109B

S101 824' - 6"

E E.2

STAIR No. 9 S109

REF.

D.9

28' - 3 3/8"

2 A-122

1 A-811

R.5

R.6

A-404

D D.6

V.1

A-402

U.6 V

V.1

4.5

5.1

15.3

17 17.1

19.6 20

24.3 24.4 24.7 25 26 27 28 29

W.1 W.7 W.9

W.7 W W.8 X 1 A-102

FIRST FLOOR - LOBBY LEVEL (828'-3") 3/32" = 1'-0"

1 A-549

17'-6"

1 A-532

17'-1"

19'-9"

FOLLOW SPOT ROOM 2M04

32'-0"

20' - 0"

COPY 135

2'-2"

WOMENS 120

30'-2"

REMOVABLE SEATS ON INFILL PLATFORMS, TYP, WHEN HOUSE MIX POSITION NOT IN USE. BY SPECIALTY CONTRACTOR.

2'-2"

1'-11 1/4"

2'-9 1/2" PE-1 EL101

12 A-756

3'-10 3/4"

DIGITAL PROJECTION CLOSET 1M12

AUDIO CONTROL ROOM 1M11

15' - 0"

SUPPLY ROOM 209

F1a

11 A-756

ORCHESTRA PIT 024

808' - 0"

9'-6"

Sim

811' - 6" 1'-0"

PLENUM SPACE IS NOT TO BE USED FOR STORAGE, TYP.

4'-6"

1 A-531

ADMIN CORRIDOR 128

10'-6"

823' - 0"

VENUE

| STEVEN TANGER CENTER OF THE PERFORMING ARTS INTERIOR STAGE VIEW

KEYNOTE LEGEND Key Value

Keynote Text

03 30 00

6'-5"

2nd Floor - Front Balcony (855'-11") 27' - 8" 3"

2nd Floor - Front Balcony (855'-11") 27' - 8"

1HR Spray-on

GENERAL NOTES:

1HR Spray-on

ALL STRUCTURAL MEMBERS - SEE STRUCTURAL

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND LOCATIONS.

8' - 0"

2 6 1/8"

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

9' - 4"

LIGHT FIXTURE, TYP. SEE RCP AND ELECTRICAL

6 1/8"

43A

AUDIO CONTROL ROOM 1M11

1M12

9'-4"

DIGITAL PROJECTION CLOSET 1M12

8'-0"

62B

12' - 1"

1HR Spray-on 1HR Spray-on

2'-9"

1HR Spray-on 1HR Spray-on

Lobby Mezz / Upper Orchestra (843'-7") 15' - 4"

1'-3"

MAINTAIN 1" CLEAR MINIMUM BETWEEN FACE OF CONCRETE WALL AND STUD ACROSS ENTIRE LENGTH OF AUDIO CONTROL ROOM AND LIGHTING CONTROL ROOM

7 3/8"

PAINT PLENUM-SIDE SURFACE OF CEMENT BOARD WITH GLOSS PAINT. JOINTS TO BE STAGGERED. JOINTS AND SEAMS TO BE SEALED WITH POLYURETHANE SEALANT. SEE SPECIFICATIONS.

CORE 8" DIAMETER HOLES BELOW SEATS, CENTER ON SEATING TREAD, TYP.

Lobby Mezz / Upper Orchestra (843'-7") 15' - 4"

1HR Spray-on

8" 1HR Spray-on

06 16 00.F1

3 3/8 " / 12"

9' - 0"

LIGHT COVE, TYP BOTH SIDES, SEE RCP 15'-4"

12'-4 1/2"

43A

05 41 00.D8

9'-0"

09 29 00.D11

1'-3 1/4"

4 1/4"

WOMENS 120

9'-11 5/8"

1 5'-6 1/4"

5 1/2"

1'-0"

4 1/4"

1HR Spray-on

9' - 0" 7'-0"

12'-5 5/8"

1HR Spray-on

41A

PROJECT

PARTITION TO BE TIGHT TO UNDERSIDE OF STEEL FLANGE 09 30 00.B1 03 30 00 ADMIN CORRIDOR 128

31 23 00.B1

1st Floor - Lobby Level (828'-3")

COPY 135

1st Floor - Lobby Level (828'-3") 0' - 0"

8'-0"

07 26 50

0' - 0"

03 30 00

SLOPE PIPE 1% PROVIDE SEALED TERMINATION BAR AT EDGES 12" MINIMUM ONTO FOOTING

07 26 50 31 23 00.B3 07 13 26.C1 07 13 26.A1 31 05 19.A3 33 46 00.A4

REV DESCRIPTION 1 AHJ COMMENTS 1

MM/DD/YY 09/01/17

11C

4'-0"

11B

SEAL VAPOR BARRIER TO SHEET WATERPROOFING 12"X24" WASHED STONE ENCAPSULATED IN GEOTEXTILE FABRIC

This drawing and all prints of it are the property of Rosser International, Inc. Prints are to be returned to Rosser International, Inc. upon completion of use for which they were issued. Reproduction of these drawings without the written consent of Rosser International, Inc. is not permitted and Rosser International, Inc. retains all common law, statutory and other reserved rights, including the copyright thereto.

8'-7"

Cast-in-Place Concrete (See Structural) 3 5/8" Metal Stud w/ Sound Batt Insulation 05 41 00.D8 6" Metal Stud w/ Sound Batt Insulation 06 16 00.F1 1/2" Cement Board 07 13 26.A1 Modified Bituminous Sheet Waterproofing 07 13 26.C1 Molded Drainage Panel 07 26 50 Under Slab Vapor Retarder 09 29 00.D1 5/8" Gypsum Board 09 29 00.D11 5/8" Type "X" Gypsum Board 09 30 00.B1 Porcelain Tile, PT-1 31 05 19.A3 Geotextile Filter Fabric 31 23 00.B1 Gravel 31 23 00.B3 Crushed Stone 33 46 00.A4 Perforated Perimeter Drain Pipe 05 41 00.D5

CIVIL ENGINEER: Davenport Engineering - 30 West Fourth St., Suite 2A, Winston Salem, NC 27101 LIGHTING CONSULTANT: George Sexton Associates - 2121 Wisconsin Ave, NW, Suite 220, Washington, DC 20007 THEATRE/ACOUSTICAL CONSULTANT: ARUP - 77 Water Street, New York, NY 10005 THEATRE PROGRAM. CONSULTANT: Professional Facilities Management, Inc. - 220 Weybosset St., Providence, RI 02903 SIGNAGE CONSULTANT: Jones Worley Design - 723 Piedmont Ave., NE, Atlanta, GA 30308 LANDSCAPE CONSULTANT: Landscape Design Collaborative - 3512 Spricebush Trail, Greensboro, NC 27410 COST ESTIMATOR: Venue - 16307 E. Course Dr., Tampa, FL 33624 COST MANAGEMENT: Skanska - 4309 Emperor Boulevard, Suite 200, Durham, NC 27703

2'-6"

CITY OF GREENSBORO - GREENSBORO, NORTH CAROLINA

STEVEN TANGER CENTER FOR THE PERFORMING ARTS

OWNER: City of Greensboro - 1921 W. Lee Street, Greensboro, NC 27403 DESIGN ARCHITECT: H3 Hardy Collaboration Architecture - 55 Broad Street, New York, NY 10004 ARCHITECT OF RECORD: Rosser International, Inc. - Two Peachtree Pointe, 1555 Peachtree Street, NE, Suite 800, Atlanta, GA 30309 CONST. ADMIN.: Walter Robbs Callahan & Pierce Architects, PA - 530 North Trade Street, Suite 301, Winston Salem, NC 27101 STRUCTURAL ENGINEER: SKA Consulting Engineers - 300 Pomona Drive, Greensboro, NC 27407 MECHANICAL / ELECTRICAL ENGINEER: I.C. Thomasson - 2950 Kraft Drive, Suite 500, Nashville, TN 37204 PLUMBING ENGINEER: Palma & Associates - 222-2 South Swing Rd., Greensboro, NC 27409 F.P. / SITE / FF&E: Moser Mayer Phoenix Associates - 328 East Market St., Ste 200, Greensboro, NC 27401 CODE CONSULTANT: Howe Engineers - 101 Longwater Circle, Suite 203, Norwell, MA 02061

31 23 00.B1

SEAL & SIGNATURE

20-SEP-2017 WORK IN PROGRESS ISSUE

PERMIT SET FOR CONSTRUCTION

ENLARGED PARTIAL BUILDING SECTIONS

OTTED: 9/20/2017 3:52:56 PM

A-501 A-531

ENLARGED SECTION @ CENTERLINE - UPPER ORCHESTRA PLENUM AND ADMIN 3/4" = 1'-0"

07 JULY 2017 DATE: PROJECT No: 12034 DRAWING BY: Author

CHK BY: DWG No:

Checker

A-531

PLACE BLDG DEPT STICKER HERE

1 1/2" = 1'-0"

10 28 13.C5

2'-6" AFF

SEE STRUCTURAL DRAWINGS FOR 09 30 00.B1 ATTACHMENT UNDER STRUCTURE

09 30 00.B1

NOTE: PERPENDICULAR CONDITION DOES NOT REQUIRE SHEET METAL

D 1'-6 3/8"

A-762

FIRE-RATED JOINT SYSTEM, BOTH SIDES

2'-2"

WOMENS 120 - WEST WALL

1/2" = 1'-0"

A-614 A-614

1'-6"

11C

WOMENS 120 - TOILET BAY 1/2" = 1'-0"

NOTES: 1. COORDINATE ALL WALL FINISHES WITH WEST WALLFINISH 1HR Intumescent SCHEDULE AND FINISH PLANS

3'-0" CLR

3'-1"

1/2" = 1'-0"

1/8" SLOPE TO LINEAR DRAIN

3'-1"

3'-2"

22 13 16.B11

3'-1" 1'-6 3/8"

11C

22 13 16.B5

3'-6" 1'-6 3/8" 7

A-762

1'-0"

10 28 13.C3

10 28 13.D1

101G

10 28 13.D1 141

SEE FINISH SCHEDULE FOR FLOOR FINISH / BASE

ACOUSTIC: NON-RATED - 2 LAYER GWB , 1 SIDE - T 1 1/2" = 1'-0"

MM/DD/YY 09/01/17

22 40 00.A16 09 30 00.B2

INTERIOR ELEVATIONS 112 TOILETS

10 28 13.G1

22 47 13 10 28 13.G1

22 40 00.A16 10 28 13.C3

2'-10 AFF

10 28 13.A2

10"

2 A-763

5'-6"

6'-0"

05 52 13 FINISH: RAIL-4 10 28 13.B2

10 28 13.B2

4'-0" MAX

16 50 00.A1 00.A2 FINISH: RAIL-4

101A

80" CLEAR MIN

10 28 13.A2

10 28 13.A3 1A

METAL STUD @ 16" O.C.

METAL STUD TRACK, RUNNER, CONTINUOUS

FOR CONSTRUCTION

09 30 00.B2

09 30 00.B2 4"

5'-2"

WWC-1

ACOUSTICAL SEALANT

PERMIT SET

2'-0"

PNT-1

27" MAX

10 28 13.A3

101B

SOUND INSULATION

2 LAYERS 5/8" GWB

ISSUE

PNT-1

6'-0"

09 30 00.B2

10 28 13.A1

05 41 00.F2

20-SEP-2017 WORK IN PROGRESS

05 73 14

Sim

A-751

PNT-1

10 28 13.A1

Sim

10 28 13.G1

5'-5 7/8" 1A

5'-0"

4'-10"

22 13 16.B5

05 73 14

3'-6"

2'-8"

5'-0" CLR

3'-2" 1'-6 3/8"

10 28 13.A1

09 29 00.M1

SEAL & SIGNATURE

22 13 16.B10

05 41 00.D5

05 73 14

00.A1 16 50 00.A2 FINISH: RAIL- 4

1/2" = 1'-0"

PNT-1

09 29 00.D11

42A

05 73 14

1'-6"

A-614

5'-0" CLR

7'-1 3/4"

METAL STUD @ 16" O.C.

09 30 00.B2

VIP WC 141 - ENLARGED PLAN

1'-6"

10 28 13.A3 10 28 13.A2 10 28 13.C6 6'-5 5/8"

11C

A-614

A-123 A-614

22 13 16.B11

LINEAR FLOOR DRAINS TO BE CENTERED BETWEEN WALLS, U.O.N.

42A

T.4

11 A-707

22 13 16.B3 22 13 16.B3

U.4

PNT-1

12 12

1'-6"

10 28 13.C6 10 28 13.A3 10 28 13.A2

3'-2"

3'-0" CLR

3'-2"

10 28 13.C3

10 28 13.A1

10 28 13.A2 10 28 13.A3

SHOULD A CONFLICT EXIST BETWEEN ANY PLUMBING FIXTURE AND TOILET ACCESSORY, CONTRACTOR TO NOTIFY ARCHITECT FOR DIRECTION PRIOR TO INSTALLATION.

05 52 13 FINISH: RAIL-4

1/8" SLOPE TO LINEAR DRAIN

10 28 13.B2

10 28 13.C4

A-614

10 28 13.A2 10 28 13.A3

15 14 A-614 12

A-762

DOORS TO ACCESSIBLE TOILET STALLS SHALL BE OUTWARD

PLAN DETAIL - LOBBY MEZZANINE - DRINKING FOUNTAIN @ GRID U.4 & 9

1 ACOUSTIC: NON-RATED - 1 LAYER GWB , 1 SIDE - TO STRUCTURE A-131 A-713 1 1/2" = 1'-0" 1 1/2" = 1'-0"

SEE SIGNAGE DWGS FOR LETTERING, TYP

06 40 23.A1 PANEL SEAMS SHOWN

Sim

SHEET

REV DESCRIPTION 1 AHJ COMMENTS 1

CW-1

10 28 13.G1

VIP WC 141

22 40 00.A16

10 28 13.C4

09 30 00.B1

SF-1

1/8" SLOPE TO LINEAR DRAIN

22 13 16.B11

4. STAGGER AND SEAL ALL JOINTS IN ACOUSTIC MULTIPLE LAYER GWB 1'-0 7/8" ASSEMBLIES

1/2" = 1'-0"

10 28 13.D1

T.4

MIRRORS SHALL BE CENTERED OVER SINKS, UNO. ACCESSIBLE TOILETS SHALL MEET REQUIREMENTS OF 2009 ANSI A117.1 AND 2012 NORTH CAROLINA BUILDING CODE.

5. PACK SOUND INSULATION AND ACOUSTICAL SEALANT AROUND ALL OUTLET BOXES AND WALL PENETRATIONS

2'-4 3/4"

2'-2"

141

03 04

SHOULD ANY DISCREPANCY BE FOUND BETWEEN ITEMS NOTED IN THE CONTRACT DOCUMENTS AND APPLICABLE CODES, CONTRACTOR SHALL BRING ITEMS TO THE ATTENTION OF THE 09 29 00.D11 ARCHITECT PRIOR TO ORDERING, FABRICATING, OR INSTALLING 1HR Spray-on TOILET ACCESSORIES, TOILET PARTITIONS, OR PLUMBING FIXTURES.

3. SEAL HEAD AND BASE AIRTIGHT SEE SIGNAGE DWGS FOR LETTERING

PT-2

WOMENS 120 EAST WALL

22 13 16.B11

11C

WOMENS 120 - NIB WALL 3

1/2" = 1'-0" NOTES: 1. COORDINATE ALL WALL FINISHES WITH FINISH SCHEDULE AND FINISH PLANS

SEE FINISH SCHEDULE FOR FLOOR FINISH / BASE

1 1/2" = 1'-0"

A-614 A-614

PNT-1

10 28 13.C4

3'-1"

3'-2" 12

4'-6 5/8"

WWC-1

METAL STUD TRACK, RUNNER, CONTINUOUS

6. USE ONLY SEALANT-FILLED FIRE-RATED JOINT SYSTEMS AT ACOUSTIC WALLS.

1'-3 3/4"

1/8" SLOPE TO LINEAR DRAIN

WOMENS 120 - NIB WALL 4

A-614 A-614

CONTRACTOR TO USE MOISTURE AND MOLD-RESISTANT GWB AT ALL WET WALL LOCATIONS, INCLUDING JANITOR CLOSETS. CONTRACTOR TO USE TILE BACKING BOARD AT ALL WALLS SCHEDULED TO RECEIVE TILE APPLICATION, EXCEPT SHOWERS. CONTRACTOR TO USE CEMENTITIOUS BACKER BOARD AT SHOWERS.

2. USE MOISTURE RESISTANT GWB @ TOILET WALLS AND JAN CL; USE TILE BACKER BOARD AT ALL SHOWER WALLS

ACOUSTICAL SEALANT

PNT-1 09 30 00.A1

05 12 00.L0

A-614 A-614

5/8" GWB

5. PACK SOUND INSULATION AND ACOUSTICAL SEALANT AROUND ALL OUTLET BOXES AND WALL PENETRATIONS.

ACOUSTIC: 2-HR - 2 LAYER GWB, BOTH SIDES - TO STRUCTURE 09 FIRE-RATED 30 00.B1

09 30 00.B1

10 28 13.C5

10 28 13.C4

1/4" = 1'-0"

SEE SHEET G-004 FOR TYPICAL MOUNTING HEIGHTS, LOCATIONS, AND CLEARANCES FOR PLUMBING FIXTURES AND TOILET ACCESSORIES.

PROJECT

3'-2" 3'-2" 22 13 16.B14

A-121 A-605

43A

10 28 13.A3 10 28 13.A2

120 - NIB WALL 2

METAL STUD @ 16" O.C.

4. STAGGER AND SEAL ALL JOINTS IN ACOUSTIC MULTIPLE LAYER GWB 4'-6" ASSEMBLIES

GRAND LOBBY - NORTH ELEVATION 4'-7"

5'-1"

22 13 16.B11 22 13 16.B11

PLOTTED: 9/20/2017 4:48:14 PM

5'-0" CLR

10 28 13.A1

10 28 13.A2 10 28 13.A3

1/2" = 1'-0"

SOUND INSULATION

4'-11"

3'-2"

7 A-614

WOMENS 120 - NIB WALL

3. SEAL HEAD AND BASE AIRTIGHT

2 LAYERS 5/8" GWB, TYPE X, STAGGER JOINTS BY 16" MINIMUM METAL STUD TRACK, RUNNER, CONTINUOUS ACOUSTICAL SEALANT, BOTH SIDES SEE FINISH SCHEDULE FOR FLOOR FINISH / BASE

10 21 13.A1 09 30 00.A1 10 28 13.A2 10 28 13.A3 10 28 13.C6 10 28 13.A1

5'-7 1/4"

10 28 13.C4

A-614 A-614

2. USE MOISTURE RESISTANT GWB @

4'-7"

11C

09 30 00.B1

METAL STUD @ 16" O.C. 1 WOMENS 7 A-614 A-614 1/2" = 1'-0"

1HR Intumescent

05 52 13 TOILET WALLS AND JAN CL; USE TILE FINISH: BACKER BOARD AT ALL SHOWER WALLS RAIL-4

1'-6"

10 28 13.C6 10 28 13.A2 10 28 13.A3

4'-11"

4'-7"

4'-11"

A-614 A-614

09 30 00.B1

METAL STUD 16" O.C.

1'-11SWINGING, 1/8" SELF-CLOSING, AND 32" CLEAR WIDTH, MINIMUM.

1'-7 5/8"

11C

5/8" MTL STUD, REVEAL,3 TYP. ALUM-1 5/8" GWB - 1 SIDE

STAIR - SEE SHT. A-805

MINERAL FIBER SOUND 09 30 00.B1 ATTENUATION BATTS, 2-3 PCF

3'-2"

10 28 13.C4

14 1/2". 1/4"

10 28 13.A3 10 28 13.A2

09 30 00.B1

22 13 16.B14

10 21 13.A1 09 30 00.A1

09 30 00.A1

4'-11"

3'-2"

10 28 13.C5

UL DESIGN U419

10 28 13.B2

3'-1"

10 28 13.A3 10 28 13.A2

A-614

1'-6"

2'-10" AFF

2'-8"

3'-0" CLR

22 40 00.A16

3-5/8" MTL STUD, 2 LAYERS 5/8" GWB, TYPE X BOTH SIDES

4'-7"

09 30 00.A1 10 28 13.C6

SEE REFLECTED CEILING PLANS

1'-5"

4'-10"

6 1/8"

10 21 13.A1 09 30 00.A1 10 28 13.A3 10 28 13.A2 10 28 13.C6

ALIGN

4'-6"

10 28 13.D2

10 21 13.A1 09 30 00.A1 10 28 13.A2 10 28 13.A3 10 28 13.C6 10 28 13.A1

ALIGN

A-614

2'-10 AFF

4'-7"

GENERAL NOTES:

CEILING, SEE 05 12RCP 00.M0 1HR Spray-on

05 52 13 FINISH: RAIL-4

A-751

05 73 14

10 28 13.D2

10 28 13.A2 10 28 13.A3

09 29 00.M1

Sim

CEILING, SEE RCP 2'-6"

10 28 13.E1

17.87Â°

22 40 00.A16

6'-5 5/8"

10 28 13.C6

10 28 13.B2

WWC-1; BOOKMATCH WOOD 09 30 00.B1 GRAIN @ REVEALS

ALIGN

4'-11 1/4"

10 28 13.B2

09 29 00.D11

4'-6 5/8"

10 28 13.B2

Linear Floor Drain - 29 NON-HARDENING 9/16" Length (See Plumbing)ACOUSTIC SEALANT, BEAD Linear Floor Drain - 37 CONTINUOUS 7/16" Length (See Plumbing) 22 13 16.B10 Linear Floor Drain - 57 1/8" Length (See Plumbing) 22 13 16.B11 Linear Floor Drain - 61 1/16" Length (See Plumbing) 22 13 16.B12 Linear Floor Drain - 64 15/16" Length (See Plumbing) UNIT 22 13 16.B14 Linear Floor Drain - 72 13/16" 22 47 13 Length (See Plumbing) 22 40 00.A16 Hammered Copper Lavatory/Counter, OFCI. Contractor to provide steel tube support structure. Refer to lavatory/counter details for more information. 22 13 16.B5

1/2" = 1'-0"

3'-9"

10 28 13.C6

WOMENS 120 - SOUTH WALL

A-614 A-614

10 28 13.C4

PNT-1

10 28 13.E1

10 28 13.B2

10 28 13.C4

09 30 00.B1

10 28 13.E1

4'-10 5/8"

10 28 13.C4

4'-11"

WOMENS 120

3 A-614 2

10 28 13.B2

Sim

22 13 16.B3

16 GA CONTINOUS SHEET METAL ANCHORED TO DECK

05 41 00.F2

10'-4"

3'-0"

6 A-762

10 28 13.C4

2'-10" AFF

Sim

A-762

FLUTES ABOVE SHEET METAL PACKED WITH 2-3 PCF FIBERGLASS

09 29 00.D1

4'-0 3/8"

3'-0"

10 28 13.E1

4'-11"

10 28 13.C4

11C

2'-0 7/8"

22 13 16.B14

SHEET METAL ANCHORED TO DECK

SEE REFLECTED CEILING PLANS

11C

22 40 00.A16 10 28 13.B2

NON-HARDENING ACOUSTIC SEALANT, CONTINUOUS BEAD

10 21 13.A1 GA CONTINOUS 09 3016 00.A1

5'-3 3/4"

11C

DEFLECTION TRACK, CONTINUOUS

FLUTES ABOVE SHEET METAL PACKED WITH 2-3 PCF FIBERGLASS

1'-6"

1/8" SLOPE TO LINEAR DRAIN

22 13 16.B12 22 13 16.B14

DEFLECTION TRACK, CONTINUOUS

11C

1" DEFLECT. GAP

6'-0"

3'-0"

09 30 00.A1

05 41 00.D5

WOMENS 120

Sim

4'-7"

1'-5"

09 29 00.D11

Sim

3'-6"

3'-0"

SHEET METAL = 2.5 D

41A

2'-2 3/4"

3'-0"

09 30 00.B1

STRUCTURE

1/2" = 1'-0"

43A

1'-6"

05 41 00.D5

A-762

A-614

10 28 13.B2

09 29 00.D11

10 28 13.D2

22 13 16.B14

10 28 13.A2 10 28 13.C6

10 28 13.C4

41A

22 13 16.B14 22 13 16.B14

10 28 13.C5

SEE STRUCTURAL DRAWINGS FOR ATTACHMENT UNDER STRUCTURE

SCHEDULED PARTITION

SHEET METAL = 2.5 D

10 28 13.A2

10 28 13.C6

10 28 13.E1

STRUCTURE

WOMENS 120 - NORTH WALL

A-614 A-614

10 28 13.A3 10 28 13.A2 1 7/8" 10 28 13.A1 10 28 13.A3

10 28 13.A3 10 28 13.A2 10 28 13.A1

10 28 13.A2

10 28 13.E1

09 30 00.A1

10 21 13.A1 09 30 00.A1

Sim

8 A-762

FLUTES FILLED WITH 2-3 PCF FIBERGLASS FOR LENGTH OF SCHEDULED PARTITION. SEAL AIRTIGHT WITH NONHARDENING ACOUSTIC SEALANT.

10 21 13.A1

09 30 00.A1

1'-6 1/8" CAROLINA CITY OF GREENSBORO - GREENSBORO, NORTH

1' - 5"

STEVEN TANGER CENTER FOR THE PERFORMING ARTS

2' - 6"

4'-7"

43A

2' - 6"

Key Value Keynote Text FLUTES FILLED WITH 2-3 PCF FIBERGLASS FOR 09 30 00.A1 Ceramic Tile, CT-1 LENGTH OF SCHEDULED 09PARTITION. 30 00.B1 SEAL Porcelain Tile, PT-1 09AIRTIGHT 30 00.B2WITHPorcelain Tile, PT-2 NON10HARDENING 21 13.A1 ACOUSTIC Toilet Partition 10SEALANT. 28 13.A1 36" Grab Bar 10 28 13.A2 42" Grab Bar 10 28 13.A3 18" Grab Bar - Vertical 10 28 13.B2 Automatic Soap Dispenser Countertop-Mounted 10 28 13.C3 Combination Toilet Paper and Seat Cover Dispenser - Recessed 10 28 13.C4 Combination Toilet Paper Seat 09 29 00.D1 SEEand STRUCTURAL DRAWINGS SCHEDULED PARTITION Cover Dispenser with Sanitary FOR ATTACHMENT UNDER Napkin Disposal STRUCTURE Partition-Mounted Dual NOTE: PERPENDICULAR Compartment CONDITION DOES NOT STRUCTURE SHEET METAL 10REQUIRE 28 13.C5 Combination Toilet Paper and Seat 05 41 00.D5 Cover Dispenser with Sanitary Napkin Disposal - ADA Partition-Mounted Dual Compartment 10 28 13.C6 Combination Toilet Paper and Seat Cover Dispenser with Sanitary Napkin Disposal - Recessed 10 28 13.D1 Combination Paper Towel 05 41 00.D5and Waste Receptacle Dispenser Recessed 10 28 13.D2 Paper Towel Dispenser Recessed 09 29 00.D1 10 28 13.E1 Electric Hand Dryer DEFLECTION TRACK, CONTINUOUS 10 28 13.G1 Towel Hook

2' - 6"

ACOUSTIC HEADER DETAIL WHEN PARTITIONS ARE PERPENDICULAR TO FLUTES OF METAL DECK

4'-11"

ACOUSTIC HEADER DETAIL WHEN PARTITIONS ARE PERPENDICULAR TO FLUTES OF METAL DECK

D.9 43A

10 28 13.B2

1 1/2" = 1'-0"

KEYNOTE LEGEND

D.9

10 28 13.B2

1 1/2" = 1'-0"

ALIGN

9/20/2017 4:05:48 PM

35 10

07 JULY 2017 DATE: PROJECT No: 12034 DRAWING BY: Author

CHK BY: DWG No:

Checker

A-614

00.A2 16 50 00.A1 FINISH: RAIL-4

KEYNOTE LEGEND

4' - 1 3/4"

07 54 23 THICKNESS VARIES 05 31 00.A1 4'-1 3/4"

07 72 00.B1

16 50 00.B1

Mezz / Rear Balcony (873'-0") 44' - 9"

FIELD VERIFY HAND RAIL ALIGNMENT WITH EIFS PARAPET HAND RAIL 1HR Spray-on

W.7

07 72 00.B1 08 44 13

07 72 00.B1

Auditorium Catwalk Level (874'-9") 46' - 6"

05 12 00.M0 1HR Spray-on

0512 1200.M0 00.M0 05

1'-9"

1HR Spray-on

09 29 50.A1 09 51 00 12 48 13 31 23 00.B1 31 23 00.B2

/4" 41

Auditorium Catwalk Level (874'-9") 46' - 6"

GENERAL NOTES:

Mezz / Rear Balcony (873'-0") 44' - 9"

ALL STRUCTURAL MEMBERS - SEE STRUCTURAL

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND LOCATIONS.

1HR Spray-on

STRUCTURAL FRAMING - SEE STRUCTURAL 04 42 00.A1 05 41 00.C8

04 42 00.A1 07 27 26 07 21 00.C4 09 29 50.A1 05 41 00.C8 09 29 50.A1

1HR Spray-on 1HR Spray-on

05 73 00.A1

1HR Spray-on

05 73 14 6 A-721

Sim

1HR Spray-on

18' - 10"

3 A-721

26 00 00

2nd Floor - Front Balcony (855'-11") 27' - 8"

855' - 6"

2 A-721

A-781

13'-9"

5 A-725

8 A-721

07 62 00.A0 07 14 13 03 30 00

1HR Spray-on

2nd Floor - Front Balcony (855'-11") 27' - 8"

1HR Spray-on

4 1/4"

3 3/4"

05 41 00.C6

1'-0 3/4"

05 31 00.A1

EOS

6 A-721

854' - 3" TST

1 1/2"

25'-9 1/2"

8" 1'-0"

SEE CIVIL AND LANDSCAPE 08 44 13 Sim

2 A-706

GRAND LOBBY 101

12 48 13 03 30 00 07 26 50 31 23 00.B2

17 A-792

Lobby Mezz /15' Upper - 4" Orchestra (843'-7")

GRAND LOBBY 101

03 30 00 SOUTH VESTIBULE 186

MM/DD/YY

1/2"

BST

1HR Spray-on

9 A-721

DESCRIPTION

07 62 00.A0

1 A-721

03 30 00 05 52 13

05 41 00.C6 08 44 13 07 27 26

05 12 00.L0

25' - 4"

840' - 2"

REV

05 12 00.R0 08 44 13.A1

853' - 2 1/2"

Sim

A-706

08 44 13

2" GAP

05 12 00.B0

1HR Spray-on

05 12 00.M0 Lobby Mezz / Upper Orchestra (843'-7") 15' - 4"

07 27 26.A1

05 12 00.R0 1'-7"

1HR Spray-on

PROJECT

Operating Gallery (854'-0 1/2") 25' - 9 1/2"

08 44 13

07 27 26 09 29 50.A1

03 30 00 Operating Gallery (854'-0 1/2") 25' - 9 1/2"

1HR Spray-on

09 51 00

COLUMN COVER JOINT @ 9'-0" A.F.F. (837'-3")

07 21 00.B4

Operating Gallery (854'-0 1/2") 25' - 9 1/2"

3/4"

1HR Spray-on

Sim

07 42 43 AIR SPACE

1HR Spray-on

2nd Floor - Front Balcony (855'-11") 27' - 8"

STRUCTURAL STEEL TUBE FRAMING WITH POLYEURETHANE COATING SYSTEM STRUCTURAL STEEL COLUMN WITH POLYEURETHANE COATING SYSTEM

07 27 26.A1

1HR Spray-on

1/4" FOAM PROTECTION BOARD 07 14 13.C1 07 14 13

2' - 4"

RED ROSIN SLIP SHEET

PRE-FUNCTION 201

1HR Spray-on

A-706

08 44 13

MTL FLASHING PTD TO MATCH ADJACENT CURTAIN WALL MULLIONS

05 73 00.A2

1 1/8" / 12"

2 A-725

1'-10 1/2"

4 A-751

13'-8 3/8"

1'-4 1/8"

17'-1"

07 14 13.B1 8

1 1/2" 2 1/2"

05 73 00.A2 07 62 00.A0 RED ROSIN SLIP SHEET 07 14 13.B2

PRE-FUNCTION 201

1 1/2"

05 52 13 07 21 00.C4 07 26 50 07 27 26 07 54 23

7 1/2"

2 5/8"

SEAL & SIGNATURE

09 29 00.D1

20-SEP-2017 08WORK 44 13 IN PROGRESS 05 41 00.D2

03 30 00

SEE CIVIL AND LANDSCAPE

07 26 50 31 23 00.B1

1st Floor - Lobby Level (828'-3") 0' - 0"

ISSUE

09 29 00.D1 PERMIT SET FOR CONSTRUCTION

1st Floor - Lobby Level (828'-3") 0' - 0"

COMPACTED SUBGRADE

A-171 A-721

WALL SECTIONS ROOF TERRACE CURB @ GLASS HANDRAIL

1 1/2" = 1'-0"

COMPACTED SUBGRADE 07 JULY 2017 DATE: PROJECT No: 12034 DRAWING BY: Author

CHK BY: DWG No:

A-501 A-541

WALL SECTION - SOUTH WALL @ CENTERLINE 3/4" = 1'-0"

A-504 A-541

WALL SECTION - SOUTH WALL @ LIMESTONE VENEER 3/4" = 1'-0"

2'-10"

05 31 00.A1

05 41 00.C8

1'-6"

Sim

1'-4"

4 A-721

07 54 23 THICKNESS VARIES

Keynote Text Cast-in-Place Concrete (See Structural) 3" Limestone W Shape (See Structural) Composite Steel Floor Deck (See Structural) 6" Metal Stud w/ R-19 Batt Insulation Pipe and Tube Railing Systems R-10 Rigid Insulation Under Slab Vapor Retarder Fluid-Applied Membrane Air Barrier Thermoplastic-Polyolefin Roofing System Roof Anchor Glazed Aluminum Curtain Wall System 5/8" Gypsum Sheathing Acoustical Ceilings Entrance Floor Mat Gravel Compacted Gravel Sub-Base

3'-6"

04 42 00.A1 05 12 00.M0 05 31 00.A1

2' - 3 1/8"

3'-1 1/2"

03 30 00

3' - 1 1/2"

CITY OF GREENSBORO - GREENSBORO, NORTH CAROLINA

4 A-721

STEVEN TANGER CENTER FOR THE PERFORMING ARTS

Key Value

Checker

A-541

PLACE BLDG DEPT STICKER HERE

Sim

A.8

B C

C.4

C.6

C.7

D.6

Grid Iron Level (896'-0 1/2") 67' - 9 1/2"

JOHN MANCUSO, PLEASE ADJUST EDGE OF ROOF SLAB IN STRUCTURAL LIKE THIS.

Auditorium Roof (891'-3") 63' - 0"

Lower Loading Gallery (882'-0 1/2") 53' - 9 1/2"

Auditorium Catwalk Level (874'-9") 46' - 6" Mezz / Rear Balcony (873'-0") 44' - 9"

JOHN MANCUSO, SHOULD A STEEL PLATE BE ADDED HERE TO SUPPORT WALL ABOVE?

JOHN MANCUSO, SHOULD A STEEL PLATE BE ADDED HERE TO SUPPORT WALL ABOVE? HOW FAR SHOULD THE PLATE EXTEND? ARE OUTRIGGERS NEEDED TO SUPPORT THE PLATE?

5 1/2"

2nd Floor - Front Balcony (855'-11") 27' - 8" Operating Gallery (854'-0 1/2") 25' - 9 1/2"

JOHN MANCUSO, PLEASE LOWER STEEL PER RECENT DISCUSSIONS

MATT MAHON, IT APPEARS WE NEED TO EXTEND WALL DOWN AND ADD CEILING LIKE THIS TO ACOUSTICALLY SEAL OFF PLEASE CONFIRM

Lobby Mezz / Upper Orchestra (843'-7") 15' - 4"

BOH Roof (837'-3") 9' - 0"

835' - 6"

H3, PLEASE CONFIRM DESIGN INTENT FOR HEIGHT OF THIS CEILING. IS IT A SECOND ACOUSTIC CEILING AS SUGGESTED WITH THE GREEN LINES AT +835'-6" OR SHOULD IT MERGE WITH THE CURRENT CEILING AT 835'-1"

835' - 1"

1st Floor - Lobby Level (828'-3") 0' - 0"

JOHN MANCUSO, PLEASE JOG CONCRETE RETAINING WALL LIKE THIS

1' - 9 1/4"

10 3/8"

Stage (823'-0") -5' - 3"

KEYNOTE LEGEND Key Value

1'-3 7/8" 2'-6"

12 13

15.3

16.8

2'-3 3/4"

18.7

21.9 22

05 50 00.B2 07 54 23.C1 07 62 00.E1 07 62 00.E4

1'-4 1/8"

7'-3 1/8"

17.1

1'-4 1/8"

2'-9 1/4"1'-1 3/4"

18'-10 1/4"

20'-0"

9'-6"

10'-6"

18'-2 1/2"

1'-9 1/2"

18'-8"

13'-0 3/8"

6'-11 5/8"

13'-9 1/2"

19'-0 1/2"

A-517

A-518

A-519

A-520

A-521

07 72 36.A1

18'-4"

Keynote Text Metal Roof Access Ladder Roof Walkway Pads or Rolls 6" x 4" Scupper and Conductor Head 6" x 10" Scupper and Conductor Head Double-Leaf Acoustic Smoke Vent

A-522

A-523

11.2 11.4

21'-3"

07 62 00.E4

4'-4 3/4"

E E.1

893' - 4" 07 54 23.C1

891' - 9"

3'-7 1/4"

4 1/8"

07 54 23.C1 07 54 23.C1 07 62 00.E4

892' - 2"

07 54 23.C1

1/4 "

892' - 11" 892' - 9"

892' - 7"

2 A-542

908' - 4 1/2"

3 A-554

E.6

908' - 1"

07 72 36.A1

908' - 7 1/2"

5'-1"

07 54 23.C1

2 7/8"

4'-0"

G.1

893' - 6 1/2" 6'-7"

892' - 11"

07 62 00.E1

908' - 1"

908' - 4 1/2"

12 A-725

886' - 7"

3'-5 1/4"

908' - 5 1/2"

886' - 8"

3'-0 7/8" 1'-11 1/4"

F F.3

908' - 5"

893' - 5" 6'-5

8'-1"

E.2

893' - 5"

A-727

A-505

907' - 11 1/2"

908' - 10 1/2"

Sim

9'-0 1/2"

892' - 4"

892' - 2"

05 50 00.B2 1'-5"

D.9

2'-6 7/8"

D.6

892' - 8" 1'-0"

886' - 4" 9'-10"

893' - 2"

907' - 8" 8'-3 7/8"

G.3

886' - 8"

908' - 4 1/2"

886' - 8"

908' - 1"

908' - 7 1/2"

07 62 00.E4

5'-0"

8'-0"

908' - 5 1/2"

07 72 36.A1

908' - 4 1/2"

11'-0"

8'-0"

07 54 23.C1 05 50 00.B2

07 72 36.A1

908' - 1"

908' - 7 1/2" 8 A-727

887' - 3 1/2"

908' - 5 1/2"

908' - 1"

908' - 4 1/2"

12'-0"

910' - 0 5/8" T.O.P.

887' - 3 1/2"

3'-0"

908' - 10 1/2" 894' - 8 5/8"

887' - 5" 1 A-501

12'-0"

887' - 5"

894' - 8 5/8"

907' - 11 1/2"

908' - 5"

3'-0"

887' - 3 1/2"

CLEAR

07 72 36.A1

908' - 1"

910' - 0 5/8" T.O.P.

11'-0"

5'-6" TYP.

908' - 5 1/2"

CLEAR

3'-6"

908' - 7 1/2"

07 54 23.C1 05 50 00.B2

07 54 23.C1 908' - 4 1/2"

P.6

908' - 4 1/2"

908' - 1"

07 72 36.A1

908' - 1"

8'-0"

5'-0"

908' - 7 1/2" 908' - 5 1/2"

907' - 8"

908' - 1"

908' - 4 1/2" 8'-3 7/8"

REV

9'-10" 1'-11 1/4" 5'-1"

886' - 4"

2'-3 1/2"

SEAL & SIGNATURE 892' - 9"

5'-9 3/8"

A-502

908' - 4 1/2"

893' - 3"

908' - 1"

20-SEP-2017 WORK IN PROGRESS

" 6'-10

07 62 00.E1 4'-0"

1'-0"

07 54 23.C1

892' - 2"

892' - 3"

908' - 10 1/2"

REF.

907' - 11 1/2"

908' - 5"

07 62 00.E4

ISSUE

07 54 23.C1

A-554

892' - 8"

891' - 9"

FOR CONSTRUCTION 893' - 4"

07 54 23.C1 13 A-727

RD 07 62 00.E4

21'-3"

A-107 A-172

ENLARGED ROOF PLAN - AUDITORIUM & STAGEHOUSE 3/16" = 1'-0"

PERMIT SET

05 50 00.B2 07 54 23.C1

4'-4 3/4"

4 1/8"

908' - 1"

892' - 7"

886' - 7"

PLOTTED: 9/20/2017 3:03:43 PM

07 72 36.A1

908' - 7 1/2" 908' - 5 1/2"

3'-11 7/8"

892' - 11"

3'-7 1/4"

S.6

T.4

908' - 4 1/2" UP

4 A-726

S.1

T.1

MM/DD

6'-7"

Q.8

886' - 8"

3'-0 3/4"

Q.7

DESCRIPTION

07 62 00.E4

3'-8 1/8"

Q.6

PROJECT

908' - 4 1/2"

887' - 3 1/2"

12'-0"

12'-0" TYP.

STEVEN TANGER CENTER FOR THE PERFORMING ARTS

CITY OF GREENSBORO - GREENSBORO, NORTH CAROLINA

10 10.2

GENERAL NOTES:

01 TOP

MEMBRANE ROOFING SYSTEM - SPOT ELEVATIONS REFLECT OF ROOF, UON.

SEE E.O.S. PLANS FOR DRAIN LOCATIONS.

SCUPPERS, CONDUCTOR HEADS, DOWNSPOUTS, & GUTTERS SEE PLUMBING.

SLAB PENETRATIONS - SEE MECHANICAL & STRUCTURAL.

CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL ROOF PENETRATIONS.

FINAL ROOF ANCHOR LOCATIONS TO BE DETERMINED BY MANUFACTURER.

ROOF LADDERS TO BE PAINTED TO MATCH EIFS FINISH OF WALL THAT HOSTS THE LADDER. COORDINATE WITH EXTERIOR ELEVATIONS, VERTICAL CIRCULATION DETAILS, FINISH LEGEND, AND SPECIFICATIONS.

ENLARGED PLAN - ROOF AUDITORIUM & STAGE 07 JULY 2017 DATE: PROJECT No: 12034 DRAWING BY: Author

CHK BY: DWG No:

Checker

A-172

PLACE BLDG DEPT STICKER HE

CURTAIN WALL, TYPICAL DOOR JAMB

S VARIES

03 30 00 05 31 00.A1 05 12 00.R0 05 12 00.M0

12 48 13

03 30 00

07 26 50

31 23 00.B1

05 12 00.B0

05 12 00.B0 1HR Spray-on

10 1/2"

05 41 00.C8 09 29 00.D5

14 A-722

COMPACTED SUBGRADE

05 41 00.D5 09 29 00.D9

7 7/8 AT DOOR 101 G

Auditorium Catwalk Level WALL SECTIONS (874'-9")

05 12 00.R0

05 12 00.M0 07 JULY 2017 DATE: PROJECT No: 12034 DRAWING BY: Author

CHK BY: DWG No:

Checker

A-543

07 54 23.A1 07 54 23.D1

A-781 A-792

07 54 23.B1 05 30 00.A1

09 291HR 00.D1 Spray-on 6

08 80 00.A1

05 12 00.R0

05 12 00.M0

09 29 00.D1

1HR Spray-on

FULL BED SEALANT

1HR Spray-on

865' - 2"

3" = 1'-0"

GLASS CANOPY HIGH PT

08 44 13

865' - 2" GLASS CANOPY HIGH PT

TRANSITION STRIP BY ENTRANCE MAT MFR.

12 48 13

ROOF DETAIL @ LIMESTONE & TPO7 1/2"

STEEL TUBES (BELOW) PTD TO MATCH ADJACENT CURTAIN WALL MULLIONS - SEE STRUCTURAL

07 92 00.A4 03 30 00

CITY OF GREENSBORO - GREENSBORO, NORTH CAROLINA

2 1/2"

A-501

08 44 13.A1 4 1/2"

CW-2 SSG 7 1/2" CURTAIN WALL, HORIZONTAL MULLION AT SLAB EDGE PLACE BLDG DEPT STICKER HERE

1/2" 2"

CW-2 SSG 7 1/2" CURTAIN WALL, JAMB DETAIL AT EIFS "L" H.3 REV

3" = 1'-0"

DESCRIPTION

MM/DD/YY

07 92 00.A2

H.6

A-781 A-792 05 12 00.A0

7 A-726

09 29 50.A1

CW-2 SSG 7 1/2" CURTAIN WALL, CORNER MULLION P 3" = 1'-0"

07 21 00.B4 07 42 43

05 12 00.L0

07 21 00.B4

7 1/2" 05 40 00.B1

SEAL & SIGNATURE

K K.5

20-SEP-2017 08 80070062 00.A0 IN 08 WORK 44 13 PROGRESS 07 92 00.B2

05 41 00.A5 07 54 23.A1 07 54 23.D1 07 54 23.B1 05 30 00.A1

09 29 00.D1

REV DE 1 AHJ CO

A-784

06 10 54.C1

ISSUE

PROJECT

2" EOS 08 71 00.A4

08 80 00

2'-0"

07 84 00

A-725 05 12 00.M0

T.1

05 58 00

Sim

STEVEN TANGER CENTER FOR THE PERFORMING A

1/2"

10" T/ COLUMN

2'-0"

5 A-727

3/4" = 1'-0"

873' - 5 1/4" BST

07 54 23.A1 07 54 23.D1

ROOF TERRACE GLASS CANOPY SECTION

05 41 00.D2

Sim

07 54 23.B1

5/8"

1/2"

A-141 A-725

FOR CONSTRUCTION

46' - 6"

3/4" = 1'-0"

05 41 00.D5 09 29 00.D9

1st Floor - Lobby Level (828'-3") 0' - 0"

WALL SECTION - EAST WALL OUTER @ BOX OFFICE LOBBY

8 1/8" TYP TPO ROOF @ ROOF ACCESS DOOR

3" = 1'-0"

PERMIT SET

05 12 00.R0 07 24 00 07 27 26 09 29 50.A1 09 29 50.A1 09 29 50.A1

ALUM BATTENS PTD TO MATCH ADJACENT CURTAIN WALL MULLIONS

THICKNESS VARIES

Sim

10 1/4"

2 1/2"

854' - 5 1/2"

05 41 00.C6

04 42 00.A1 07 21 00.C4 07 27 26 06 16 00.D10

GUTTER PTD TO MATCH ADJACENT CURTAIN WALL MULLIONS

08 45 13

CW-1 10 1/2" CURTAIN WALL, INTERIOR DOOR SILL

ISSUE

06 16 00.D10

(855'-11") 27' - 8"

06 16 00.D10

5 A-727

2 1/2"

A-783 A-792

855' - 6 1/2"

08 80 00

06 16 00.D10

SEE CIVIL AND LANDSCAPE

05 41 00.C8

871' - 2 3/4" BST

A-511 A-543

12 A-721

2 1/2"

08 44 13

2'-0"

Mezz / Rear Balcony (873'-0") 08 80 00 44' - 9"

1 7/8"

SEE SCHED.

1'-8" PROJECT

05 31 00.A1

ENTRANCE MAT AND TRANSITION STRIP AT DOORS 101A & 101B

07 54 23.A1

24 A-782 A-792 20-SEP-2017 WORK IN PROGRESS

3"07 54=23.B1 1'-0"

DOOR WIDTH

7 1/2"

2nd Floor - Front Balcony 07 54 23.A1

07 27 26

05 41 00.D2

1HR Spray-on

09 29 50.A1 07 21 00.C4 SEAL & SIGNATURE 04 42 00.A1

1/2"

07 54 23.D1

FLOOR FINISH -07 84 00 SEE SCHEDULE

05 41 00.C8

SEE SCHED.

5/8" 2 1/2"

LOCK

HIGH SLOPE

854' - 8 1/2"

A-704 A-792

08 44 13

MM/DD/YY

Sim

A-721

1' - 8"

08 44 13

03 30 00

CW-1 10 1/2" CURTAIN WALL, DOOR 101 G JAMB AT EIFS

DOOR HT.

873' - 5 1/4" BST

A-704 A-792

06 10 54.B3 06 16 00.D10

2" MIN.

06 10 54.B3 06 16 00.D10 05 41 00.D2

08 71 00.C2 LAP TPO OVER FLUID APPLIED AIR BARRIER

854' - 5 1/2" 7

3' - 1 1/2"

05 41 00.C8

05 41 00.A5 05 41 00.A8 09 29 00.D1

09 29 50.A1

0' - 4"

STOOL TRIM BY CURTAINWALL 03 30 00MFR.

Auditorium Catwalk Level (874'-9") 46' - 6"

29 50.A1 07 920900.B2

09 29 50.A1 05 41 00.C8 07 54 23.A1 05 12 00.M0

DESCRIPTION

08 44 13

ARQUEE TO STEEL DETAIL BOX OFFICE LOBBY 103

REV

BOH Roof (837'-3") 9' - 0"

Sim

2'-0"

80 00

05 12 00.B0 05 41 00.A5 09 29 00.D1

07 24 00.B1 07 27 26

2'-0"

PERFORATED METAL PLATE BEYOND TO MATCH MARQUEE SIGN FINISH, 08 44 13 SIGN MANUFACTURER BY MARQUEE

7 A-721

09 29 00.D1

1 1/2" = 1'-0"

2'-0"

06 10 54.C1

3" = 1'-0"

08 8

05 41 00.C8

Sim

1 1/2" = 1'-0"

2'-0"

10 1/2"

7 7/8"

1'-1 1/2"

05 12 00.L0

A-541 A-725

17 A-792

07 92 00.B2

CW-2 SSG 7 1/2" CURTAIN WALL, DOOR SILL AT ENTRANCE MAT

15'-4"

03 33 00 07 54 23.B1

09 29 00.D1

2'-7"

08 44 13

SOUTH FACADE CANOPY HEAD DETAIL 09 29 50.A1

1'-4" 10 1/2" ROOF TERRACE CURB @ DOOR SILL 4'-0"

2'-0"

09 29 00.D1

05 12 00.L0

10 1/2"

11"

07 92 00.B2

PROJECT

A-781 A-792

05 41 00.A8 06 10 54.B3

7 1/2" 2

A-171 A-726

08 80 00

08 44 13

03 33 00.A1

2 1/2"

1HR Spray-on

MARQUEE SIGN - N.I.C.

07 54 23

10 1/2"

877' - 2"

MARQUEE CLIP ANGLE - N.I.C.

3 1/2" 07 54 23.D1

44 13

05 51 00.B1

S2M24B

AT EXTENDED MULLION

8" MIN.

SEAL AROUND PENETRATION

070792 62 00.B2 00.A0

Sim

FROM ROOF SURFACE

5 A-727

CWP

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND LOCATIONS.

PERMIT SET

08 44 13

08 80 00

FOR CONSTRUCTION

7 1/2"

08 80 00.A1

A-721 A-792

N N.5

2 5/8"

SEE SCHED.

09 29 50.A1

WRAP METAL FLASHING 07 UNDER 95 13.C1 DOOR THRESHOLD

07 92 00.B2

5 1/2"

ALL STRUCTURAL MEMBERS - SEE STRUCTURAL

05 41 00.A2 09 29 00.D1

1HR Spray-on

CWT

DOOR HT.

Lobby Mezz / Upper Orchestra (843'-7") 15' - 4"

7 1/2"GENERAL NOTES:

07 92 00.B2

7 1/2"

Sim

14 A-772

9 3/8"

05 12 00.M0

1HR Spray-on

1/2" LAMINATED GLASS, SLOPING 1/8" : 1'-0" WEST TO EAST

08 44 13.A2

03 30 00

3" = 1'-0"

05 41 00.C6 09 29 50.A1 07 62 00.A0

2'-0"

F.P. LEADER AT DOOR 186A 1'-5 3/8" 07SEE 27 26.A1F.P. DWGS.

SEAL ALL AROUND PENETRATION OF STEEL

2'-0"

S2M24B

09 29 50.A1 07 27 26

1 1/2" = 1'-0"

STAND-OFF, TYP.

1HR Spray-on

CW-2 SSG 7 1/2" CURTAIN WALL, HEAD DETAIL AT ACM 08 44 13

1HR Spray-on

2'-0"

07 24 00.B1

07 27 26 WRAP TPO MEMBRANE 07 24 00 UNDER FLASHING

PLAN DETAIL - TYPICAL EIFS PARAPET END DAM 09 29 00.H1 Sim

None

CW-1 10 1/2" CURTAIN WALL, DOOR HEAD @ DOOR 202A 3" = 1'-0"

A-721 A-792

07 42 43 07 27 26

50'-0"

A-721

ILLUMINATED EXIT SIGN, SEE ELECTRICAL

Operating Gallery (854'-0 1/2") 25' - 9 1/2"

1st Floor - Lobby Level (828'-3") 0' - 0"

07 42 43

10 1/2"

07 92 00.B2

08 45 13 05 12 00.L0

2'-0"

11 A-171 A-725

03 30 00

05 12 00.M0 05 12 00.M0

None

2'-0"

03 30 00 05 31 00.A1

11 1/2"

07 92 00.A4

12 48 13

A-781 A-792

07 14 13

2'-0"

IFS PARAPET END DAM

05 12 00.M0 1HR Spray-on

5 3/4"

03 31 00

05 41 00.C6

07 27 26

07 14 13.C1 07 14 13.A1

T.4

CURB

07 62 00.A0

2 1/2"

07 27 26.A1 07 62 00.A0 DRIP EDGE

1HR Spray-on

T.1

EXTERIOR

08 44 13

05 41 00.D5 09 29 00.D1

08 44 13

2'-0"

CW-1 10 1/2" CURTAIN WALL, JAMB AT DOOR 101G

MTL STUD BOX HEADER

05 12 00.M0

03 30 00 05 31 00.A1

19 A-791

2nd Floor - Front Balcony (855'-11") 27' - 8"

2'-0"

05 41 00.A5

3" = 1'-0" CURTAIN WALL, TYPICAL DOOR HEAD A-704 A-792

INTERIOR

Sim

2'-0"

1HR Spray-on

1'-2 1/8" 08 44 13

PLAZA DECK PAVERS ON

08 80 00 08 80 00.A1 PEDESTAL SUPPORTS

03 30 00 05 31 00.A1

2'-0"

05 41 00.C8

05 31 00.A1

1'-4 1/8"

08 44 13.A2

08 71 00.A408 44 13

2'-0"

1/2"

09 09 292900.D1 00.D1 06 40 23.A1

T.4 3 A-791

FULL BED SEALANT

5/8"

10 1/2"

06 10 54.B2 05 12 00.M0

THICKNESS VARIES

2'-0"

FOUNDERS ROOM 1M24

9'-6"

8 1/8" TYP 09 29 00.M1

RAIN LEADER (BEYOND) - SEE PLBG

1 1/2" = 1'-0"

A-541 A-725

TRANSITION STRIP BY ENTRANCE MAT MFR.

SEE STR

07 54 23.B1

1 1/2" = 1'-0"

2'-0"

05 41 00.C8 06 16 00.D10

STL COLUMN (BEYOND) - SEE STRUCTURAL

ROOF TERRACE CURB @ VERTICAL SHAFT SOUTH CANOPY SUPPORT DETAIL 5

10"

08 44 13

A-512 A-726

Cast-in-Place Concrete (See Structural) Exterior Stone Cladding 3" Limestone Steel Channel (See Structural) Steel Tube (See Structural) W Shape (See Structural) Steel Plate (See Structural) Composite Steel Floor Deck (See Structural) 2-1/2" Metal Stud 09 29 50.A1 4" Metal Stud w/ R-13 Batt Insulation 6" Metal Stud w/ R-19 Batt Insulation 07 21 00.B4 8" Metal Stud w/ R-19 Batt Insulation 2 1/2" Metal Stud w/ Sound Batt07 42 43 Insulation 3 5/8" Metal Stud w/ Sound Batt Insulation 07 21 00.B4 4" Metal C-H Stud w/ Sound Batt Insulation Pressure-Treated Blocking 1/2" Plywood 5/8" Exterior Grade Plywood R-10 Rigid Insulation Exterior Insulation and Finish 07 62 00.A0 Systems Fluid-Applied Membrane Air Barrier Membrane Flashing Tape Composite Wall Panels 07 92 00.B2 Thermoplastic-Polyolefin Roofing Membrane Roof Insulation 1/2" Roof Coverboard Sheet Metal Flashing and Trim 06 10 54.C1 Metal Flashing and Trim 07 71 13 Manufactured Copings 07 71 23.G6 8" x 6" Rectangular Gutter 08 80 00 07 92 00.B2 Backer Rod and Sealant 07 95 13.C1 Caulking ? 08 44 13 Glazed Aluminum Curtain Wall System 08 44 13.A2 Curtain Wall Trim 08 45 13 7 1/2" 09 29 00.D1 2Structured 5/8" Polycarbonate Panel 2nd Floor - Front Balcony Assembly (855'-11") 09 29 00.D1 5/8" Gypsum Board GENERAL NOTES: 27' - 8" 09 29 00.D5 2 Layers 5/8" Gypsum Board 01 ALL STRUCTURAL MEMBERS - SEE STRUCTURAL 09 29 00.D9 3 Layers 5/8" Gypsum Board 02 CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND09 29 00.D11 5/8" Type "X" Gypsum Board LOCATIONS. 09 29 00.M1 1" Gypsum Shaft Liner Panel 09 29 50.A1 5/8" Gypsum Sheathing

7 1/2"

06 16 00.D10

03 30 00 05 31 00.A1

1'-8"

07 27 082644

2'-4"

07 54 23.A1

METAL COPING ABOVE 07 24 00

10 1/2"

07 54 23.A1 07 54 23.D1 07 54 23.B1

06 10 54.C1

07 54 23.A1 07 54 23.D1 T/ STL

09 22 16.13.M6

7 7/8 AT DOOR 101 G

2'-10"

08 80 00

3'-0"

07 24 00.A2 07 21 00.A10 09 29 50.A1 07 27 26

1HR Spray-on

Sim

5 A-727

SEE SCHED.

Sim 14 1HR Spray-on A-722

07 92 00.B2

DOOR HT.

07 92 00.B2

27' - 8"

10"

2" 3/4"

2 1/2" 05 41 00.C8 06 16 00.D10

07 27 26 05 41 00.C8

05 41 00.C8

1 1/2" = 1'-0"

TPO TO LAP OVER AIR & WATER BARRIER

1 7/8"

07 71 13 07 24 00

2 1/2"

2nd Floor - Front Balcony PLAN DETAIL - TYPICAL LIMESTONE PARAPET END DAM (855'-11")

A-171 A-725

07 27 26 09 29 50.A1

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND LOCATIONS.

5/8"

8 1/2"

ALL STRUCTURAL MEMBERS - SEE STRUCTURAL

09 29 00.D11

1/2"

2 1/2"

COLUMN COVER, COLOR TO MATCH ADJACENT CURTAIN WALL MULLIONS

7 1/2"

05 41 00.F2

2 1/2"

1/2"

07 14 13.B1 05 31 00.A1 03 30 00

3'-1 1/2"

Sim

13 A-722

GENERAL NOTES:

S.1

LIGHT FIXTURE CONDUIT WITHIN STRUCTURE - SEE ELEC ALUM SLEEVE PTD TO MATCH ADJACENT CURTAIN WALL MULLIONS

09 29 00.M1 7 1/2"

Pressure-Treated Blocking 03 30 00 5/8" Gypsum Sheathing 5/8" Exterior Grade Plywood 04 42 00 Hot Fluid-Applied Rubberized04 42 00.A1 Asphalt Waterproofing 05 12 00.B0 07 14 13.A1 Drainage Mat 05 12 00.L0 CONT. HANGER CLEAT BY 07 14 13.C1 R-30 Plaza Deck Insulation 05 12 00.M0 GUTTER SUPPLIER - MAT'L & 05 12 00.R0 07 21 00.A10 Batt Insulation FINISH TO MATCH GUTTER 05 31 00.A1 07 21 00.C4 R-10 Rigid Insulation 4" 4" 07 21 00.G1 Rigid Fiberglass Acoustical 05 41 00.A2 Insulation 05 41 00.C6 08 45 13 07 24 00 Exterior Insulation and Finish05 41 00.C6 Systems 05 41 00.C8 07 24 00.A1 2" EIFS, Finish EIFS-1 07 24 00.A2 2" EIFS, Finish EIFS-2 05 41 00.C10 05 12 00.L0 05 12 00.A0 3/4" 3/4" 07 24 00.B1 3" EIFS, Finish EIFS-1 05 12 00.L0 05 41 00.D2 07 24 00.F1 Weep Screed 07 27 26 Fluid-Applied Membrane Air Barrier 05 12 00.L0 07 27 26.A1 Membrane Flashing Tape 05 41 00.D5 07 54 23 Thermoplastic-Polyolefin Roofing 05 41 00.F2 System 07 71 23.G6 07 54 23.A1 Thermoplastic-Polyolefin Roofing 06 10 54.B3 Membrane 06 16 00.D6 12 00.M0 NOTE: 05 40 00.B1 07 5405 23.B1 Roof Insulation 06 16 00.D10 2" PROVIDE POLYEURETHANE 62 00 07 5407 23.D1 1/2" Roof Coverboard COATING SYSTEM ON ALL 07 21 00.C4 EXPOSED STEEL RAIN WHERE INDICATED 07 LEADER 54 23.E1 Termination Bar 07 24 00 ON PLAN - SLOPE GUTTER DOWN 1/4" LEADERS Seam Plate 07/ 10'-0" 54 TO 23.F1 07 27 26 07 62 00.A0 Metal Flashing and Trim 07 27 26.A1 07 71 13 Manufactured Copings 07 42 43 SOUTH CANOPY GUTTER 3 07 92DETAIL 00.B2 Backer Rod and Sealant A-725 A-725 3" = 1'-0" 07 54 23.A1 09 29 00.D1 5/8" Gypsum Board 09 29 00.D11 5/8" Type "X" Gypsum Board07 54 23.B1 09 29 00.H1 Corner 4 7/8" Bead 4 3/8"07 54 23.D1 09 29 00.M1 1" Gypsum Shaft Liner Panel07 62 00 09 29 00.D1 3 09 29 50.A1 5/8" Gypsum Sheathing 07 62 00.A0

08 80 00

7 7/8"

05 73 14

3" = 1'-0"

A-782 A-792

07 71 13

UL JOINT SYSTEM No. HW-D-0631 - OR - EQUALLY APPROVED

853' - 2"

NOTE: PROVIDE POLYEURETHANE COATING SYSTEM ON ALL EXPOSED STEEL

5 5/8"

05 31 00.A1

STEEL TUBE, PAINT TO MATCH ADJACENT CURTAIN WALL MULLIONS SEE STRUCTURAL

05 12 00.L0 05 12 00.L0

853' - 11"

07 71 23.G6

CW-1 10 1/2" CURTAIN WALL, INTERIOR DOOR SILL

10"

VERTICAL POSTS BY CUSTOM ILLUMINATED HANDRAIL MFR, TYP

07 24 00.B1 MESTONE PARAPET END DAM

14 A-721

07 54 23.B1

THICKNESS VARIES

05 73 00.A1

2'-8 1/8"

1 1/2" = 1'-0"

A-173 A-726

05 12 00.L0

SEE SCHED.

CURTAIN WALL, DOOR 101 G JAMB AT EIFS

05 12 00.L0 1/4" STL. PLATE END CAP GRIND WELDS SMOOTH, PNT TO MATCH ADJACENT CURTAIN WALL MULLIONS SEE STRUCTURAL

DOOR HT.

09 29 00 09 29 00.D1 12 48 13 31 23 00.B1

08 45 13

LIGHT FIXTURE05AND 41 00.F3 ATTACHMENT PTD 09 29 00.D11 TO MATCH ADJACENT CURTAIN 09-29 00.M1 WALL MULLIONS SEE ELEC

08 45 13

1/2" GAP TYP

07 54 23.A1

07 54 23.D1 ROOF EAST & WEST CORRIDOR ANGLED

08 71 00.C2

Operating Gallery (854'-0 1/2") 25' - 9 1/2"

1 1/8" / 12"

1/2"

LIMESTONE COPING

05 41 00.A5 05 41 00.A8 09 29 00.D1

08 45 13

05 12 00.M0 1HR Spray-on

2" 4"

05 12 00.M0 07 71 13 1HR Spray-on 07 72 00.B1 08 44 13

8'-8"

07 54 23.A1

1 1/2" / 12"

3/8"

Sim

7 A-726

03 30 00

854' - 5 1/2" 3 A-725

1HR Spray-on

ENTRANCE UNISTRUT MAT BRACKET P1205 AND TRANSITION 1/2" STRIP 854' AT- 5DOORS 101A & 101B

1 2'-4"

854' - 8 1/2"

3'-2 1/2"

05 12 00.L0

FLOOR FINISH SEE SCHEDULE

2'-2"

05 50 00.B2 05 73 00.A1 05 73 14 07 14 13.B1 07 26 50 07 54 23

05 12 00.M0

06 10 54.B3 06 16 00.A4 06 16 00.D10 07 14 13

3" = 1'-0"

A-704 A-792

2nd Floor - Front Balcony (855'-11") 27' - 8"

2 1/2"

07 92 00.B2 06 16 00.D10 05 41 00.A2 06 10 54.B3

ALUM BATTENS PTD TO MATCH ADJACENT CURTAIN WALL MULLIONS

1'-3"

05 40 00.B1 05 41 00.D2

04 42 00.A1

07 27 26

03 31 00 03 30 00 05 31 00.A1

7 1/4" CURB

8'-0"

05 31 00.A1

05 31 00.A1 05 12 00.M0

08 44 13

07 24 00.A1 Composite Steel Floor Deck (See Structural)07 27 26 05Channel 41 00.C8 7/8" Furring 07 92 00.B2 09 Stud 29 50.A1 2 1/2" Metal w/ Sound Batt Insulation 04 42 00 Metal Roof Access Ladder Bronze Illuminated Railing System Glass Railing System Concrete Pavers Under Slab Vapor Retarder Thermoplastic-Polyolefin Roofing System Manufactured Copings 05 41 00.C8 Roof Anchor Glazed Aluminum Curtain Wall 06 16 00.D10 System 27 26 Bollard for 07 Automatic Door Operator 07 21 00.C4 Gypsum Board 04 42 00.A1 5/8" Gypsum Board Entrance Floor Mat Gravel

CW-2 SSG 7 1/2" CURTAIN WALL, JAMB DETAIL AT EIFS "

GUTTER PTD TO MATCH ADJACENT CURTAIN WALL MULLIONS This drawing and all prints of it are the property of Rosser International, Inc. Prints are to be returned to Rosser International, Inc. upon completion of use for which they were issued. Reproduction of these drawings without the written consent of Rosser International, Inc. is not permitted and Rosser International, Inc. retains all common law, statutory and other reserved rights, including the copyright thereto.

07 92 00.B2

06 16 00.D6

Keynote Text

Cast-in-Place Concrete (See

Structural) TPO TO LAP OVER05AIR 12 00.R0 & WATER BARRIER 05 12 00.M0 W Shape (See Structural)

03 30 00

Key Value ROOF INSULATION SEE ROOF PLANS

04 42 00.A1 1HR Spray-on 05 12 00.L0

07 14 13 07 14 13.C1

KEYNOTE LEGEND

W.1 W.7

CITY OF GREENSBORO - GREENSBORO, NORTH CAROLINA

V.1 W

STEVEN TANGER CENTER FOR THE PERFORMING ARTS

V 04 42 00.A1 04 42 00

09 29 00.D1

2" MIN.

LIMESTONE COPING

05 41 00.C8

09 29 00.D1

07 27 26

09 29 50.A1

EXTERIOR SECTION DETAILS

CW-2 SSG 7 1/2" CURTAIN WALL, HEAD DETAIL AT ACM 19

3" = 1'-0"

07 JULY 2017 DATE: PROJECT No: 12034 DRAWING BY: Author

A-791

SEAL & S

20-S W PRO

CW-2 SSG 7 1/2" CURTAIN WALL, TRANSOM DOORPERMI HE 7 1/2"

CHK BY: DWG No:

Checker

ISSUE

09 29 00.D1

07 92 00.B2 07 21 00.G1 07 95 13.F2 07 95 13.F2

05 41 00.D8

09 29 00.D9 1"

07 24 00

09 29 00.D9

NOTE: SEE ELEVATIONS FOR LOCATION OF CONTROL JOINTS 07 27 26 07 27 26.A1 07 24 00

07 92 00.B2 04 22 00.B4

FIRE RATED JOINT SYSTEM, UL WW-S-1018 OR EQUALLY APPROVED

VINYL EXPANSION JOINT

07 21 00.G1

05 41 00.D5

Auditorium Catwalk Level (874'-9") 46' - 6"

07 21 00.G1

11B

FIRE RATED JOINT SYSTEM, UL WW-S-1018 OR EQUALLY APPROVED

07 27 26

09 77 13.A1

1' - 8"

3/8"

07 27 26 12 00.B0 07 05 24 00 07 27 05 26.A1 41 00.A5 07 92 00.B2

3' - 1 1/2"

07 95 13.F2 07 95 13.F2

05 41 00.C8 07 92 00.B2

NOTE:

07 27 26.A1

SEE INTERIOR ELEVATIONS FOR 07 54 23.A1 LOCATION OF CONTROL JOINTS ALONG INTERIOR CMU WALL

07 24 00

SEE PLAN

27 26 05 410700.C8

TYPICAL EXPANSION JOINT - CONCRETE AT METAL STUD

1 1/2" = 1'-0"

A-133 A-706

04 42 00.A1 TYPICAL EXPANSION JOINT - METAL STUD TO CMU

1 1/2" = 1'-0"

Sim

5 A-727

04 42 00.A1 07 21 00.C4 07 27 26 06 16 00.D10

DESCRIPTION

MM/DD/YY 7

A-726

THICKNESS VARIES

A-151 A-706

TYPICAL FIRE RATED CONTROL JOINT - CMU TO CMU 1 1/2" = 07 1'-0" 54 23.A1

5 A-727

07 54 23.D1 07 54 23.B1 05 30 00.A1

Mezz / Rear Balcony (873'-0") 44' - 9"

Sim

05 41 00.A5 07 54 23.A1 07 54 23.D1 07 54 23.B1 05 30 00.A1

SEAL & SIGNATURE

G.3 2HR HIGH

46' - 6"

3/8"

07 95 13.F2 07 95 13.F2

05 12 00.R0

05 12 00.M0

09 29 00.D1

1HR Spray-on

ISSUE

PERMIT SET

05 12 00.M0 11B

1HR Spray-on 11B

873' - 5 1/4" BST

07 62 00.E4

FOR CONSTRUCTION

07 62 00.E6

PLAN DETAILS

07 62 00.E7 07 62 00.G1 07 62 00.G2 07 62 00.G3 07 71 13 08 41 13

NOTE: SEE INTERIOR ELEVATION FOR LOCATIONS OF EXPANSION JOINTS ALONG INTERIOR CMU WALL

08 44 13

A-171 A-726

1'-3 5/8"

ROOF DETAIL @ LIMESTONE & TPO

PROSCENIUM CMU WALL EXPANSION JOINT 1 1/2" = 1'-0"

19'-1 1/4"

20'-0"

20'-6 7/8"

05 50 00.B2

A-706

C J EJ

5'-4"

C J EJ

RAIL FINISH NOTES:

1. COORDINATE WITH FINISH LEGEND AND SPECIFICATIONS.

07 24 00.A1

19'-6 7/8" 1'-0 7/8"

6'-2"

12'-4"

07 62 00.E7

11'-11 1/2"

07 62 00.G3

07 24 00.B3

07 24 00.B1 20'-0"

20'-0"

4. ALL RAILS IN AUDIENCE SEATING AREAS OF AUDITORIUM TO BE FINISH: RAIL-5, U.O.N.

20'-0 1/2"

GENERAL NOTES:

18'-10" 07 71 13 07 62 00.D6

2'-0 5/8"

2nd Floor - Front Balcony (855'-11") 27' - 8"

8'-6"

07 71 13

07 62 00.D6 19'-5 3/8"

20'-0"

07 24 00.A1 08 41 13

20'-5 1/8"

07 24 00.B1 19'-5 7/8"

07 21 00.F1

07 24 00.B1

ROOF LADDERS TO BE PAINTED TO MATCH EIFS FINISH OF WALL THAT HOSTS LADDER. COORDINATE WITH EXTERIOR ELEVATIONS, VERTICAL CIRCULATION DETAILS, FINISH LEGEND, AND SPECIFICATIONS.

CEMENT-FACED INSULATION PANELS TO BE PAINTED TO MATCH EIFS FINISH IMMEDIATELY ABOVE.

COORDINATE EIFS FINISHES WITH FINISH LEGEND.

ALL JOINT LINES IN EIFS ARE REVEALS U.O.N. AS CONTROL JOINTS (CJ) OR EXPANSION JOINTS (EJ). SEE DETAILS.

1st Floor - Lobby Level (828'-3") 0' - 0" Stage (823'-0") -5' - 3"

4'-0"

07 21 00.F1

Lobby Mezz / Upper Orchestra (843'-7") 15' - 4" BOH Roof (837'-3") 9' - 0"

07 62 00.G2 19'-7 3/8"

5'-1"

147 4'-2"

2'-8"

S117A 4'-0"

08 41 13

8" MIN. ABOVE GRADE

07 21 00.F1

146A

8" MIN. ABOVE GRADE

CW-2

146B

S106

1'-0" MIN. BELOW GRADE

08 71 00.C2

103A

8" MIN.

103B

1'-0" MIN. BELOW GRADE

6'-6"

21'-9 3/8"

ALL EXTERIOR HANDRAILS AND GUARDS TO BE FINISH: RAIL-3, U.O.N. SEE RAIL FINISH LEGEND. SEE VERTICAL CIRULATION PLANS, SECTIONS, AND DETAILS.

EJ 07 24 00.B1

EJ 83'-9"

EJ 07 62 00.D3

3. ALL APPLICATIONS OF FINISH: RAIL-2 TO BE FLAT PAINT, U.O.N.

Mezz / Rear Balcony (873'-0") 44' - 9"

5'-4"

4'-0"

2. CRASH RAILS TO BE PAINTED TO MATCH WALLS HOSTING THEM, U.O.N. SEE PLANS. COORDINATE WITH FINISH LEGEND, FINISH SCHEDULE, AND SPECIFICATIONS.

5'-9 5/8"

07 24 00.A2

07 62 00.G3

C J

6'-6"

07 62 00.E7

202A

6'-2"

4'-4"

14'-6 1/4"

GLASS CANOPY

7'-1 3/4"

63'-0"

202B

20'-0"

07 24 00.B1

RAIL-5: PAINTED DARK GRAY TO MATCH PNT-7.

Auditorium Roof (891'-3") 63' - 0"

5'-5"

7'-0" TYP

7'-1 3/4"

17'-1"

05 73 14 07 42 43

20'-0"

05 50 00.B2

15'-1 1/8" EIFS HIGH IMPACT MESH

20'-0"

RAIL-4: BRONZE FINISH, BR-1.

5'-9 5/8"

9'-1 5/8"

07 24 00.A2

5'-8 1/2"

07 24 00.A2

5'-9 5/8"

07 71 13 07 42 43 08 44 13 20'-1 5/8"

15'-11 1/8"

RAIL-2: PAINTED BLACK TO MATCH PNT-4.

5'-8 1/2"

5'-4"

07 62 00.E4 07 62 00.G2

5'-4"

07 71 13 07 42 43 08 44 13

05 50 00.B2 07 62 00.E1 07 62 00.G1 05 50 00.B2 07 24 00.A2 07 62 00.E6 07 62 00.G3

RAIL-1: PAINTED GRAY TO MATCH PNT-2.

PLACE BLDG DEPT STICKER HERE Stage Roof (906'-9") 78' - 6"

5'-4"

18'-3"

2 A-411

Sim

RAIL FINISH LEGEND

Checker

RAIL-3: PAINTED TO MATCH DARK BRONZE CURTAIN WALL MULLIONS.

07 62 00.E4 07 62 00.G2

05 50 00.B2 07 62 00.E4 07 62 00.G2

08 71 00.C2

07 JULY 2017 DATE: PROJECT No: 12034 DRAWING BY: Author

1 1/2" = 1'-0"

CHK BY: DWG No:

6'-4"

A-151 A-706

Keynote Text Metal Roof Access Ladder Pipe and Tube Railing Systems Glass Railing System 3" Cement-Faced Insulation Panel, Extend to Top of Footing, U.O.N. 2" EIFS, Finish EIFS-1 2" EIFS, Finish EIFS-2 3" EIFS, Finish EIFS-1 3" EIFS, Finish EIFS-3 Composite Wall Panels 6" x 8" Scupper 6" x 18" Scupper 6" x 4" Scupper and Conductor Head 6" x 10" Scupper and Conductor Head 6" x 18" Scupper and Conductor Head 6" x 24" Scupper and Conductor Head 3" x 4" Rectangular Downspout 4" x 6" Rectangular Downspout 7.5" x 7.5" Rectangular Downspout Manufactured Copings Aluminum-Framed Storefront System Glazed Aluminum Curtain Wall System Bollard for Automatic Door Operator

07 24 00.A1 07 24 00.A2 07 24 00.B1 07 24 00.B3 07 42 43 07 62 00.D3 07 62 00.D6 07 62 00.E1

05 12 00.R0

ZINC EXPANSION JOINT, SPACKLE INTO WALL AND PAINT TO MATCH

KEYNOTE LEGEND Key Value 05 50 00.B2 05 52 13 05 73 14 07 21 00.F1

20-SEP-2017 WORK IN PROGRESS

Auditorium Catwalk Level (874'-9")

05 12 00.M0 FIRE RATED JOINT SYSTEM, UL WW-S-1018 OR EQUALLY APPROVED

Sim

07 54 23.A1

07 21 00.C4 11

7 A-721

06 16 00.D10

07 27 26

A-151 A-706

REV

06 16 00.D10

09 29 50.A1

CITY OF GREENSBORO - GREENS

3 09 77 13.A1

0' - 4"

09 77 13.A1

03 30 00

STEVEN TANGER

NOTE: INTERIOR STUD PARTITION LOCATION ANDA-721 FINISH MAY VARY COORDINATE WITH PLANS

3 5/8" 1 7/8"

PROJECT

3/8" JOINT

10"

Sim

06 10 54.B3

OWNER: City of Greensboro - 1921 W. Lee Street, Greensboro, NC 27403 DESIGN ARCHITECT: H3 Hardy Collaboration Architecture - 55 Broad Street, New York, NY 10004 ARCHITECT OF RECORD: Rosser International, Inc. - Two Peachtree Pointe, 1555 Peachtree Street, NE, Suite 800, Atlan CONST. ADMIN.: Walter Robbs Callahan & Pierce Architects, PA - 530 North Trade Street, Suite 301, Winston Salem, NC STRUCTURAL ENGINEER: SKA Consulting Engineers - 300 Pomona Drive, Greensboro, NC 27407 MECHANICAL / ELECTRICAL ENGINEER: I.C. Thomasson - 2950 Kraft Drive, Suite 500, Nashville, TN 37204 PLUMBING ENGINEER: Palma & Associates - 222-2 South Swing Rd., Greensboro, NC 27409 F.P. / SITE / FF&E: Moser Mayer Phoenix Associates - 328 East Market St., Ste 200, Greensboro, NC 27401 CODE CONSULTANT: Howe Engineers - 101 Longwater Circle, Suite 203, Norwell, MA 02061

1 1/2" = 1'-0"

877' - 2"

9'-0"

1 1/2" = 1'-0"

05 52 13

4.5

5.1

10 10.2

11 11.211.4

12 13

15.3

16.8 17 17.1

18.7

21.9 22

22.6

24 24.1 24.3

SLAB EMBED SLEEVES FOR MECHANICAL TO BE PROVIDED AT THEATER SEATING. SLEEVE LOCATIONS TO BE COORDINATED WITH THEATER SEATING MANUFACTURER & PROVIDED UNDER SEPARATE COVER.

CONTRACTOR TO COORDINATE ELEVATOR SUMP PIT LOCATIONS WITH ELEVATOR MANUFACTURER'S REQUIREMENTS.

SEE STRUCTURAL DWGS. FOR ALL WARPED SLAB SPOT ELEVATIONS AND SLOPES TO DRAINS, TYP., COORDINATE WITH PLUMBING DRAINS.

SEE PLUMBING DWGS. FOR ALL DRAIN LOCATIONS, TYP.

RETAINING WALLS TO EDGE OF SLAB ON GRADE = 1/2" JOINT TO ACCOMODATE PREMOLDED JOINT FILLER

CONTRACTOR TO COORD DOOR ROUGH OPENING DIMENSIONS IN CONCRETE WALLS WITH DOOR REQUIREMENTS PER DOOR SCHEDULE

FOR SLAB EDGES BOUND BY CONCRETE WALLS, SEE PLANS FOR WALL LOCATIONS.

EOS LEGEND

EDGE OF SLAB

C C.4

A.8

C.6

RIDGE IN SLAB

C.7

VALLEY IN SLAB

C.9

C.4 C.3

R.5

R.6

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

R.4

R.3

2'-0 7/8"

17'-11 1/8"

842' - 1"

835' - 2 1/2"

1'-6"

4'-11 3/8"

5 1/8"

9 3/8"

5 1/8"

R.1 838' - 1 3/8"

4'-0"

10 1/2"

E.2 E.4 E.6 E.7 E.8

6'-7 1/4"

F.3

838' - 7 1/2" 5/8"

J J.2

1'-2 5/8"

M 33'-8 1/2"

10'-2"

5/8"

2'-7 3/8"

CMU WALL - SEE STRUCTURAL

84 '201'

838' - 7 1/2"

836' - 11"

4'-5 1/4"

837' - 9 1/4" OVER-POURED C.I.P. CONC STEPS

14'-3 5/8"

- 7"

- 5" 174'

' 89

836' - 0 3/4" 5'-4 3/4"

OVER-POURED C.I.P. CONC STEPS

5 3/4"

-6

5/8

3'-7 1/8"

16'-10 5/8"

P.6

4'-5 1/2"

8" 8 5/

839' - 5 3/4"

843' - 7"

2'-0 1/2" 837' - 6"

5/8"

840' - 4"

P.6

P.9

10'-10"

-8

841' - 2 1/4"

119' - 10 1/4"

102'

842' - 0 1/2"

OPEN TO BELOW

P.7

G.3

5 7/8"

3'-7 1/8"

842' - 10 3/4"

N.5 TOP OF CONC WALL - SEE STRUCTURAL

G 14'-3 5/8"

5/8"

843' - 7"

RE RF

842' - 0 1/2" 843' - 7"

F.9

5/8 "

10'-2"

841' - 2 1/4" OPEN TO BELOW

13 EQ. T.

201' - 7"

133' - 0

840' - 4"

'-8

839' - 5 3/4"

OPEN TO BELOW

133' - 0

TOP OF CONC WALL - SEE STRUCTURAL

3'-7 3/4"

39'-0"

102' - 8 5/8 "

3'-0"

K.5

5'-4 3/4 "

OVER-POURED C.I.P. CONC STEPS

837' - 9 1/4"

22 13 16.C1 89 174' - 5"

2'-7 3/8"

836' - 11"

3'-6 1/2"

4'-5 1/4"

12'-0"

J.2

836' - 0 3/4"

2'-9"

OVER-POURED C.I.P. CONC STEPS

P.8 Q.6

3'-6 1/2" 1'-6"

9 5/8"

27'-0 3/4"

T.4 U

5'-0"

R.6

71'-5"

1'-6 5/8" 1'-6 7/8" 1'-3 1/8" 1'-7"

10.68°

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

T.3 T.4 U

1'-0 5/8"

38'-6 3/4"

20'-3 1/4"

10.68°

11 1/8"

5 1/8" 6"

1'-7" 1'-9"

1'-7" 1'-9" 1'-7" 1'-9"

22 13 16.C1 SLAB PENETRATIONS - SEE MECHANICAL

T T.1

V.1 U.4 U.5 U.6

R.5

U.5

W W.1

U.6 V

W W.8 X

4.5

5.1

10 10.2 11

15.3

16.8 17 17.1

SEAL & SIGNATURE

20-SEP-20 WORK IN PROGRES

U.8

U.4

W.7

S.6

9 3/8"

3 7/8" 4'-8"

2'-2 1/2"

89'-9 1/8"

R.4

3'-6"

4'-1 1/4"

R.3

4'-9" 1'-8 5/8"

1'-0 7/8"

2'-6 1/2"

R.2

2'-2 1/2"

2'-1 3/8"

837' - 6"

8'-7"

837' - 6"

15'-4 7/8"

2'-2 1/4"

1'-7"

22 13 16.C1

847' - 9 1/4"

12'-9 3/8" 1'-9 1/4" 1'-2 3/8"

837' - 6"

847' - 9 1/4"

8 7/8"

2'-11 3/4" 2'-2 1/4" 8'-10 1/2"

3'-0 5/8"

8 7/8"

4 1/8"

29'-9 5/8"

CMU WALL - SEE STRUCTURAL

1'-7" 12'-5"

4'-7 3/8"

OPEN

" 5/8 33'-3

10'-3"

" 2 3/8

REV DESCRIPTION 1 AHJ COMMENTS 1

R.8 1'-0 7/8"

3'-1"

4'-

R.1

1'-7 1/8"

3'-3 3/4"

3'-8" 4 EQ. T. 1'-0"

CONCRETE STEPS BELOW

" 6'-0 " 6'-5

19'-8 1/2"

14'-5 1/2"

6'-4 1/4"

3'-3 1/4"

T.3

1/2

2'-1 3/8"

V.1 T.1

2'-10 5/8"

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

OPEN TO BELOW

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

SLAB PENETRATIONS - SEE MECHANICAL

-6

4'-4 1/2" 5'-1 1/4"

843' - 7"

25'-8 1/2"

S.6

1'-8" TYP

COORDINATE STEP LOCATIONS WITH SEATING SHOP DRAWINGS, TYP

9 7/8"

S.1

" CONCRETE WALL BELOW

11" 11"

20'-3 7/8"

52 .95°

" 6'-0

R.7

841' - 1"

3'-8"

1'-0 7/8"

2'-4 1/2"

OVER-POURED C.I.P. CONC STEPS

843' - 1"

10 2.2 9°

4'-4 1/8"

" 6'-0

21.75°

19'-10 3/4"

842' - 7"

26.50°

6 5/8" 1'-9 7/8"

R R.7

13'-10 3/8"

3" EOS BELOW

16'-9"

842' - 1"

843' - 7"

831' - 9 1/2" 830' - 11 1/4" 830' - 1"

Q.8 22 13 16.C1

00° 132.

841' - 7"

8'-10 3/4"

4'-2 1/8"

833' - 6"

6'-1"

834' - 4 1/4"

TYP

1'-0 3/8"

8'-4 5/8"

13.00°

1'-0 3/8"

832' - 7 3/4"

Q.8

1' - 5 1/2"

TOP OF CONC WALL BELOW SLAB - SEE STRUCTURAL 6'-0 1/8"

Q.7

9 1/2"

Q.6

Q.7

835' - 2 1/2"

1'-6"

OPEN TO BELOW

15'-0"

13'-0 1/8"

EARTH FILL

A.9 D

E.1

1'-6 3/8"

TYP

843' - 7"

OPEN TO BELOW

3'-1"

9 3/8"

3'-2 5/8"

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

5 3/4"

OVERPOUR

D.9

6'-9"

H.6

13.00°

OPEN TO BELOW

9 1/2"

15'-0"

13'-0 1/8"

TOP OF CONC WALL - SEE STRUCTURAL

1' - 5 1/2"

H.3

841' - 1"

841' - 7"

6'-6 1/2"

9'-5 1/2"

CMU WALL - SEE STRUCTURAL OPEN

5° 52.9

6'-0 "

842' - 7"

834' - 4 1/4"

3'-1"

73'-11 3/8"

843' - 1"

843' - 7"

59'-4 1/8"

1'-9 1/4" 6'-6 3/8" 1'-9 1/4"

4'-3 1/4"

831' - 9 1/2"

6'-6 3/8"

2'-7 5/8"

6'-0 "

832' - 7 3/4"

22 13 16.C1

6'-0"

4'-4" 6'-0 "

830' - 1"

35'-0 5/8"

EDGE OF STRUCTURE BELOW

D.6

6'-7 1/4"

16'-1 0 1/8 "

833' - 6" 8'-10 3/4"

2'-8"

22 13 16.C1

R.2

837' - 6"

1'-1 1/2"

6'-5 "

830' - 11 1/4"

G.3

C.7

14'-6 1/8"

2" 6 1/

837' - 6"

22 13 16.C1

1'-10 1/4"

3' -

24'-4 1/4"

9'-2" 2'-0 7/8" 4'-4"

26.50°

OVER-POURED C.I.P. CONC STEPS 4'-4 1/8"

847' - 9 1/4"

8'-3 3/8"

OPEN

CONCRETE WALL BELOW

1'-8 7/8"

5'-5"

2'-1 1/8"

5'-1 1/4" 4'-4 5/8"

843' - 7" 1'-8 7/8"

1'-11"

G.1

1'-0" 3'-8" 4 EQ. T.

9° 2.2 10

CONCRETE STEPS BELOW

6'-4 1/4"

43'-2"

00°

8'-0 1/4"

840' - 8 1/2"

F.3

1'-8" TYP

837' - 6"

847' - 9 1/4"

21.75°

COORDINATE STEP LOCATIONS WITH SEATING SHOP DRAWINGS, TYP

11" 11"

9 7/8"

19'-2 7/8" 10'-9 3/8"

4'-4 1/8"

38'-4 3/4"

15'-4 7/8"

20'-0 1/4"

RB 1'-1 3/8"

E.6

3" EOS BELOW

E.2

14'-5 3/8"

21'-6 1/4"

21'-5 1/8"

132.

D.9

EDGE OF SLAB ABOVE

STRUCTURAL WALLS

C.6

D.6

3:05:14 PM

COORDINATE MISCELLANEOUS METAL EMBEDS AT ELEVATOR HOISTWAY SLAB EDGE & SUMP PIT REQUIREMENTS WITH ELEVATOR MANUFACTURER.

MECHANICAL PENETRATIONS: CONTRACTOR TO VERIFY SLAB OPENING SIZES WITH DUCT ASSEMBLY REQUIREMENTS, COORDINATE WITH MECHANICAL.

CITY OF GREENSBORO - GREENSBORO, NORTH CAROLINA

CONTRACTOR TO COORDINATE FLOOR FINISHES WITH FLOORING MANUFACTURER'S INSTALLATION REQUIREMENTS.

STEVEN TANGER CENTER FOR THE PERFORMING ARTS

CONTRACTOR TO COORDINATE SLAB EDGE CONDITION WITH EXPANSION AND/ OR ACOUSTICAL ISOLATION JOINT COVER MANUFACTURER'S INSTALLATION REQUIREMENTS.

A.8

SEE STRUCTURAL DRAWINGS FOR STRUCTURAL ELEMENT SIZES & REINFORCING.

PROJECT

GENERAL NOTES:

21.9 22

24.3 24.4 24.7 25 26 27 28 29 1 A-203

W.7 W.9

EOS 203 (843'-7") LOBBY MEZZANINE / UPPER ORCHESTRA 3/32" = 1'-0"

ISSUE

PERMIT SET FOR CONSTRUCTION

OVERALL EDG OF SLAB PLAN LOBBY MEZZANINE/ UPPER ORCHESTRA 07 JULY 2017 DATE: PROJECT No: 12034 DRAWING BY: Author

CHK BY: DWG No:

Checker

SANDY SPRINGS CITY CENTER [GOVERNMENT CENTER & PERFORMING ARTS CENTER]

LOCATION | Sandy Springs, Atlanta, Georgia PROJECT BUDGET | $ 270 Million PHASES OF DESIGN | Construction Documents Construction Administration TEAM & DURATION | 10 People & 3 Years PROJECT DESCRIPTION | Sandy Springs City Center is government center and public assembly building. Program includes a 1,200 seat performing arts theater, a studio theater, community development center, all government offices and a park for public entertainment. This is a prime catalyst of city projects that are being built around/ outside the city.

OC.9 OA

OE.1 OE

A2.01

OK OL WA

WC TB.4 TC.2

TC.5

TD.5

TE.5

This d Interna written statuto

RC 9%

E TREE SLOPA3.02

30' - 0"

D AT ISLAN

40' - 0"

14%

20' - 0"

30' - 0"

17' - 3"

7' - 5"

41' - 0"

6' - 11"

4' - 1"

33' - 7"

19' - 10 1/2"

A3.02

A3.03

A3.05

21' - 3 1/2"

46' - 5"

30' - 0"

TF.7 TF.8

17' - 1"

17' - 10"

Z7 Z8 14' - 3"

1101' - 11 3/4"

1099' - 11 3/4"

4 110

1103' - 11 3/4"

2' - 8"

1099' - 0"

TB 1103

3 110

Z9 Z10

O8 P1

3' - 4"

3.5%

17' - 6" 16' - 6"

2.5%

1104 1096' - 0"

1094

16' - 3" 18' - 1"

R7.7

15' - 4"

A:024

A2.02

RETAIL

8.00°

O5.2

4.00°

2.0%

- 8"

92 10

17' - 1"

R= 122' - 6" R= 132'

11 02

11 2' - 0 5/8"

AREA C

R= 106' - 6" UP

AREA A

90 10

5' - 0"9' - 5 1/4"

1 / A1.04-C

1 / A1.04-B

28' - 9" UP

15' - 9"

A:023

1 A3.01

8.00°

RETAIL

8' - 10 1/8"

2 A3.01

Y2 Y3

8.00°

AREA B

88 10

T0 DNT00

8.00°

4.00°

V1 8.00°

17' - 1"

3' - 5"

4' - 10" 2' - 3"

12' - 2"

O1 R2

ZB ZA

1 / A1.04-B

20' - 8"

1 / A1.04-A

R1 64' - 0"

D AT ISLAN

30' - 0"

E TREE SLOP

30' - 0"

1' - 5"

RA RA.2

30' - 0"

16' - 5 5/8"

10 8

30' - 0"

A3.07

1103 2

11 02

1 11 0

109 6

03 11

2 A1.04-P

11 0

02 11

1102

0 11 0

10 9

P3 1104

1 A1.04-P

1098

10 9

A2.01

30' - 0"

PAA

30' - 0"

PBB

30' - 0"

PCC

30' - 0"

PDD

30' - 0"

PEE

30' - 0"

PFF

30' - 0"

PGG

30' - 0"

PHH

PJJ

1/4" = 1'-0"

OD CL W-14 COLUMN

CL W-14 COLUMN

6'-3 15/16"

1117'-6"

15 TREADS @ 12" EACH

15'-0"

W-14 CL COLUMN

TERRAZZ TERRAZZO TILES ON TREAD AND RISE AND RISER

8'-3"

A7.45

A7.44

A7.45

A7.44

REA A -2OFFICE AREALOBBY A - OFFICE MONUMENTAL LOBBY MONUMENTAL STAIR @ 1117'-6" STAIR @ 1117'-6"

1 1/2" ST 1 1/2" STAINLESS STEEL HANDRAIL

7 3/8" CLEAR

2'-10" 5'-1"

CLEAR

CLEAR 1113'-0"

OPEN TO BELOW

5'-1" 2'-10" CLEAR 1113'-0"

4'-9" 5'-1" CLEAR

4'-9" 9'-2" TO COLUMN W-14

10"

5'-1" 7 1/2"

5'-1"

7 3/8"

OPEN TO BELOW

1/4" = 1'-0"

10"

3 A7.45 7 1/2"

5'-1"

3 A7.45 CLEAR

4'-9" 9'-2" TO COLUMN W-14

5'-1" 2'-10" 4'-9" 5'-1" CLEAR CLEAR 1122'-1 1/2"

W-14 CL COLUMN

9'-2" TO COLUMN W-14

OPEN TO BELOW

2'-10" 5'-1" CLEAR 1122'-1 1/2"

9'-2" TO COLUMN W-14

5'-1" 7 1/2" CLEAR

5'-1" CLEAR

W-14 CL COLUMN

" = 1'-0"

4 1/2"

GLASS GUARDRAIL SYSTEM GLASS G UP

3 A7.45 7 1/2"

8'-3"

DOWN

8'-3"

7'-0"

10"

W-14 CL COLUMN

TERRAZZO TILES ON TREAD TERRAZZO TILES ON TREAD AND RISER AND RISER

7 TREADS @ 12" EACH

7 5/8" 7 TREADS @ 12" EACH

7 5/8"

1 1/2" STAINLESS STEEL HANDRAIL 1 1/2" STAINLESS STEEL HANDRAIL W-14 CL COLUMN

1104'-0"

GLASS GUARDRAIL SYSTEM GLASS GUARDRAIL SYSTEM

15 TREADS @ 12" EACH

1117'-6"

CL W-14 COLUMN

4 1/2" 1'-0"

6'-3 15/16"

1104'-0" 4 1/2" 3" 1'-0"

4 1/2"

10"

7'-0"

AREA A -5MONUMENTAL AREA A - MONUMENTAL STAIR - SECTION STAIR A - SECTION A

8'-3"

A7.45

A7.44

A7.45

A7.44

AREA A -1OFFICE AREALOBBY A - OFFICE MONUMENTAL LOBBY MONUMENTAL STAIR @ 1104' STAIR @ 1104' 1/4" = 1'-0"

1/4" = 1'-0"

O6 9'-2"

8'-3"

22 GAUGE STAINLESS STEEL STRINGER CLADDING

STAINLESS STEEL STRINGER PLATE

CL W-14 STAIR

COLUMN 8'-3"

9'-2"

3 CL W-14 COLUMN

CL W-14 COLUMN

A7.45 GLASS GUARD CL W-14 SYSTEM 42" A.F.F.

DEPTH VARIES WITH TREAD

A7.45

CL 10"

RAIL

4'-6"

Tenant Level 1151' - 6"

CL W-14 COLUMN

COLUMN

TYP. DETAIL @ STAIR STRINGER

LINE OF ARCHITECTURAL FLOOR FINISH

1 1/2" = 1'-0" 4 1/2" 3"

1136' - 0"

A7.45

LINE OF ARCH. FLOOR FINISH PRECAST TERRAZZO TILE

5/8" GWB

12'-0" A.F.F. 3'-6" TYP.

CL W-14 COLUMN

1113' - 0"

1117' - 3"

10"

1112' - 9"

A7.45

CL W-14 COLUMN

METAL STAIR

8'-3"

AREA A - MONUMENTAL STAIR - SECTION C

GWB. 'V' JOINT

HSS 12X6 SEE STRUCTURE

LINE OF HSS 12X6 BEYOND

3 5/8" LGMF 6'-11 1/2"

1136' - 0"

Conference Level 1136' - 0"

1/4" = 1'-0"

12'-0" A.F.F. "

T.O.S

LINE OF ARCH. FLOOR FINISH PRECAST TERRAZZO TILE LINE OF HSS 12 STRINGER BEYOND

11'-0"

5/8" GWB ON 7/8" HAT CHANNELS

TYPE 304 BRUSHED STAINLESS STL CLADDING

4 A7.45

2'-0"

STAIR DETAIL @ LANDING 1" = 1'-0" 4'-7 1/2" 8 EQ. RISERS

2 1131' - 4 1/2" 1131' - 1 1/2"

15'-3"

1104' - 0"

1136' - 0"

nference Level 1136' - 0"

PAINTED GYP. BD. CEILING

6'-6"

Plaza Level 1102' - 0" 4'-3 23/256"1

CL W-14 COLUMN

5'-10"

TYP.

1'-6"

3" 1" 4"

9'-0" 16 EQ. RISERS 5 A7.45

1117' - 6"

8'-3"

6'-8"

HSS 12X6 SEE STRUCTURE

1" = 1'-0"

T.O.S

TOP OF STL.

Lobby Level 1104' - 0"

TYP. DETAIL

3" CONC. SLAB HSS 14X10 SEE STRUCTURE

9'-2"

1104' - 0"

3 1/2" CONCRETE ON 1 1/2"

4 1/2"

TOP OF SLAB

10'-3"

1126' - 9"

COMPOSITE STEEL DECK. GLASS GUARD RAIL SYSTEM SEE STRUCTURAL DWGS. (SEE DETAIL 2/A7.60) 1 1/2" DIA STAINLESS STEEL HANDRAIL 2'-10" A.F.F. TYPICAL

T.O.S

Tenant Level 1151' - 6"

LGMF

5/8" GWB 7/8" FURRING CHANN

1" = 1'-0"

ARCH. TL. FLOOR FINISH

1'-6"

CL W-14 COLUMN

1121' - 10 1/2"

5'-1" TYP.

3'-6"

3 A7.45

7'-6"

Tenant Level 1151' - 6"

1'-6"

T.O.S

12'-0" A.F.F.

TYP. DETAIL @T.O.S GUARD RAIL

9'-2"

4'-6"

1112' - 9"

3'-6"

7'-2" 1113' - 0"

T.O.S

Gallery Level 1117' - 6"

8'-3"

1122' - 1 1/2"

2'-10"

1117' - 6"

T.O.S 9'-2"

1126' - 6"

3'-6"

1117' - 3"

4'-7 1/2" 8 EQ. RISERS

1'-11 1/2"

T.O.S

2'-4 1/2"

CLG. FINISH SEE REF. CLG. PLANS

5/8" GWB. ON LGMF

1" = 1'-0"

3'-10"

1121' - 10 1/2"

1131' - 1 1/2"

5/8" GWB. ON 7/8" FURRING CHANNEL

T.O.S

TYP. DETAIL @ STAIR STRINGER

6 1/2"

7'-3 1/2"

6'-5 1/2"

1131' - 4 1/2"

4'-7 1/2" 8 EQ. RISERS

8 EQ. RISERS

1126' - 9"

T.O.S

4'-7 1/2" 8 EQ. RISERS

1'-11 1/2"

1126' - 6"

4 1/2"

GWB. 'V' JOINT

1'-0"

A7.45

1122' - 1 1/2"

Co LGMF

4'-7 1/2" 8 EQ. RISERS

1'-10 5/8"

Conference Level 1136' - 0"

T.O.S

6'-11 1/2"

1136' - 0"

METAL PAN STAIR W/ CONC. TREADS

1131' - 4 1/2" 1131' - 1 1/2"

LGMF

THIN-SET BED

1136' - 0"

LINE OF HSS 12 STRINGER BEYOND

5/8" GWB

PRECAST TERRAZZO TREAD

4'-3 23/256"

11'-0"

7/8" FURRING CHANNEL

STAINLESS STL. CLADDING

A7.45

6'-6"

4 CHANNEL SUPPORTED GUARD

TYPE 304 BRUSHED STAINLESS 5STL CLADDING

7 5/8"

CONF. LEVEL

6'-8"

4'-6"

1131' - 4 1/2"

1 1131' - 1 1/2" T.O.S

AREA A - MONUMENTAL STAI 1/4" = 1'-0"

12'-0

| SANDY SPRING CITY CENTER MONUMENTAL STAIRS VIEW

| SANDY SPRINGS CITY CENTER EXTERIOR PAC LOBBY VIEW

UNIVERSITY OF LOUISVILLE [NORTH END ZONE EXPANSION]

LOCATION | Louisville, Kentucky PROJECT BUDGET | $ 50 Million PHASES OF DESIGN | Construction Administration TEAM & DURATION | 6 People & 3 Years PROJECT DESCRIPTION | University of Louisville has added a north end zone, player lockers, facilities, and corporate suites. Adding 10,000 more seats, to the already existing 55,000, the stadium will complete its horseshoe shape.

0.8

0.9

OPTION 1 EXISTING & NEW CONCOURSE TRANSITION MARK-UP DARK GREY - ELEVATION @ 116' - 7" LIGHT GREY - ELEVATION @ 117'-10" PINK - RAMP @ 1:20

-1"

0° 12

116' - 7"

STAIRS 2 TREADS @ 14" 3 RISERS @ 5"

EQUAL TO NEW CONCORSE LEVEL

117' - 10"

DOWN

RAMP

Highest Point of Topping Slab

ROSSER INTERNATIONAL 12-28-2017

0.8

0.9

OPTION 2 EXISTING & NEW CONCOURSE TRANSITION MARK-UP DARK GREY - ELEVATION @ 116' - 7" LIGHT GREY - ELEVATION @ 117'-10" PINK - RAMP @ 1:20

90°

116' - 7"

Lowest Point of sloped Topping Slab. Slab Levels beyond this point .

STAIRS 2 TREADS @ 14" 3 RISERS @ 5"

Lowest Point of sloped Topping Slab. Slab Levels beyond this point .

EQUAL TO NEW CONCORSE LEVEL

DOWN

117' - 10"

RAMP

| UNIVERSITY OF LOUISVILLE PICTURES FROM CONTRACTOR

ROSSER INTERNATIONAL 12-28-2017

SPACE FOR MOBILE CONCESSIONS

-1"

CONC. SLAB

3' - 0"

FOAM INFILL

EXPANSION JOINT COVER PLATE BASIS OF DESIGN (MM SYSTEMS SURFACE MOUNT COVER SYSTEMS - SERIES HFP)

3' - 0" FOAM INFILL

116' - 7"

EXISTING SLAB UNKNOWN

ANGLE MOUNTED ADDITIONAL REINFORCEMENT REQUIRED - SEE STRUCTURAL

REMOVE TOPPING SLAB - SLOPE TO NEW SLOPE - SEE PLAN

117' - 10"

FOAM INFILL

NEW

116' - 7"

DISTANCE VARIES

EXISTING RAMP

NEW

DIMENSION VARIES

3 EQUAL RISERS

116' - 7"

EXISTING SLAB UNKNOWN

1' - 1 1/8"

REMOVE TOPPING SLAB - SLOPE TO NEW SLOPE - SEE PLAN NEW

EXISTING

2 1/2" EXPANSION JOINT EXISTING

EXISTING

3 LOWER LEVEL A1.2.11 1 1/2" = 1'-0"

CONCOURSE RAMP DETAIL @ STAIRS

0.8

0.9

4 LOWER LEVEL A1.2.11 1 1/2" = 1'-0"

CONCOURSE RAMP DETAIL @ RAMP 1

A1.2.11 A1.2.11

LOWER LEVEL CONCOURSE RAMP DETAIL @ RAMP 2

1 1/2" = 1'-0"

A1.2.11 A1.2.11

LOWER LEVEL CONCOURSE RAMP TRANSITION JOINT 1 1/2" = 1'-0"

PE01

12.2

ELEV

SALVAGE EXISTING RAIL TO REUSE AND INSTALL ON 8" CURB

2605 ELEV

12.1

Fe PE03 SALVAGE TOP SECTION OF EXISTING RAIL AND INSTALL ON 3'-6" GAURDRAIL

ALIGN

ELEV

PE04

116' - 7"

43' 7 5/8 "

6 A1.2.11

4" x 8" OPENING IN CURB 7

JOIN T 2 1/2 " EX PANS ION

SLOPE 1/4"

HANDRAIL - MOUNT TO GAURD RAIL

FOOT " PER E 1/4 SLOP

RAIL S

5 A1.2.12

1:12

OPE X SL 5 A1.2.11

4" G

16' 0"

16' -

4 1/ 8" 36' -

4 1/ 8" 1' -

1' -

RAMP

2 1/

6 LEVEL A1.2.11 1" = 1'-0"

5' -

2" 3 1/

8" 3 7/

4 1/ 8"

02 - TYPICAL RAMP HANDRAIL & GAURDRAIL TRANSITIONS

RAMP

1' -

2" EX PANS ION JOIN T

1' -

36' 3 7/8 " EXISTING RAMP AND HANDRAILS TO REMAIN

1/8" = 1'-0"

A1.2.11

3 3/

A1.2.11

LEVEL 02 - PJCS NEZ LOWER CONCOURSE - AREA 1 RAMP

A1.2.11

5' - 0"

1/2"

GAURDRAIL 8

BETW EEN

10' 11"

5' - 3

X SL OPE

2" - 8 1/

FOOT

A1.2.11

1:12 MA

116' - 7"

10'

A1.2.11

117'-4" +/-

1' - 2" 1' - 2"

T FOO PER 1/4"

SLOP E 1/4 " PER

A1.2.11

117' - 10"

1/2" = 1'-0"

8" - 3 1/

LOWER CONCOURSE RAMP TRANSITION RAIL ELEVATION

PE SLO

A1.2.11 A1.2.11 DN

117' - 10"

117'-4" +/-

A1.2.11

4" x 8" OPENING IN CURB 7 Sim A1.2.11 T JOIN ION PANS 2" EX

1' - 2" 1' - 2"

116' - 7"

PREFINISHED GUTTER & DOWNSPOUT

EXTENT OF DEMO AREA 4" X 8" OPENINGS IN CURB

A1.2.11

2 1/

PER FOO T

EXISTING

Sim

6 A1.2.11

EXISTING SLAB UNKNOWN

EXTENT OF DEMO AREA

NEW

8" - 7 5/

17'

17' 3"

43'

NEW CURB

EXISTING

PREFINISHED GUTTER & DOWNSPOUT

3' - 6"

3' - 0"

3' - 6"

3' - 0"

1 1/2" DIA. HANDRAIL

A1.2.11

LEVEL 02 - PJCS NEZ LOWER CONCOURSE - AREA 2 RAMP 1/8" = 1'-0"

REMOVABLE METAL RAILING 4" O.C. VERTICAL PICKETS RAIL MOUNTED SEATS

4' - 0"

O.C.

3 1/2" 3 5/ 8"

3' - 6" 01.7 STAIR LANDING MID 113' - 0"

4' - 0"

FROM NOSING MIN.

1' - 4"

JOINT COVER PLATE

01.7 STAIR LANDING MID 113' - 0"

ALIGN 111' - 4"

111' - 4" 10"

ALIGN

PRECAST RISERS SEE STRUCTURAL

REMOVABLE ALUMINUM RISERS - PROFILE TO MATCH ADJACENT PRECAST RISERS

1" JOINT

01.5 STAIR LANDING END 109' - 1"

SEE STRUCTURAL

PRECAST RISER & TOPPING SLAB

SEE STRUCTURAL

1' - 0"

07 95 13.C1 07 62 00

01.3 STAIR LANDING MID 106' - 7"

WATER PROOF FLASHING INBETWEEN TOPPING SLAB AND PRECAST

BOLTED RAILING SELVES

ALUMINUM RISER SEE STRUCTURAL

SEE STRUCTURAL

PRECAST WALL

A1.2.12 A1.2.12

REMOVABLE SEATING DETAIL @ PRECAST WALL

1" = 1'-0"

A1.2.12 A1.2.12

REMOVABLE SEATING DETAIL @ RISER JOINT

1" = 1'-0"

A1.2.11 A1.2.12

LOWER CONCOURSE REMOVABLE SEATING & RAILING 3/8" = 1'-0"

ANCHOR BOLTS DOWELED INTO PRECAST

RAILING SLEVE SPACER

RAILING POST REMOVABLE RAILING

A1.2.12

REMOVABLE RAILING SLEVE - PLAN 1 1/2" = 1'-0"

PARKING

3.5 0.9

PARKING

RAMP

9.5 12

12.1

0.8 B

WAY HALL

FIELD SUITE 2 FIELD SUITE 1

FIELD SUITE 3

FIELD SUITE 4

FIELD SUITE 5

FIELD SUITE 6

12.2

FIELD SUITE 7

FIELD SUITE 8

FIELD SUITE 9

HALL WAY

FIELD SUITE 10 FIELD SUITE 11 FIELD SUITE 12

3/4"

2 2 - 9"

'3"

A1.2.12

SIM.

13 SIM. '11 3/4"

A1.2.12

A1.2.12 " 7/8 10

10 7/8 "

'17

REMOVABLE RAILING SEE ELEVATION

REMOVABLE RAILING SEE ELEVATION 14

'-2

7/8"

17 '-

A1.2.12

Sim 17 '

'13

14 '-

INFINITE ENERGY CENTER & ENTERTAINMENT DISTRICT [IFC] LOCATION | Gwinnett County, Atlanta, Georgia PHASES OF DESIGN | Master Planning & Programming Feasibility Study TEAM & DURATION | 3 People & 6 Months PROJECT DESCRIPTION | Infinite Energy Center is a entertainment district with a convention center, theater, retail, hotel and trail connectivity. The IEC development is part of a bigger master plan with Gwinnett County and other development groups in hopes to better the walkabilty and connectivity of pedestrian traffic. Transit Oriented Development and trail connections are the infrastructure behind this project .

| INFINITE ENERGY CENTER MASTER SITE PLAN

| INFINITE ENERGY CENTER HOTEL BALCONY VIEW

| INFINITE ENERGY CENTER INFINITE ARENA SECURITY GATES

6| JOHNSON MATTHEY LAB [MATERIALS TESTING LAB]

LOCATION | Savannah, GA

PHASES OF DESIGN | Conceptual Design TEAM & DURATION | 2 People & 2 Months PROJECT DESCRIPTION | Johnson Matthey lab is located in the outskirts of Savannah, GA right next to the warehouse that fabricates the materials tested in the lab. This facility houses offices and lab space to test various metal materials to then be produced in the warehouse.

| JOHNSON MATTHEY LAB EAST ELEVATION

| JOHNSON MATTHEY LAB NORTH ELEVATION

eVolo SKYSCRAPER COMPETITION [2017 eVolo Magazine Competition]

LOCATION | Unknown.. PHASES OF DESIGN | Conceptual Design TEAM & DURATION | 2 People & 2 Months PROJECT DESCRIPTION | The Evolo Skyscraper Competition is held every year for the yearly eVolo Magazine release. This is a international competition questioning humanities future life and habitation. Will we still have high rises in the future? What will they be used for? How will they perform? The future of humanity relies on self-replication to survive. This high rise is a factory of self replicating materials to construct buildings/cities on a natural pattern. Materials are made throughout the high rise working its way to the pod chamber to get launched to the site in which it gets constructed,

8| VILLA AVALON [MICRO-HOUSE]

LOCATION | Lake Hartwell, GA PROJECT BUDGET | $ 25,000 PHASES OF DESIGN | Conceptual Design to Construction Administration TEAM & DURATION | 4 People & 1.5 Years PROJECT DESCRIPTION | Villa Avalon is nestled in the lush scenery of Lake Hartwell. This space houses a loft space private bedroom, cooking space & living space located in front of the window wall equaling 400sq.ft. This micro-house is 10’ in width, 20’ in length & 20’ in height. The build required the design team of 4 to stay on site for several days at a time to complete this job. With minimal tools and rigging the project was complete in 1.5 years.

| VILLA AVALON EXPLODED ISOMETRIC

| VILLA AVALON STRUCTURAL COLUMNS

| VILLA AVALON FRAMEWORK & WATER PROOFING

| VILLA AVALON RECLAIMED FACADE & PELLA WINDOWS

| VILLA AVALON EXTERIOR ENTRANCE VIEW

| VILLA AVALON INTERIOR VIEWS

| VILLA AVALON EXTERIOR CREEK VIEW

9| FURNITURE DESIGN [DESIGN & FABRICATION]

LOCATION | Atlanta, Georgia

AVERAGE COST OF PIECES | $ 2,000 PHASES OF DESIGN | Conceptual Design to Fabrication DESCRIPTION | South of Urban is a design and fabrication lab that houses a 4-axis CNC router, various industrial milling machinery, and a variety of makers. Designing and making anything from architectural screening to entertainment cadenzas, experimenting and ‘doing’ drives innovation.

| Z LOUNGER CHAIR ASSORTED WOODS & COLORS

| ENTERTAINMENT CREDENZA WALNUT VENEERED PLYWOOD

| OFFICE RECEPTION DESK METAL & WALNUT

| ENTERTAINMENT CREDENZA WALNUT & RECLAIMED PINE

| ENTERTAINMENT CREDENZA MAHOGANY, OAK & METAL