Melinda Ubera Work Samples by Melinda Ubera

PORTFOLIO work samples

melinda ubera

Melinda Ubera

Hilcorp Headquarters // HOK Houston, Texas Project Type // Commercial, High Rise Client // Hilcorp Developer// Hines Design Architect // HOK Architect of Record // Kendall-Heaton Associates Interiors // Gensler

Structural Engineer // Walter P. Moore MEP Engineer // WSP Engineering Landscape // The Office of James Burnett Civil Engineer // Brown & Gay Engineers, Inc. General Contractor // Harvey Construction

F.5

E.5

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE B.7

C.7

RELOCATED CITY STREET LAMP

15' - 0" 1' - 0"

7' - 6"

3' - 9"

15' - 0"

18' - 11 7/8"

BLOCK 256

3' - 9"

16 'L1 0" 4

HOUSTON, TX

5' - 2 7/8"

EXISTING BASEMENT TUNNEL

7' - 6"

1 / A2.11

1A2.51

2A2.51 18' - 4 1/8"

+45'-4 1/2"

BUS STOP (N.I.C)

+45'-0"

+45'-6"

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.1

STREET CURB RE: CIVIL

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.2

3' - 9"

1A2.61

L03 PLANTING RE: LANDSCAPE

DECOMPOSED GRANITE

R W 38'5 P L0 " 6

R 45 9'-6 WO RKPO 1/2" INT 1A

YG TREE PIT SUBSURFACE OUTLINE RE: A2.10-S

L10 4' - 4"

+46'-2 1/2"

L02

3A 2.61

L11

6' - 0"

5' - 6"

21A2.51

" '-6 9 L0

3' - 6"

2'-6" TYP.

13' - 9"

'-6" R 55 L07 WP

1 14A2.6

5.4 6"

23A2 .62

2A 2.61

L-VP

L01 15' - 4"

+46'-5 1/2"

5' -

1A2. 62

STONE FLOOR REFER TO LOBBY PAVING 1A3.38

+46'-3"

10"

15' - 0"

+46'-2 1/2"

+46'-5 1/2"

10' - 6"

R 38'-6" WP L08

CURB EXPANSION JOINT

1/28/2014 4:58:56 PM

R (R 44'E: 4" A2 00 .1 ) 5 P

15' - 0"

W R 2 P 8 (R 0'-8 E: 1/4 A2 " 00 .1)

+46'-4 1/2"

C.3

B.7

  

  



STONE TYPE 1

3 2 1

STONE TYPE 2

NO.

1 / A2.13

29 JAN 2014 20 DEC 2013 08 NOV 2013

BALANCE OF TRADES BID ADD. NO.2 BALANCE OF TRADES BID/PERMIT FOR INFORMATION

DATE

STONE TYPE 5

CAD FILENAME

PRECAST CONCRETE TYPE 2

DRAWING TITLE

ISSUE

ENLARGED HARDSCAPE

TRUE NORTH

1. REFER TO A2.10-S ENLARGED SUBSURFACE PLANS

KHA PROJECT NO.

ENLARGED HARDSCAPE - PLAZA

   

STONE TYPE 1

GENERAL NOTES:

     

3 1' - 11 1/4"

R 16'8 1/4" WP 7 (RE: A20 0.1)

GRAVEL BAND RE: LANDSCAPE 14A2.51 7' - 6"

1A2.61

'-4" .1) R 26 A200 E: 6 (R

2 21A2.6

Hilcorp Headquarters

+46'-3 1/2" TOP OF CURB +46'-9 1/2"

EXTENTS OF BUILDING ABOVE

 

7' - 6"

R 4 (R 70'-2 E: " A20 0.1) WP

STONE BAND TYPE ST-2 2%





6A 2.62







OPEN TO BELOW



3A2. 62



CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

7' - 6"

STONE UNIT PAVERS TYPE ST-2

    

KE ND AL L-H EA TO NA SSO CIA TES R

2' - 6" TYP.

15' - 0"

3' - 3"

4' - 7"

L09 3' - 0"

20' - 8 5/8"

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.3

7' - 6"

6' - 0"

R 26 WP '-0" L05 1' - 2"

+45'-11"

15' - 0"

R 26 WP '-2" L10

+45'-11 1/2"

STONE UNIT PAVERS TYPE: ST-5

+46'-2"

+46'-2 1/2"

10' - 11"

7' - 2" TOP OF CURB +46'-5 1/2" 2A2.6 1

20 14

5' - 9"

8' - 10"

L04

TOP OF CURB +46'-7 1/8"

PRECAST CONCRETE PAVER TYPE 2

L05

1' - 4"

4A2.62

+46'-1 1/8"

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.1

-4" R 14' L04 WP

4' - 2"

4A 2.6 1

2A2.61

4' - 6"

R W 38'P L1 6" 1

PRECAST CURB

Landscape Architect

7' - 6"

L08

8' - 0"

2' - 0"

Civil Engineering

THE OFFICE OF JAMES BURNETT

3' - 9"

R 38'-8 " WP L02

R 26 WP '-0" L0 3

L06

LIGHT FIXTURE RE: ELECTRICAL

BROWN & GAY ENGINEERS, INC. 3

RELOCATED CITY STREET LAMP

   

19' - 3"

'-6" R 55 1 L0 WP

+45'-11"

WSP

Mechanical, Electrical, Plumbing, Fire Protection

5' - 4 5/8"

14' - 5 5/8"



8' - 1"

JA N

11"

Structural Engineering

TREE PIT (TYP) RE: LANDSCAPE

+46'-1"

10' - 7"

WOOD BENCH RE: LANDSCAPE

GENSLER

Interior Architect

WALTER P. MOORE

1' - 0"

9' - 6"

14' - 11"

TOP OF CURB +46'-7"

PLANTING RE: LANDSCAPE

Architect of Record

15' - 0"

" '-0 10 L12 P W

4' - 11"

11' - 6"

HOT FLUID APPLIED WATERPROOFING SYSTEM NO. 3

KENDALL/HEATON ASSOCIATES, INC.

PROPERTY LINE

6' - 6 3/4"

4' - 9 7/8"

Design Architect

EXISTING BASEMENT WALL BELOW TO REMAIN.

L12

12' - 6"

L07

CURB EXPANSION JOINT

Development Manager

ZIEGLER COOPER ARCHITECTS

L14

4' - 8 1/8"

5' - 10"

7' - 5"

2% 6"

5' - 3 7/8"

4' - 9 7/8"

TOP OF CURB +45'-10"

+45'-10 1/2"

+45'-10"

TOP OF CURB +46'-4 1/2"

3' - 7"

HINES

WORK SAMPLE ONLY

+45'-9"

TOP OF CURB +46'-2 1/2"

TOP OF CURB +45'-8 1/2"

+45'-4"

3' - 1"

CURB RAMP RE: CIVIL

13' - 4 5/8"

1A2.61

+45'-8 1/2"

+45'-3"

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

2A2.61

11' - 0"

22' - 6 3/4"

+45'-9 1/8"

5% PRECAST CONCRETE PAVER TYPE 2

3/16" = 1'-0"

13003

DRAWING NUMBER

A2.10

E.5

1 / A2.11-S

F.5

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE B.7

C.7

2A2.51

1A2.51

7' - 6"

15' - 0" TREE PIT

+44'-8" BOT. OF CURB

3' - 9"

15' - 0" TREE PIT

3' - 9"

4' - 9 7/8"

15' - 0" 15' - 0"

21A2.51

3' 3' -

BUILT UP SLAB RE: STRUCTURE

DRAIN +44'-1"

3' - 7"

BENCH SUPPORT METAL PLATE CENTERPOINT

+45'-0"

7' - 0" 20' - 6 1/2"

10' - 0" TREE PIT

DRAIN +43'-6"

+45'-11" BOT. OF CURB 15' - 0"

SLOPE DN

+40'-11" +44'-6"

15' - 0"

PERFORATED DRAINING PIPE

1/28/2014 4:59:00 PM

7' - 6"

DRAIN +44'-0"

1' - 11 1/4"

DRAIN +44'-0"

3 9' - 3 3/8"

DRAIN +44'-0"

14A2.51

1A2.61

SLOPE DN

OPEN TO BELOW

7' - 6"

8' - 0" 24' - 5"

2' - 11" E.O.S





TREE ANCHOR SPECIFIED BY LANDSCAPE RE: 25A2.62 TYPICAL

1' - 6" 10' - 0" TREE PIT



3 2 1

NO.

29 JAN 2014 20 DEC 2013 08 NOV 2013

DATE

     

   

  





6.2



+45'-9"

    

DRAIN +43'-6"



2' - 0"

+44'-6"

SLOPE DN

+44'-6"

3A2. 62

10' - 0" TREE PIT

1 14A2.6

10' - 0" TREE PIT

+45'-10 1/2" BOT. OF CURB

2' - 0" 2' - 0"

SLOPE DN

9' - 10 1/2"

+46'-3"

L-VP

  



20 14

3' - 9"

7' - 6"

+45'-10 1/2" BOT. OF CURB

DRAIN +44'-1"

10' - 0" TREE PIT

3' - 7"

2' - 4"

10' - 0" TREE PIT 2' - 0"

20' - 0"

10' - 0" TREE PIT

DRAIN +43'-6"

.00°

DRAIN +44'-1"

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

CONCRETE CURB ON BUILT UP SLAB ELEVATION VARIES

5' - 4"

DRAIN +43'-6"

+44'-6"

4' - 2" 60

10' - 0" TREE PIT

+40'-11"

2' - 11"

7' - 6"

10' - 0" TREE PIT



3' - 9"

SLOPE DN

10' - 0" TREE PIT

5' - 10"

5' - 0"

28' - 4"

+45'-10 1/2" BOT. OF CURB

1' - 6"

SLOPE DN

1' - 6"

DRAIN +43'-6"

+44'-11 1/2"

KE ND AL L-H EA TO NA SSO CIA TES 18' - 5 1/2"

+46'-0"

SLOPE DN

8' - 0" E.O.S

SLOPE DN

1' - 2"

1' - 8" E.O.S

11' - 11"

1' - 6"

+45'-9"

23.00°

6' - 10"

SLOPE DN

6' - 0"

DRAIN +43'-6"

CONCRETE CURB ON BUILT UP SLAB ELEVATION VARIES

10' - 0"

DRAIN +43'-6"

25' - 10 1/2" E.O.S

4' - 10 5/8" TREE PIT

JA N

4' - 6"

8' - 7" E.O.S

 

10' - 0" TREE PIT

2' - 5"

+46'-0"

+44'-11 1/2" 6' - 6 1/2" E.O.S

10' - 0" TREE PIT

2' - 0" 2' - 0"

37.00 °

+45'-7 1/2" BOT. OF CURB

+44'-4" BOLLARD RE: STRUCTURE

-7

SLOPE DN

4' - 9 7/8" E.O.S

+45'-11" BOT. OF CURB

4A 2.6 1

10' - 0" TREE PIT 8' - 0" 2' - 0" +45'-9" BOT. OF CURB

Civil Engineering

Landscape Architect

   

3' 3'

BROWN & GAY ENGINEERS, INC.

THE OFFICE OF JAMES BURNETT

15' - 0"

11' - 0"

+45'-7" BOT. OF CURB

WSP

Mechanical, Electrical, Plumbing, Fire Protection

14' - 5" E.O.S

4' - 0"

43' - 4 1/2"

10' - 0" TREE PIT

GENSLER

Interior Architect

Structural Engineering

TREE ANCHOR PLINTH RE: STRUCTURE

7" 3' -

DRAIN +43'-6"

9' - 6"

+45'-7" BOT. OF CURB

3' - 7"

40' - 2 3/8"

CONCRETE BENCH FOOTING

Architect of Record

WALTER P. MOORE

3' - 7"

7' - 6"

10' - 0" TREE PIT

4' - 11"

3' - 7"

TREE ANCHOR SPECIFIED BY LANDSCAPE RE: 25A2.62 TYPICAL

Design Architect

KENDALL/HEATON ASSOCIATES, INC.

1A2.61

4' - 0"

4' - 8 1/8"

4' - 9 7/8" E.O.S

4' - 9 7/8"

DRAIN +43'-8"

DRAIN +43'-6"

3' - 7" E.O.S LIGHT POLE ANCHOR PLATE RE: STRUCTURE

ZIEGLER COOPER ARCHITECTS

+44'-6 1/2

EXISTING BASEMENT WALL BELOW TO REMAIN.

10' - 0" TREE PIT

Development Manager

CONCRETE CURB ON BUILT UP SLAB ELEVATION VARIES

+45'-6 1/2" BOT. OF CURB

DRAIN +43'-8"

5' - 0"

HINES

WORK SAMPLE ONLY

DRAIN +43'-8"

+45'-6" BOT. OF CURB

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

1A2.61

+45'-4 1/2" BOT. OF CURB

9'6"

11' - 6" E.O.S

CONCRETE CURB ON BUILT UP SLAB ELEVATION VARIES

HOUSTON, TX

+45'-3"

+44'-11" BOT. OF CURB

3' - 1"

BLOCK 256

+45'-10"

+45'-2" BOT. OF CURB 22' - 6 3/4"

7' - 6"

5' - 2 7/8" TREE PIT

18' - 4 1/8" TREE PIT

BALANCE OF TRADES BID ADD. NO.2 BALANCE OF TRADES BID/PERMIT FOR INFORMATION

ISSUE

CAD FILENAME

7 1 / A2.13-S

DRAWING TITLE

GENERAL NOTES:

ENLARGED SUBSURFACE

TRUE NORTH

1. REFER TO A2.10 ENLARGED HARDSCAPE PLANS

KHA PROJECT NO.

ENLARGED SUBSURFACE - PLAZA

3/16" = 1'-0"

13003

DRAWING NUMBER

A2.10-S

2Hilcorp Headquarters

HOUSTON, TX

+44'-10"

HINES

8' - 9"

+45'-5 5/8"

BROWN & GAY ENGINEERS, INC. Civil Engineering

THE OFFICE OF JAMES BURNETT Landscape Architect

6" WIDE TRENCH DRAIN WITH STAINLESS STEEL GRATE. JAY R. SMITH MO. 9816 RE: MEP

5' - 0"

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.2A

+45'-2"

+45'-4 5/8"

6" WIDE TRENCH DRAIN WITH STAINLESS STEEL GRATE. JAY R. SMITH MO. 9816 RE: MEP

+45'-6 5/8"

+45'-6"

LIGHT POLE RE: ELEC

+45'-8"

5' - 0"

STONE UNIT PAVERS TYPE: ST-5

+45'-11 1/4"

+45'-8 3/4"

STONE UNIT PAVERS TYPE: ST-1

+45'-7 1/4"

+45' 9 1/4"

1' - 0 3/4"

+45'-8 1/2"

+46'-1 1/8"

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

1/4" 5' - 0

1/4"

5' - 0

1/4"

5' - 0

24A2.6 1

1/4"

5' - 0

+46'-0 1/2" 29A2.6 1

1/4"

5' - 0

STONE UNIT PAVERS TYPE: ST-5

+46'-3" 1/4"

5' - 0

1/4"

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.2A

BOLLARDS RE: ELECTRICAL

+46'-6" 2%

STONE UNIT PAVERS TYPE: ST-2 23A2.62

STONE FLOOR REFER TO LOBBY PAVING 1A3.38

 







STONE TYPE 1

     

   

  



1/28/2014 4:59:04 PM







5.4

    

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

+45'-11 1/8"

5' - 0 1/4"

YE +45'-11 7/8"

5' - 0"

+46'-3" 5' - 0 1/4"

+45'-9 7/8"

5' - 0"

5' - 0 1/4"

R 448 '-10 1/2 WORK " POINT 1A

5' - 0 1/4"

1' - 4 1/8" 24A2.62

R 449 '-6 WORKP 1/2" OINT 1A

5' - 0 1/4"

2 3/8"

+46'-3" 5' - 0 1/4"

+45'-10 1/2"

5' - 0" 2' - 6" TYP.

6' - 5 3/8"

STONE UNIT PAVERS TYPE: ST-1

8' - 4 1/2" VEHICLE BOLLARDS TYPE: 1

5' - 0"

1' - 3" TYP.

9' - 11 7/8"

5' - 0"

PRECAST CURB

+45'-11 1/8"

+46'-1 5/8" VEHICLE BOLLARDS TYPE: 2

BOLLARDS RE: ELECTRICAL

  



20 14

+45'-3 3/8"

5' - 0"

+45'-6 1/4"

WSP

Mechanical, Electrical, Plumbing, Fire Protection

23A2.61

21' - 0"

22A2.61

+45'-8 3/4" STONE UNIT PAVERS TYPE: ST-5

Structural Engineering

   

+45'-3 7/8"

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.2A

1' - 7"

3' - 9"

+45'-1"

26' - 7 1/2"

5' - 0" +45'-6 3/8"

+45'-4"

5' - 0"

23A2.61 21' - 3"

+45'-1 1/2"

+45'-2"

15' - 1"

5' - 0"

9' - 0"

12A2.61

+45'-0"

PLANTING AREA RE: LANDSCAPE

+45'-4"

GENSLER

Interior Architect

WALTER P. MOORE

5' - 0"

+44'-11"

+45'-1 1/2"

Architect of Record

PRECAST CONCRETE PAVER TYPE 2

+45'-2 5/8"

+45'-0 1/2"

+44'-11 1/2"

4' - 6"

3' - 9"

+44'-10 1/2"

5' - 0"

+45'-1"

Design Architect

8' - 9"

ZIEGLER COOPER ARCHITECTS

KENDALL/HEATON ASSOCIATES, INC.

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.1A



10' - 6"

PRECAST CONCRETE PAVER TYPE 2

Development Manager

LIGHT POLE RE: ELEC

+44'-9"

+45'-0"

7' - 6"

1' - 7" 7' - 6"

+44'-9 1/2"

WORK SAMPLE ONLY

PLANTING AREA RE: LANDSCAPE

+44'-9 1/2"

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

+44'-9" +45'-0"

JA N

+44'-9"

+44'-8"

SIGNAGE

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.2A

LIGHT POLE RE: ELEC

BLOCK 256

F.5

1 / A2.10

+44'-7"

5' - 0"

6" WIDE TRENCH DRAIN WITH STAINLESS STEEL GRATE. JAY R. SMITH MO. 9816 RE: MEP

G.5

7' - 2 1/8"

+44'-6"

LIGHT POLE RE: ELEC

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D H.5

1 / A2.12

J.5

STONE TYPE 1

3 2 1

STONE TYPE 2

NO.

29 JAN 2014 20 DEC 2013 08 NOV 2013

CAD FILENAME

PRECAST CONCRETE TYPE 2

DRAWING TITLE

GENERAL NOTES:

BALANCE OF TRADES BID ADD. NO.2 BALANCE OF TRADES BID/PERMIT FOR INFORMATION

DATE

STONE TYPE 5

ISSUE

ENLARGED HARDSCAPE

TRUE NORTH

1. REFER TO A2.11-S ENLARGED SUBSURFACE PLANS

KHA PROJECT NO.

ENLARGED HARDSCAPE - VEHICLE DROP OFF

Hilcorp Headquarters

3/16" = 1'-0"

13003

DRAWING NUMBER

A2.11

HINES

Development Manager

T.O.C +44'-9"

ZIEGLER COOPER ARCHITECTS Design Architect

BROWN & GAY ENGINEERS, INC. Civil Engineering

THE OFFICE OF JAMES BURNETT Landscape Architect

VEHICL E BOL LARDS 5' - 0 1/4" 5' - 0

1/4"

5' - 0

1/4"

5' - 0

1/4"

5' - 0

1/4"

5' - 0

1/4"

5' - 0

1/4"

+46'-2"

+46'-3"

SLOPE DN

11' - 11"



L-VP









3 2 1

NO.

29 JAN 2014 20 DEC 2013 08 NOV 2013

DATE

     

   

  



 

+46'-3" 2' - 4"

    

1/28/2014 6:14:17 PM

XA +45'-3 3/4"

25' - 8 3/4" VEHICLE DROP OFF SLOPED SLAB INITIAL WORKPOINT



4 YE

  



20 14

5' - 0 1/4"

5' - 0"

STRUCT URAL

7° .6 79

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

5' - 0 1/4"

5' - 0"

5' - 0 1/4"

12' - 0"

5' - 0 1/4"

9' - 11 7/8"

5' - 0 1/4"



5' - 0"

31' - 4 1/2"

5' - 0"

CONCRETE CURB ON STRUCTURAL SLAB ELEVATION VARIES

JA N

5' - 0"

1' - 3 7/8"

5' - 0"

5' - 9 7/8" E.O.S

WSP

Mechanical, Electrical, Plumbing, Fire Protection

23A2.61

6' - 6 1/2" E.O.S

5' - 0 1/4"

R 448 '-10 1/2" WORKP OINT 1A

5' - 0 1/4"

SLOPE DN

+44'-10"

Structural Engineering

5' - 0"

5' - 0" 5' - 0" 5' - 0" 5' - 0" 6' - 5 3/8"

9' - 8 5/8"

1' - 4 3/8"

4°

WALTER P. MOORE

5' - 8"

+44'-10"

22A2.61

BUILT UP SLAB GRADE VARIES

7' - 8 1/2"

6°

.0 85

LIGHT POLE ANCHOR PLATE RE: STRUCTURE

GENSLER

Interior Architect

3' - 7" E.O.S

21' - 6 3/4"

DRAIN +43'-6"

6' - 9 1/8"

5' - 5 1/4"

5' - 0"

23A2.61

Architect of Record

12' - 10"

25' - 8 3/4"

26' - 2 3/4"

.9 94

CONCRETE CURB ON STRUCTURAL SLAB ELEVATION VARIES

KENDALL/HEATON ASSOCIATES, INC.

4' - 9 7/8" E.O.S

1' - 6" E.O.S

26' - 2 3/4"

+44'-7"

1' - 6" E.O.S

1' - 2"

13' - 6 3/8"

20' - 7"

5' - 0"

9' - 0"

10' - 6" E.O.S

29' - 4" 3" E.O.S

5' - 9 7/8"

1' - 6"

BOLLARD ANCHOR PLATE RE: STRUCTURE

4' - 0"

12' - 10"

29' - 2 3/4"

+44'-5 1/2"

WORK SAMPLE ONLY

+44'-5"

T.O.C +44'-9"

+44'-5"

1' - 8"

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

LIGHT POLE ANCHOR PLATE RE: STRUCTURE

HOUSTON, TX

   

1' - 0"

3A2.51

5' - 0"

BLOCK 256

F.5

1 / A2.10-S

G.5

5' - 2 7/8" TREE PIT

+44'-3"

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D H.5

1 / A2.12-S

J.5

BALANCE OF TRADES BID ADD. NO.2 BALANCE OF TRADES BID/PERMIT FOR INFORMATION

ISSUE

CAD FILENAME

DRAWING TITLE

GENERAL NOTES:

ENLARGED SUBSURFACE

TRUE NORTH

1. REFER TO A2.11 ENLARGED HARDSCAPE PLANS

KHA PROJECT NO.

ENLARGED SUBSURFACE - VEHICLE DROP OFF

3/16" = 1'-0"

13003

DRAWING NUMBER

A2.11-S

4Hilcorp Headquarters

1'-6"

R=3/4"

WATERPROOFING MEMBRANE

LEVEL 01 (PLAZA) EL. 46'-6"

ROOT STOP PROTECTION COURSE

WATERPROOFING MEMBRANE

4" FINISH GRADE PLAZA RE: ARCH PLAN

FINISH GRADE PLAZA RE: ARCH PLAN BUILT UP SLAB RE: STRUCTURE

R=3"

BUILT UP SLAB RE: STRUCTURE

DRAINAGE PANEL

STRUCTURAL SLAB RE: STRUCTURE

ROOT STOP PROTECTION COURSE

VEHICLE BOLLARD - TYPE 1

1 1/2" = 1'-0"

TRENCH DRAIN RE: MEP METAL GRATE AND TRENCH DRAIN RE: MEP

STONE SETTING BED

LEVEL 01 (PLAZA) EL. 46'-6"





GRADE VARIES RE: ARCH PLAN

1 1/2" = 1'-0"

DECOMPOSED GRANITE RE: LANDSCAPE

2'-0"

FILTER FABRIC

WATERPROOFING MEMBRANE

BUILT UP SLAB RE: STRUCTURE

SECTION THROUGH TRENCH DRAIN AT STONE PAVERS1 1/2" = 1'-0"

LEVEL 01 (PLAZA) EL. 46'-6"

10"

R=3"

PRECAST CURB

FILTER FABRIC

DRAINAGE/WATER RETENTION COMPONENT

ROOT STOP PROTECTION COURSE

GRADE VARIES RE: ARCH PLAN

R=3" 3

STONE UNIT PAVERS RE: ARCH PLAN GRADE VARIES RE: ARCH PLAN

(NOTE: PLANTING PER LANDSCAPE)

STONE SETTING BED WATERPROOFING MEMBRANE

DRAINAGE PANEL GRADE VARIES RE: ARCH PLAN PROTECTION COURSE WATERPROOFING MEMBRANE

WATERPROOFING MEMBRANE BUILT UP SLAB RE: STRUCTURE

BUILT UP SLAB RE: STRUCTURE

STRUCTURAL FOAM RE: STRUCTURE

STRUCTURAL BEAM RE: STRUCTURE

CONCRETE SLAB RE: STRUCTURE

SECTION THROUGH STONE PAVERS AT DECOMPOSED GRANITE

1 1/2" = 1'-0"

PRECAST CURB

FILTER FABRIC

R=3"

DRAINAGE/WATER RETENTION COMPONENT ROOT STOP PROTECTION COURSE

STONE SETTING BED WATERPROOFING MEMBRANE

WATERPROOFING MEMBRANE

BUILT UP SLAB RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

STRUCTURAL FOAM RE: STRUCTURE

LEVEL 01 (PLAZA) EL. 46'-6"

CONCRETE UNIT PAVERS RE: ARCH PLAN

DRAINAGE/WATER RETENTION COMPONENT

GRADE VARIES RE: ARCH PLAN

(NOTE: PLANTING PER LANDSCAPE)

WATERPROOFING MEMBRANE

BUILT UP SLAB RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

STRUCTURAL FOAM RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

WATERPROOFING MEMBRANE

SECTION THROUGH STONE PAVERS AT PLANTING CURB

1 1/2" = 1'-0"

LEVEL 01 (PLAZA) EL. 46'-6"

R=3" 3

(NOTE: PLANTING PER LANDSCAPE) FILTER FABRIC

GRADE VARIES RE: ARCH PLAN

PRECAST CURB

R=3/4"

CONCRETE UNIT PAVERS RE: ARCH PLAN

PRECAST CURB

R=3/4"

ROOT STOP PROTECTION COURSE

PAVER SETTING BED

WATERPROOFING MEMBRANE

(NOTE: PLANTING PER LANDSCAPE)

FILTER FABRIC

10"

LEVEL 01 (PLAZA) EL. 46'-6"

ALUMINUM EDGE RESTRAINT

1 1/2" = 1'-0"

SECTION THROUGH STONE PAVERS AT PLANTING CURB

R=3" 6"

STRUCTURAL SLAB RE: STRUCTURE

10"

1 1/2" = 1'-0"

DRAINAGE/WATER RETENTION COMPONENT

CONCRETE UNIT PAVERS RE: ARCH PLAN GRADE VARIES RE: ARCH PLAN

ROOT STOP PROTECTION COURSE

WATERPROOFING MEMBRANE

BUILT UP SLAB RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

 OF

PAVER SETTING BED

BUILT UP SLAB RE: STRUCTURE

STRUCTURAL FOAM RE: STRUCTURE

REG IS    

STRUCTURAL SLAB RE: STRUCTURE

SECTION THROUGH TRENCH DRAIN AT PLANTING CURB



ECT

STRUCTURAL SLAB RE: STRUCTURE

  

STRUCTURAL FOAM RE: STRUCTURE



STRUCTURAL FOAM RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

RED ARCH T E   

WATERPROOFING MEMBRANE

STRUCTURAL SLAB RE: STRUCTURE

ROOT STOP PROTECTION COURSE

STONE UNIT PAVERS RE: ARCH PLAN GRADE VARIES RE: ARCH PLAN

(NOTE: PLANTING PER LANDSCAPE)

CAST IN PLACE CONCRETE

DRAINAGE/WATER RETENTION COMPONENT

6" R=3/4"

BUILT UP SLAB RE: STRUCTURE

ROOT STOP PROTECTION COURSE

STRUCTURAL FOAM RE: STRUCTURE

STONE SETTING BED

LEVEL 01 (PLAZA) EL. 46'-6"

BUILT UP SLAB RE: STRUCTURE

LEVEL 01 (PLAZA) EL. 46'-6"

PRECAST CURB

WATERPROOFING MEMBRANE

10"

R=3/4"

STONE SETTING BED

1 1/2" = 1'-0"

R=3/4"

STONE UNIT PAVERS RE: ARCH PLAN

DECOMPOSED GRANITE RE: LANDSCAPE

STRUCTURAL SLAB RE: STRUCTURE

SECTION THROUGH BENCH DECOMPOSED GRANITE AT BENCH

TRENCH DRAIN RE: MEP

STRUCTURAL FOAM RE: STRUCTURE

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 28

 

1 1/2" = 1'-0"

STRUCTURAL SLAB RE: STRUCTURE STRUCTURAL FOAM RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

1 1/2" = 1'-0"



STONE UNIT PAVERS RE: LANDSCAPE

PROTECTION COURSE WATERPROOFING MEMBRANE

CAST IN PLACE CONCRETE

TRENCH DRAIN AT BASEMENT RAMP



SECTION THROUGH DECOMPOSED GRANITE AT PLANTING CURB

DRAINAGE PANEL

GRADE VARIES RE: ARCH PLAN

STRUCTURAL FOAM BUILT UP SLAB RE: STRUCTURE RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE





STRUCTURAL SLAB RE: STRUCTURE

ALUMINUM EDGE RESTRAINT

ROOT STOP PROTECTION COURSE

WATERPROOFING MEMBRANE



STRUCTURAL FOAM RE: STRUCTURE

(NOTE: PLANTING PER LANDSCAPE)

DRAINAGE/WATER RETENTION COMPONENT

BUILT UP GRADE

LEVEL BASEMENT EL. 32'-0"





STRUCTURAL SLAB STRUCTURAL SLAB RE: STRUCTURE RE: STRUCTURE

SECTION THROUGH DECOMPOSED GRANITE AT PLANTING CURB BENCH

STONE UNIT PAVERS RE: ARCH PLAN 3

5" RAMP SLAB RE: STRUCTURE



BUILT UP SLAB RE: STRUCTURE

1 1/2" = 1'-0"



BUILT UP SLAB RE: STRUCTURE

WATERPROOFING MEMBRANE

10"

VEHICLE BOLLARD - TYPE 2



PROTECTION COURSE WATERPROOFING MEMBRANE

DRAINAGE/WATER RETENTION COMPONENT

STRUCTURAL FOAM RE: STRUCTURE





GRADE VARIES RE: ARCH PLAN

FILTER FABRIC

WATERPROOFING MEMBRANE

PROTECTION COURSE WATERPROOFING MEMBRANE

WORK SAMPLE ONLY

DRAINAGE/WATER RETENTION COMPONENT

R=3/4"

(NOTE: PLANTING PER LANDSCAPE)

GRADE VARIES RE: ARCH PLAN

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

FILTER FABRIC

LEVEL 01 (PLAZA) EL. 46'-6"

DRAINAGE PANEL

2'-6"

(NOTE: PLANTING PER LANDSCAPE)

DECOMPOSED GRANITE RE: LANDSCAPE

2014

DECOMPOSED GRANITE RE: LANDSCAPE

R=3"

STONE UNIT PAVERS RE: ARCH PLAN



PRECAST CURB

LEVEL 01 (PLAZA) EL. 46'-6"

ELECTRICAL CONDUIT RE: ELECTRICAL

BLOCK 256

PRECAST CURB

STONE UNIT PAVERS RE: ARCH PLAN

LEVEL 01 (PLAZA) EL. 46'-6"

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

VEHICLE BOLLARD RE: STRUCTURE

3'-7 7/8"

VEHICLE BOLLARD RE: STRUCTURE

3'-7 7/8"

METAL ENCLOSURE TO MATCH LIGHT FIXTURE

JA N

1'-1 7/8"

METAL ENCLOSURE TO MATCH LIGHT FIXTURE

3 1/2"

10 3/8"

LIGHT FIXTURE RE: ELECTRICAL

10"

8 1/8"

10"

8 1/8"

29 JAN 2014

20 DEC 2013

BALANCE OF TRADES BID/PERMIT

08 NOV 2013

FOR INFORMATION

NO.

DATE

BALANCE OF TRADES BID ADD. NO.2

ISSUE

STRUCTURAL FOAM CAD FILENAME RE: STRUCTURE DRAWING TITLE

STRUCTURAL FOAM RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

PLAZA DETAILS

STRUCTURAL SLAB RE: STRUCTURE

KHA PROJECT NO.

SECTION THROUGH CONCRETE PAVERS AT PLANTING

1 1/2" = 1'-0"

Hilcorp Headquarters

SECTION THROUGH CONCRETE PAVERS AT PLANTING CURB

1 1/2" = 1'-0"

SECTION THROUGH CONCRETE PAVERS AT PLANTING CURB

1 1/2" = 1'-0"

13003

DRAWING NUMBER

A2.61

WATERPROOFING MEMBRANE

ROOT STOP PROTECTION COURSE

BLOCK 256 

FILTER FABRIC

1'-0"

DRAINAGE/WATER RETENTION COMPONENT

 

6'-9"

3'-7"

STONE SETTING BED WATERPROOFING MEMBRANE





1'-0"

6" 5'-

LEVEL 01 (PLAZA) EL. 46'-6"



STRUCTURAL SLAB RE: STRUCTURE









4'-1"





4'-1"

STRUCTURAL SLAB RE: STRUCTURE

SECTION THROUGH EXTERIOR TILE WALL AT PAVERS

1 1/2" = 1'-0"

TYPICAL TREE PIT SECTION

1/2" = 1'-0"

TYPICAL BENCH AT PLANTER GEOMETRY PLAN

EXTERIOR WALL TILE TYPE: 1

CURTAIN WALL RE: ELEVATIONS

10 1/2"

1 1/2" = 1'-0"

EXTERIOR ENVELOPE RE: ELEVATIONS

SEALANT

STONE BASE TO MATCH STONE UNIT PAVER

STONE UNIT PAVERS RE: ARCH PLAN

STONE UNIT PAVERS RE: ARCH PLAN 2

LEVEL 01 (PLAZA) EL. 46'-6"

RE: ARCH PLAN



CONCRETE UNIT PAVERS RE: ARCH PLAN

LEVEL 01 (PLAZA) EL. 46'-6"

SEALANT

LEVEL 01 (PLAZA) EL. 46'-6"

STONE UNIT PAVERS RE: ARCH

STONE SETTING BED WATERPROOFING MEMBRANE

STONE SETTING BED 6"

1 1/2"

BUILT UP SLAB RE: STRUCTURE

PRECAST CURB

LEVEL 01 GRADE VARIES (PLAZA) RE: 46'-6" EL. ARCH PLAN

STRUCTURAL FOAM RE: STRUCTURE WATERPROOFING MEMBRANE STRUCTURAL SLAB RE: STRUCTURE

STONE UNIT PAVERS RE: ARCH PLAN

1 1/2" = 1'-0"

STONE UNIT PAVERS RE: ARCH PLAN

FILTER FABRIC

STONE UNIT PAVERS RE: ARCH CONCRETE UNIT PAVERS RE: ARCH

WATERPROOFING MEMBRANE BUILT UP SLAB RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

STRUCTURAL FOAM RE: STRUCTURE

SECTION THROUGH PAVERS AT CURTAIN WALL

1 1/2" = 1'-0"

STRUCTURAL SLAB RE: STRUCTURE

STRUCTURAL BEAM RE: STRUCTURE

7" CONCRETE COLUMN RE: STRUCTURE

CONCRETE COLUMN RE: STRUCTURE COLUMN COVER RE: ELEVATIONS

COLUMN COVER RE: ELEVATIONS CONCRETE CURB DIMENSION VARIES RE:1, 11 & 21A6.31

SEALANT 1 1/2"

 OF

ECT

WATERPROOFING MEMBRANE

  

ROOT STOP PROTECTION COURSE

SEALANT

1 1/2"

CURVED STONE BASE RE: ELEVATIONS

STONE BASE RE: ELEVATIONS STONE SETTING BED

2 LEVEL 01 (PLAZA) EL. 46'-6"

LEVEL 01 (PLAZA) EL. 46'-6" FILTER FABRIC

2 1

29 JAN 2014

BALANCE OF TRADES BID ADD. NO.2

20 DEC 2013

BALANCE OF TRADES BID/PERMIT

NO.

DATE

ISSUE

CAD FILENAME

SEALANT STONE UNIT PAVERS RE: ARCH PLAN

DRAWING TITLE

GRADE VARIES RE: ARCH PLAN

STONE SETTING BED

PLAZA DETAILS

BASEMENT LEVEL FINISHED CEILING RE: PLAN

RED ARCH T E   

STONE SETTING BED

DRAINAGE/WATER RETENTION COMPONENT

BUILT UP SLAB RE: STRUCTURE

STRUCTURAL FOAM RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

SEALANT

SATIN NICKEL FINISH TYPE: X

DRAINAGE/WATER RETENTION COMPONENT

STONE BASE TO MATCH STONE UNIT PAVER

LEVEL 01 (PLAZA) EL. 46'-6" STONE SETTING BED ALUMINUM EDGE RESTRAINT

ROOT STOP PROTECTION COURSE

SEALANT RE: ARCH PLAN A2.12

ALUMINUM EDGE RESTRAINT

FILTER FABRIC

1 1/2" = 1'-0"

EXTERIOR WALL TILE TYPE: 1

LEVEL 01 (PLAZA) EL. 46'-6"

STONE SETTING BED

SECTION THROUGH PAVERS AT TERMINATION CURB

REG IS    

CURTAIN WALL RE: ELEVATIONS

LEVEL 01 (PLAZA) EL. 46'-6"

STRUCTURAL SLAB RE: STRUCTURE

SECTION THROUGH EXTERIOR TILE WALL AT PAVERS



RE: ARCH PLAN A2.10

WATERPROOFING MEMBRANE

1 1/2" = 1'-0"

R = 1'-0"



K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

SECTION THROUGH STRUCTURAL GLASS AT STONE PAVERS

STRUCTURAL SLAB RE: STRUCTURE

VARIES

STRUCTURAL FOAM RE: STRUCTURE

3/4"

STONE UNIT PAVERS RE: ARCH PLAN

PLANTING EDGE OUTLINE

3'-0"



7'-7



SEALANT

WORK SAMPLE ONLY

BUILT UP SLAB RE: STRUCTURE

6'-9"

EXTERIOR WALL TILE TYPE: 1





BENCH SUPPORT METAL PLATE CENTERPOINT

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

3/4"

3" = 1'-0"

7'-7

TYPICAL TREE ANCHOR INSTALLATION

ROOT STOP PROTECTIONCOURSE WATERPROOFING MEMBRANE

1" = 1'-0"

STRUCTURAL SLAB RE: STRUCTURE 1/2" DIA. EXP. BOLTS PTD. FINISH

6" 5'-

TREE ANCHOR DRILL RE: STRUCTURE

FILLED W/CONCRETE SECTION

INSULATION BOARD TYPE: 5

2'1

8" DIA. SCHED. 40 PIPE

4'-1"

JA N

LEVEL 01 (PLAZA) EL. 46'-6"

1'-0"

DRAINAGE/WATER RETENTION COMPONENT

PIPE BOLLARD DETAIL

CONCRETE BENCH FOOTING

3'-7"

BOLLARD PTD. RE: PLANS AND ELEVATIONS FOR LOCATION

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 4'-1"

STL. PIPE BOLLARD GALV. AFTER FAB. FTD. FINISH

3'-6"

PLAN

REFER TO SUBSURFACE ARCH PLAN FOR TREE PIT WIDTH

TREE ANCHOR RE: LANDSCAPE

1/2" DIA. EXP. BOLTS PTD. FINISH

2'1

3/8" GALV. STEEL PLATE WELDED ALL AROUND TO PIPE TOP AND GROUND SMOOTH 1'-2" X 1'-2" X 1/2" GALV. STEEL PLATE

KHA PROJECT NO.

SECTION THROUGH STRUCTURAL GLASS AT LANDSCAPING

1 1/2" = 1'-0"

SECTION THROUGH EXTERIOR TILE WALL AT LANDSCAPING

1 1/2" = 1'-0"

SECTION THROUGH COLUMN BASE AT LANDSCAPE

1 1/2" = 1'-0"

SECTION THROUGH COLUMN BASE AT STONE PAVERS

1 1/2" = 1'-0"

13003

DRAWING NUMBER

A2.62

6Hilcorp Headquarters

19A7.14

2' - 6"

R 4'-10" WP L911

L915

R 12 WP '-7" L9 12 6' - 4"

1' - 5"

2' - 6"

R 11 P '-8" L9 15 W

R 29'-10" WP L916

10' - 8"

L910

L913

WSP

Mechanical, Electrical, Plumbing, Fire Protection

BROWN & GAY ENGINEERS, INC. Civil Engineering

9.5

THE OFFICE OF JAMES BURNETT Landscape Architect

4A6.52

+146'-11 1/2"

3' - 0" .52 12A6

TREE PIT SUBSURFACE OUTLINE RE: A3.26-S

R 24 '-7" WP L917

" '-9 25 93 L P

5' - 4"

L926

R 40 P '-0 L9 " 35

 

4' - 8"

4' - 0"

R 40'1" WP L96

5' - 6"

" '-2 1 22 93 L

R 47'0" WP L96

R 40 WP '-1" L9 6

R 47 WP '-0" L9 6

3' - 6"

3' - 8"

1' - 6"

FALL ARREST ANCHOR RE: WINDOW WASHING

" R 39'-6 WP L935

L934 L933

'-4" R 11 32 L9 WP

W 30'-0 P L9 " 9

" '-6 23 L99 P W

+146'-11 1/2"

L927

GLASS GUARDRAIL

3 DAVIT PEDESTAL RE: WINDOW WASHING

4' - 6"

8' - 4"

7' - 0"

1' - 4"

3' - 1"

2' - 9"

2' - 0"

1' - 3"

13' - 9"

5' - 3"

3' - 6"

1 1/4"

4' - 2"

5' - 0"

R 11'-6" WP L934

8' - 0"

12' - 3"

5A6.52

16' - 3" 1' - 6"

1' - 3"

1/28/2014 5:13:26 PM

11' - 1"

6' - 3"

8' - 9"

19' - 0"

L.5

4' - 9"

     



   

  

  



METAL HANDRAIL 11' - 3"

3' - 6"

1' - 3"

3 2 1

16A6.50

10' - 5"





6' - 1"

+146'-11 1/2"

L923

L932

L92

L920

L928

3 CURB EXPANSION JOINT



R W 18'P L9 9" 4

'-8" R 27 5 L9 WP

6' - 0"

R 11'-5" WP L930

L930

'-4" R 19 26 L9 WP

'-9" R 20 5 L9 WP

GLASS GUARDRAIL

R W 22'-5 P L9 " 27

R 9'-4 " WP L925

5' - 5" 3

L929

R W 11'P 10 L9 " 4

PRECAST CURB

L925 L924



L99

5' - 5"

L931 5' - 7"



L93

5' - 0"

L91

PRECAST CONCRETE PAVER TYPE: 1

L922 R 6 P '-9" L9 29

L94

" '-1 30 97 L P

METAL HANDRAIL

6' - 10"

R W 6'-8 P L9 " 33

DAVIT PEDESTAL RE: WINDOW WASHING

L921

4' - 0"

4' - 4"

2' - 9"

CURB EXPANSION JOINT

R 9'-2" WP L921

4" R 12'8 WP L92

" '-2 23 97 R L P W

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.5

" '-6 4 14 R L92 P W

L95

3' - 0"

SYNTHETIC TURF RE: LANDSCAPE

2A6.52

R 30'0" WP L92 0 R 26'-0 " WP L92 3



1' - 10"

" '-4 14 R L922 P W

L919

POST OF CANOPY ABOVE " '-0 30 920 L P

L98

4' - 0"

15' - 0"

3' - 0"

L97

R 11' -4" WP L98

4' - 0"

R 18' -5" WP L98

PLANTING RE: LANDSCAPE L935

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 5' - 5"

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.3

A6. 52

3' - 4"

R 43'-0" WP L92

12' - 5"

13 A6 .5 2

'-4" R 25 1 L9 WP

'-0" R 24 18 L9 WP

    

KE ND AL L-H EA TO NA SSO CIA TES 1' - 5"

4' - 7"

R 28 '-0" WP L919

13' - 2"

1' - 0"

L96 L917

1' - 9"

L918 R 34 '-0" WP L919

2' - 10"

R 50'-0" WP L92

'-5" R 32 1 L9 WP

2' - 3 1/4"

15' - 0"

R 30'-0" WP L918

R 50 WP '-0" L92

5' - 0"

1' - 3"

2' - 9 1/2"

5A6.52

3 5' - 5"

WOOD BENCH RE: LANDSCAPE

GENSLER

Interior Architect

Structural Engineering

5A6.50

L911 2 1/2"

OUTLINE OF BUILDING ABOVE

PRECAST CURB

Architect of Record

WALTER P. MOORE

3' - 2"

L912

5' - 3"

L914 " R 14'-7 WP L914

Design Architect

11' - 2"

18A7.14

Development Manager

ZIEGLER COOPER ARCHITECTS

KENDALL/HEATON ASSOCIATES, INC.

20 14

12 A 3' - 5"

2' - 5 3/4" 2' - 6" 2' - 8 1/4"

4' - 4"

2' - 6"

WOOD DECK

'-10" R 10 10 L9 WP

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.7

L916

6.5 2

19' - 3"

2A6.50

STAIR 4

PATHWAY LIGHT RE: ELECTRICAL

3A5.23

GLASS GUARDAIL

3A6.52

4A6.52 PLANTING RE: LANDSCAPE

HINES

WORK SAMPLE ONLY

1/2" '-8 R 36 L913 WP

HOT FLUID APPLIED WATERPROOFING SYSTEM NO.3

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

4A6.50

HOUSTON, TX

   

4' - 8"

FALL ARREST ANCHORS RE: WINDOW WASHING

BLOCK 256



PATHWAY LIGHT RE: ELECTRICAL

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

JA N

4' - 6"

3A6.50 3

1' - 9"

15' - 0"

NO.

3' - 9"

29 JAN 2014 20 DEC 2013 08 NOV 2013

BALANCE OF TRADES BID ADD. NO.2 BALANCE OF TRADES BID/PERMIT FOR INFORMATION

DATE

ISSUE

CAD FILENAME

21' - 3"

11' - 3"

18' - 9"

9' - 6"

20' - 6" DRAWING TITLE

G GENERAL NOTES:

ENLARGED HARDSCAPE LEVEL 9

TRUE NORTH

1. REFER TO A3.26-S ENLARGED SUBSURFACE PLANS

KHA PROJECT NO.

ENLARGED HARDSCAPE - LEVEL 9 ROOF GARDEN

Hilcorp Headquarters

3/16" = 1'-0"

13003

DRAWING NUMBER

A3.26

4' - 0"

8' - 0" TREE PIT

CONCRETE GIRDER RE: STRUCTURE

2' - 6"

+146'-9"

SLOPE DN

3 1' - 4"

SLOPE DN

2' - 0"

+145'-6"

12 DRAIN +143'-8"

8' - 0"

DRAIN +143'-8"

BUILT UP SLAB RE: STRUCTURE

DRAIN +143'-8"

SLOPE DN

3' - 6"

1/28/2014 5:13:29 PM

L.5

8' - 0" TREE PIT

DRAIN +143'-8"

SLOPE DN

DRAIN +144'-7"

3' - 6"

8' - 0"

1' - 5"



 

14 SLOPE DN

DRAIN +143'-8"

BUILT UP SLAB RE: STRUCTURE

DRAIN +143'-8"

7' - 9"

3" E.O.S

2' - 6"

+144'-11"

+146'-9" 8' - 0" 5A6.52 2' - 6" TREE PIT

2' - 6"

     



   

  

  



DAVIT PEDESTAL RE: WINDOW WASHING

2' - 6"

+146'-0" +146'-1" 2" E.O.S

DRAIN +143'-8"

SLOPE DN

DRAIN +143'-8"

FALL ARREST ANCHOR RE: WINDOW WASHING

TREE ANCHOR SPECIFIED BY LANDSCAPE RE: 25A2.62 TYPICAL

+145'-4"

3' -

+145'-0"





3' -

+146'-2"

FALL ARREST ANCHOR RE: WINDOW WASHING

DRAIN +145'-0"

+146'-0"

SLOPE DN

DRAIN +145'-0"



-8

DRAIN +145'-0"

    

DRAIN +145'-0"



5' - 1"

+146'-9"

DRAIN +143'-8"



20 14

11" E.O.S +145'-4"

JA N

6' - 5"

9' - 5"

CONCRETE CURB ON BUILT UP SLAB ELEVATION VARIES

SLOPE DN

DAVIT PEDESTAL RE: WINDOW WASHING

4' - 8 7/8" E.O.S

DRAIN +143'-8"

8' - 0" TREE PIT 7' - 4 1/2"

SLOPE DN SLOPE DN

DRAIN +143'-8"

Landscape Architect

+146'-9"

8' - 0"

DRAIN +143'-8"

+145'-6"

SLOPE DN

8' - 0"

4' - 6"

CONCRETE CURB ON BUILT UP SLAB ELEVATION VARIES

3' - 0"

2' - 0"

A6. 52

1' - 4"

DRAIN +143'-8"

1' - 0"

DRAIN +143'-8"

+145'-6"

6' - 0"

3' -

SLOPE DN

7' - 0"

DRAIN +143'-8"

4 1/2"

SLOPE DN

+145'-6"

SLOPE DN

3' -

13 A6 .5 2

+146'-2"

+146'-0"

DRAIN +144'-9" DRAIN +143'-8"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

BENCH SUPPORT METAL PLATE CENTERPOINT

Civil Engineering

2A6.52

BROWN & GAY ENGINEERS, INC.

THE OFFICE OF JAMES BURNETT

2' - 6"

1' - 3"

WSP

Mechanical, Electrical, Plumbing, Fire Protection

9.5

4' - 8 7/8" E.O.S

1' - 5"

5' - 9"

3' - 7"

DRAIN +143'-8"

16' - 7 1/2"

- 9"

10' - 6"

SLOPE DN

DRAIN +145'-2"

6" 1' - 3" 3' - 7"

DRAIN +143'-8"

6' - 6"

3' -9 3'

+146'-9"

DRAIN +145'-2" DRAIN +143'-8"

5' - 3" TREE PIT

8' - 0"

3' - 7"

3' -

DRAIN +143'-8"

GENSLER

Interior Architect

Structural Engineering

+146'-9"

7' - 0"

5' - 0"

DRAIN +143'-8"

1' - 3"

5A6.52

2' - 0"

9' - 0"

4' - 6"

6' - 0"

21' - 0"

5A6.50

+146'-9"

Architect of Record

WALTER P. MOORE

+145'-6"

4A6.52

.52 12A6 8' - 0"

DRAIN +143'-8"

SLOPE DN

9' - 0"

KENDALL/HEATON ASSOCIATES, INC.

   

SLOPE DN

DRAIN +145'-5"

DRAIN +145'-2" DRAIN +143'-8"

21' - 0"

+146'-9"

+145'-6"

Design Architect



9' - 0"

5' - 3" TREE PIT

DRAIN +143'-8"

SLOPE DN

9' - 4 1/2"

+145'-0"

10' - 4 1/4" E.O.S

Development Manager

ZIEGLER COOPER ARCHITECTS

1 3/4" DRAIN +144'-10"

3' - 0"

+145'-4"

2' - 7"

12' - 4"

6' - 3"

LIGHT FIXTURE ANCHOR PLATE RE: STRUCTURE

HINES

SLOPE DN

3A6.52

12 A

+146'-9"

8' - 0" TREE PIT

18' - 10"

BUILT UP SLAB RE: STRUCTURE

3' - 0"

5' - 0 3/4"

6.5 2

2' - 4 3/4"

5' - 8 1/2" E.O.S

2A6.50

5" E.O.S

6' - 0 3/4"

5' - 4 7/8" E.O.S

7" SLOPE DN

3' - 4 3/4"

11' - 7 1/8" 4A6.52

+145'-6"

DRAIN +145'-2" 2' - 9 3/4"

HOUSTON, TX

WORK SAMPLE ONLY

CONCRETE CURB ON BUILT UP SLAB ELEVATION VARIES

4A6.50

BLOCK 256 7.8

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

9' - 9"

+145'-4"

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 7' - 3 7/8"

3' - 4 7/8"

3" E.O.S

3A6.50

3 2 1

NO.

29 JAN 2014 20 DEC 2013 08 NOV 2013

DATE

BALANCE OF TRADES BID ADD. NO.2 BALANCE OF TRADES BID/PERMIT FOR INFORMATION

ISSUE

CAD FILENAME

DRAWING TITLE

ENLARGED SUBSURFACE LEVEL 9

G GENERAL NOTES:

TRUE NORTH

1. REFER TO A3.26 ENLARGED HARDSCAPE PLANS

KHA PROJECT NO.

ENLARGED SUBSURFACE - LEVEL 9 ROOF GARDEN

3/16" = 1'-0"

13003

DRAWING NUMBER

A3.26-S

8Hilcorp Headquarters

RE: PLAN

SCALE

CONCRETE BEAM RE: STRUCTURE

LEVEL 01 +46'-6"

LEVEL 01

CONCRETE SLAB RE: STRUCTURE

EXISTING CONCRETE RETAINING WALL

SCHEDULED PARTITION VARIES

3 1/2" INSULATION TYPE 8

VARIES

SCHEDULED CMU PARTITION

6" CONCRETE CURB

4'-0" TYP.

6" CONCRETE CURB

6" CONCRETE WALL RE: STRUCTURE RAMP

VARIES

LEVEL B1 +32'-0"

SLAB ON GRADE RE: STRUCTURE

5 TOP OF EXISTING FOUNDATION +/- 30'-2"

EXISTING SLAB EXISTING FOOTING

WALL SECTION (DALLAS)

LEVEL 01 +46'-6"

VARIES

EXISTING FOOTING

EXISTING FOOTING SLAB ON GRADE RE: STRUCTURE

SLAB ON GRADE RE: STRUCTURE

EXISTING FOOTING

EXISTING SLAB

EXISTING FOOTING

21A8.27

EXISTING FOOTING

CONCRETE SLAB RE: STRUCTURE

1/2" = 1'-0"

WALL SECTION (MAIN)

1/2" = 1'-0"

WALL SECTION (FLOOD DOOR AT LAMAR)

SLAB ON DECK RE: STRUCTURE TOP OF EXISTING CONCRETE RETAINING WALL

LEVEL 01 +46'-6"

VARIES

1/2" = 1'-0"

EXISTING SLAB ON GRADE

STEEL RUNNER

EXISTING FOOTING

LEVEL 01 +46'-6"

LEVEL B1 +32'-0"

EXISTING FOOTING

SLAB ON GRADE

RE: STRUCTURE

1'-4"

1/2" = 1'-0"

SLAB ON DECK RE: STRUCTURE TOP OF EXISTING CONCRETE RETAINING WALL

LEVEL 01 +46'-6"

RE: PLAN

WALL SECTION (LAMAR AT RETAIL)

1/2" = 1'-0"

WALL SECTION (LAMAR)

1/2" = 1'-0"

SLAB ON DECK RE: STRUCTURE

SLAB ON DECK RE: STRUCTURE RE: PLAN SLAB ON GRADE RE: STRUCTURE

LEVEL 01 +46'-6"

RE: PLAN SLAB ON GRADE RE: STRUCTURE

8" REINFORCED CMU WALL TO CLOSE OF EXISTING TUNNEL

SCHEDULED PARTITION

8'-2"

ELASTOMERIC WATERPROOFING

3 1/2" INSULATION TYPE 8

7'-10"

SCHEDULED PARTITION

SCHEDULED CMU PARTITION

SLAB ON GRADE RE: STRUCTURE +31'-11"

6" CONCRETE CURB

SLAB ON GRADE RE: STRUCTURE

EXISTING SLAB

RAMP SLAB

TOP OF EXISTING FOOTING +/- 27'-6"

STEEL RUNNER

SLAB ON GRADE RE: STRUCTURE

SCHED. FINISH FLOOR

6" CONCRETE CURB

29 JAN 2014

5 4

LEVEL B1 +32'-0"

BALANCE OF TRADES BID ADD. NO.2

20 DEC 2013

BALANCE OF TRADES BID/PERMIT

08 NOV 2013

FOR INFORMATION

06 SEP 2013

50% CONSTRUCTION DOCUMENTS CURTAIN WALL BID

DATE

TOP OF EXISTING FOOTING +/- 27'-6"

CAD FILENAME

ISSUE

DRAWING TITLE

EXISTING FOOTING

EXTERIOR WALL SECTIONS

EXISTING FOOTING

KHA PROJECT NO.

1/2" = 1'-0"

16 AUG 2013

NO.

EXISTING SLAB

SLAB ON GRADE RE: STRUCTURE

EXISTING FOOTING

RETAINING WALL RE: STRUCTURE

WALL SECTION - BASEMENT RAMP

2" 2'-6"

EXISTING SLAB

FINISHED FLOOR

RETAIL +29'-6"

LEVEL B1 +32'-0"

RAMP FINISHED FLOOR

LEVEL B1 +32'-0"

RAMP FINISH FLOOR

 

LEVEL B1 +32'-0"

SLAB ON GRADE RE: STRUCTURE

A521_B256 ASK 01-07-14 11:41

EXISTING CONCRETE RETAINING WALL

SLOPE HIGH POINT +32'-2"

STEEL RUNNER

EXISTING CONCRETE RETAINING WALL

21A8.26

SLAB ON GRADE RE: STRUCTURE +32'-2"

VEHICLE BARRIER WALL RE: STRUCTURE

LEVEL B1 +32'-0"

EXISTING CONCRETE RETAINING WALL

22A8.26

FLOOD DOOR OPENING

SCHEDULED STONE WALL

VARIES

EXISTING CONCRETE RETAINING WALL

ECT

RED ARCH T E   

CONCRETE JOIST RE: STRUCTURE

  

VARIES

CONCRETE JOIST RE: STRUCTURE

SCHEDULED CEILING

1'-0 1/2"

CONCRETE SLAB RE: STRUCTURE

CONCRETE JOIST RE: STRUCTURE

REG IS   

CONCRETE SLAB RE: STRUCTURE

CONCRETE JOIST RE: STRUCTURE

SCHEDULED PARTITION

CONCRETE SLAB RE: STRUCTURE



DUCT RE: MECHANICAL

4'-0"

CONCRETE SLAB RE: STRUCTURE

CONCRETE JOIST RE: STRUCTURE

RE: LANDSCAPE

STEEL ANGLE



K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

WALL SECTION

6" CONCRETE CURB

STEEL RUNNER

RETAINING WALL RE: STRUCTURE

FINISHED FLOOR 5"

LEVEL B1 +32'-0"

TOP OF EXISTING FOOTING +/- 29'-6"

EXISTING SLAB

SLAB ON GRADE RE: STRUCTURE RE: PLAN FOR 5 ELEVATIONS 6" CONCRETE CURB

FINISHED FLOOR

EXISTING TRENCH DRAIN

SCHED. STONE FLOOR

TOP OF EXISTING FOUNDATION +/- 30'-2"

EXISTING CONCRETE RETAINING WALL BEYOND

LEVEL B1 +32'-0"

11A9.52

RETAIL +29'-6"

VARIES

SCHEDULED CEILING

22A8.27

LEVEL B1 +32'-0"

SLAB ON GRADE RE: STRUCTURE RE: PLAN FOR 5 ELEVATIONS

2'-6"

RE: PLAN

35A7.21



EXISTING CONCRETE RETAINING WALL

SCHEDULED PARTITION

2'-6"

SCHEDULED STONE WALL

7'-10" FLOOD DOOR OPENING



CONCRETE JOIST RE: STRUCTURE STEEL ANGLE

SCHEDULED CEILING

1'-0 1/2"



SCHEDULED CMU PARTITION



CONCRETE SLAB RE: STRUCTURE

CONCRETE JOIST RE: STRUCTURE

STEEL ANGLE



 SLAB ON GRADE RE: STRUCTURE

CONCRETE SLAB RE: STRUCTURE

CONCRETE JOIST RE: STRUCTURE

CONCRETE SLAB RE: STRUCTURE

CONCRETE JOIST RE: STRUCTURE



SLAB ON GRADE RE: STRUCTURE

CONCRETE SLAB RE: STRUCTURE

STEEL ANGLE







RE: PLAN

+46'-6"

SLAB ON GRADE RE: STRUCTURE



5 SLAB ON DECK RE: STRUCTURE

RE: PLAN

LEVEL 01 +46'-6"



SLAB ON DECK RE: STRUCTURE

RE: PLAN

LEVEL 01 +46'-6"

STEEL ANGLE

SCALE

SLAB ON DECK RE: STRUCTURE

SCALE SLAB ON DECK RE: STRUCTURE



LEVEL 01 +46'-6"







JA N

1A9.53



WORK SAMPLE ONLY

SCALE

5 SCHED. STONE FLOOR CONCRETE SLAB RE: STRUCTURE

BLOCK 256

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

WALL SECTION - BASEMENT RAMP TO RETAIL

Hilcorp Headquarters

1/2" = 1'-0"

WALL SECTION (TUNNEL CLOSURE AT TRAVIS)

1/2" = 1'-0"

WALL SECTION (FLOOD DOOR AT TRAVIS)

1/2" = 1'-0"

WALL SECTION (TRAVIS AT RETAIL)

1/2" = 1'-0"

WALL SECTION (TRAVIS)

1/2" = 1'-0"

13003

DRAWING NUMBER

A5.21



6'-7"

4'-9 3/4"

9'-6 3/4"









4'-9"

SCALE

1/2" = 1'-0"

9'-6"

 

 

6" GUTTER

17'-4 7/8"



6" GUTTER

SCALE





SLOPE DN

4'-9"



STEEL POST ABOVE RE: STRUCTURE

5'-0"

14'-1"







ARCHITECTURAL LOUVER SCREEN PANEL AL-1

4'-9"

SLOPE DN

9'-6"

4'-9"

10'-0"

6 1/2"

4'-9"

20'-0"

4'-9" STEEL POST RE: STRUCTURE

SLOPE DN



22'-3"

REG IS    

4'-9"

9'-6"

11A6.33

4'-9" 6"

STEEL POST COLUMN RE: STRUCTURE

SLOPE DN

3'-2 3/8"

3" DRAIN LINE

2A6.52

5'-0"

LEVEL 9 (PLAZA) EL. +147'-0"

25'-0" 30'-0"

20 DEC 2013

NO.

DATE

BALANCE OF TRADES BID/PERMIT

ISSUE

CAD FILENAME

DRAWING TITLE

3" DRAIN LINE

CANOPY DETAILS

CANOPY EXTENTS

KHA PROJECT NO.

CANOPY SECTION



  

SLOPE DN

STEEL POST COLUMN RE: STRUCTURE

12'-0"

RED ARCH T E   

6" GUTTER



ALUMINUM COLUMN WRAP AL-1

ECT

LIGHT FIXTURE REFER TO 1A3.75 FOR RCP

20'-6"

7'-0 3/8"

2'-10"

9'-6" 6"

9'-6 "

1'-9"

6 1/2"

4'-9"

SLOPE DN

9'-6"

4'-2"

ARCHITECTURAL LOUVER SCREEN PANEL AL-1

10'-0"

3'-10"

10'-0"

4'-9"

5'-0"

4'-9"

LEVEL 10 EL. +165'-0"

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

SLOPE DN

KE ND AL L-H EA TO NA SSO CIA TES

ALUMINUM FINISH AL-1

SCALE



CANOPY EXTENTS

BLOCK 256

5'-0"

4'-9 3/4"

7'-6"

SCALE

5'-0"

4'-1"

5'-0"

WORK SAMPLE ONLY

SCALE

5'-0"

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

5'-0"

SLOPE DN

5'-0"

D EC

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB G ITE D

1/2" = 1'-0"

CANOPY PLAN

1/4" = 1'-0"

13003

DRAWING NUMBER

A6.35

10Hilcop Headquarters

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 10



 

1/2" = 1'-0"

9.5

 





2A6.52

 

 

3'-4 3/4"





11A6.52

SECTION THROUGH LEVEL 9 ROOF GARDEN AT IPE WOOD DECK

1/2" = 1'-0"

4A6.52 LEVEL 09 (ROOF GARDEN) EL. 147'-0"

1A6.53

2A6.53

REG I

   



1/2" = 1'-0"

2'-6"

11A6.54

3A6.53

4A6.53

ECT

SECTION THROUGH PAVERS UNDER CANOPY

 

SCALE

  

SECTION THROUGH PAVERS AT EAST

RED ARCH T E   

LEVEL 9 (PLAZA) EL. +147'-0"

LEVEL 09 (ROOF GARDEN) EL. 147'-0"



KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

SECTION THROUGH PLANTING PAVERS AT STAIR 4

11A6.52

5A6.52

21A6.52







LEVEL 09 (ROOF GARDEN) EL. 147'-0"

7.8



WORK SAMPLE ONLY

BLOCK 256

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

SECTION THROUGH LEVEL 9 ROOF GARDEN

1A6.52

LEVEL 09 (ROOF GARDEN) EL. 147'-0"

4A6.52

5A6.52

JA N

11"

LEVEL 09 (ROOF GARDEN) EL. 147'-0"

2'-6"

29 JAN 2014

BALANCE OF TRADES BID ADD. NO.2

20 DEC 2013

BALANCE OF TRADES BID/PERMIT

NO.

DATE

ISSUE

CAD FILENAME

DRAWING TITLE

HARDSCAPE DETAILS

KHA PROJECT NO.

SCALE

N.T.S

Hilcorp Headquarters

REMOVABLE PEDESTAL

N.T.S

SECTION THROUGH PAVERS AT SOUTH

1/2" = 1'-0"

13003

DRAWING NUMBER

A6.50

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 1'-0"

8 1/2"

3 1/2"

EXT. WALL TILE TYPE 1 BELOW



15A6.51

ALUMINUM CLADDING

BLOCK 256

14 A6.51

GLASS GUARDRAIL GL-4

1/4" GLASS JOINT W/CHAMFERED CORNERS

4'-0" N.T.S.

ALUMINUM GLASS SHOE BELOW

GLASS GUARDRAIL, GL-4

GLASS GUARDRAIL DETAIL

3"=1'-0"

8 1/2"

 

3 1/2"



SEALANT



5'-0" O.C. MODULE

LANDSCAPE GRADE FILTER FABRIC INSULATION BOARD TYPE: 5



EL. 147'-0"



4'-0"

1/2"



 LEVEL 9

ALUMINUM GLASS SHOE

LEVEL 23 (TERRACE) EL. 358'-6"



ALUMINUM CLADDING

3/16" THK. STAINLESS STEEL PLATE NO. 4 FINISH WOOD DECK RE: ARCH PLAN

DRAINAGE/WATER RETENTION COMPONENT



ROOT STOP PROTECTION COURSE

PAVER PEDESTAL

WATERPROOFING MEMBRANE

INSULATION BOARD TYPE: 4

BUILT UP SLAB RE: STRUCTURE

WATERPROOFING MEMBRANE

 

EXT. WALL TILE TYPE 1

1" THK. CEMENT PLASTER SELF ADHERING WATERPROOFING SHEET

SHEATHING

STRUCTURAL SLAB RE: STRUCTURE

CONCRETE CURB

ALUMINUM CLADDING

1/2" THK. GYPSUM BOARD

GLASS, GL-4

EXT. WALL TILE TYPE 1

SECTION THROUGH WOOD DECK AT PLANTING

1 1/2" = 1'-0"

SCALE

GUARDRAIL ELEVATION

1"=1'-0"

EXTERIOR RAILING SECTION DETAIL

PLANTER POT RE: LANDSCAPE

2'-0"

3"=1'-0"

1/2" = 1'-0"

PAVING SURFACE RE: A3.28

25A2.62

LEVEL 23 (TERRACE) EL. 358'-6"

B.7

1A6.20

3A6.52 14A6.52

LEVEL 23 +358'-6"

INSULATION BOARD TYPE: 4

LEVEL 10 +165'-0"

WATERPROOFING MEMBRANE BUILT UP SLAB RE: STRUCTURE

STRUCTURAL SLAB RE: STRUCTURE

SECTION THROUGH TYPICAL PLANTER POT AT LEVEL 23

1 1/2" = 1'-0"

SECTION THROUGH LEVEL 23 COPING XA

1/2" = 1'-0"

SECTION THROUGH LEVEL 10 ROOF

XA 15

15A6.52

LEVEL 23 +358'-6"

REG IS   

SECTION THROUGH GUARDRAIL AT PAVERS

1/2" = 1'-0"

CENTERLINE OF EXHAUST FAN

 OF

  



ECT

RED ARCH T E   

3A6.20



14A6.52

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

SCALE

25 2

SCALE

JA N

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

SCALE



LANDSCAPING

NOTE: NO SHARP EDGES







METAL HANDRAIL

24A6.51

EXHAUST FAN RE: MEP

LEVEL 10 +165'-0"

LEVEL 23 +358'-6"

LEVEL 10 +165'-0"

WATERPROOFING MEMBRANE

STRUCTURAL SLAB RE: STRUCTURE DUCT RE: MEP

29 JAN 2014

BALANCE OF TRADES BID ADD. NO.2

20 DEC 2013

BALANCE OF TRADES BID/PERMIT

NO.

DATE

ISSUE

CAD FILENAME

DRAWING TITLE

HARDSCAPE DETAILS

STEEL BEAM BEYOND RE: STRUCTURE

RATED ENCLOSURE RE: ARCH 1A3.09W KHA PROJECT NO.

SECTION THROUGH EXHAUST FAN AT LEVEL 10 ROOF

1/2" = 1'-0"

SECTION THROUGH GUARDRAIL AT WOOD DECK

1/2" = 1'-0"

SECTION THROUGH TOWNHALL ROOF

1/2" = 1'-0"

13003

DRAWING NUMBER

A6.51

12Hilcop Headquarters

Hilcorp Headquarters

14Hilcop Headquarters

Northwestern Mutual // Pickard Chilton Milwaukee, Wisconsin Project Type // Commercial, High Rise Client // Northwestern Mutual Developer// Hines Design Architect // Pickard Chilton Architects, Inc. Architect of Record // Kendall-Heaton Associates Interiors // Valerio DeWalt Train Associates

Structural Engineer // Magnusson Klemencic Associates MEP Engineer // Alvine & Associates Landscape // The Office of James Burnett Civil Engineer // Graef-USA, Inc. General Contractor // Gilbane Building Company

FLOOR DRAIN RE: PLUMBING

7'-1

3/8" = 1'-0"

KITCHEN TOILET ROOM PAVING PLAN

1'-10"

Owner

HINES

KITCHEN TOILET ROOM PLAN

3/8" = 1'-0"

Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

VALERIO DEWALT TRAIN ASSOCIATES

1'-2 5/8"

Interiors Architect

MAGNUSSON KLEMENCIC ASSOCIATES Structural Engineer

FLOOR DRAIN RE: PLUMBING

ALVINE & ASSOCIATES

MEP/FP Engineer

LIGHT FIXTURE RE: ELEC.

10A

THE OFFICE OF JAMES BURNETT Landscape Architect

A.8

CLG-5 9'-0" A.F.F.

A.8

GRAEF-USA, INC.

3'-6"

9A9.71

3/8" = 1'-0"

2 A9.84

TILE WORKPOINT

KITCHEN ENLARGED TOILET RM RCP PLAN

4 A9.84

2'-11 7/8"

A.4

1 A9.84

9'-6 1/8"

EQ EQ

1'-0 3/8"

CLG -5 9'-0" A.F.F.

Development Manager

PICKARD CHILTON ARCHITECTS, INC.

1'-10 1/4"

5'-0"

LIGHT FIXTURE RE: ELEC.

3'-0"

NORTHWESTERN MUTUAL

2'-2 3/4"

AON PLC

Building Security Consultant

3'-6 1/8"

2'-1 1/4"

HMA CONSULTING, INC. Building Management and Control Systems Consultant

9A9.71

FLOOR DRAIN RE: PLUMBING

Civil Engineer

1'-0 5/8"

5'-6 3/4"

1'-5 1/8"

3'-8 3/8"

A.8

3/8" = 1'-0"

A.8

90.00°

3/8 "

EQ EQ

KITCHEN TOILET ROOM RCP PLAN

3 A9.84

3/8" = 1'-0"

5/8 "

3'-10 5/8"

KITCHEN ENLARGED TOILET ROOM PLAN

6'-8 1/4"

A9. 83

5 1/

A.8

FLOOR TILE TYPE T-5

1'-5 1/2"

1'-8

2'-4 3/4"

A.8

A.4

1'-11 1/2"

10 23 A9.83

21 A9 .83

LIGHT FIXTURE RE: ELEC.

KITCHEN TOILET

10A

WORK SAMPLE ONLY

2'-4"

10'-11"

23 22 A9.83

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

2'-3 1/2"

FLOOR DRAIN RE: PLUMBING

4'-4"

4'-7"

7 A9.84 3'-1"

CLG-5 9'-0" A.F.F.

TILE WORKPOINT

8 A9.84

9 A9.84

1'-5"

9A9.71

° 3.00 12

6'-0"

6 A9.84

3'-1 1/2"

1'-5"

1'-6"

20 4

1'-6"

18.4

1'-4 3/4"

6'-5 7/8"

FLOOR DRAIN RE: PLUMBING

10A 23 24

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 18.4

18.4

CERAMI & ASSOCIATES AV/IT/Acoustics Consultant

QUENTIN THOMAS ASSOCIATES Lighting Consultant

FLOOR TILE TYPE T-5 FLOOR DRAIN RE: PLUMBING

PERSOHN/HAHN ASSOCIATES, INC. Elevator Consultant

B.3 LEVEL 2/3 ENLARGED KITCHEN TOILET

3/8" = 1'-0"

LEVEL 2/3 ENLARGED KITCHEN TOILET RCP PLAN

3/8" = 1'-0"

ENTUITIVE CORPORATION

Building Enclosure Consultant

9A9.71

20 TILE WORKPOINT

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE B.4

2'-10 3/4"

Food Service Consultant

BASEMENT ENLARGED TOILET RM PAVING PLAN

Graphics and Wayfinding Consultant

TILE WORKPOINT

3/8" = 1'-0"

FLOOR DRAIN RE: PLUMBING

TILE WORKPOINT

FLOOR DRAIN RE: PLUMBING

A.8

FLOOR TILE TYPE T-5

A.8

5'-3" 3'-4"



2'-0"

B.4

9" 11 5/8"

7 A9.83

8 A9.83

FLOOR DRAIN RE: PLUMBING

6 A9.83 1

CLG -4 9'-0" A.F.F. EQ

EQ EQ

4'-1 1/8"

1'-6"

4 27 JUN 14 BULLETIN NO.2 3 25 APR 14 BULLETIN NO.1 2 21 MAR 14 ADDENDUM NO. 1 1 14 FEB 14 BID PACKAGE NO. 1 NO. DATE ISSUE 1'-6"

1'-2 1/2"

1'-6 3/8"

8 10A 24 23

1'-1"

1'-2 1/2"

B.4

4'-5 1/4"

11 1/4"



LIGHT FIXTURE RE: ELEC.

23 24

10'-2"

8 10A

26 A9.83

1'-0" 1'-0"

3'-3 1/2" EQ



10 A9.83

4 5/8"

9 A9.83

8'-4 5/8"

4'-3"

17 A9.83

18 A9.83

1'-8 1/8"

2'-3"

10A

16 A9.83

11 A9.83

12 A9.83

13 A9.83

3/8" = 1'-0"

9.7



4 1/2" 9 1/8"



20 A9.83

BASEMENT TOILET RM PAVING PLAN

3'-0"

4'-2 1/8"

EQ EQ EQ



27 A9.83

LIGHT FIXTURE RE: ELECTRICAL

9.7

19 A9.83



4'-8"

25 A9.83

4'-7 7/8"

EQ EQ EQ

4'-5 3/4"

CLG - 4 9'-0" A.F.F

LEVEL 2/3 ENLARGED KITCHEN TOILET PAVING PLAN 3/8" = 1'-0"

1'-11"

74 .00 °

3'-2"





15 A9.83

CLG - 4 9'-0" A.F.F





14 A9.83

B.3



 1

4'-10 7/8"

EQ EQ



27 JUN 14

2'-8 3/8"

 20.00°



1 3/8"

LIGHT FIXTURE RE: ELECTRICAL

QUORUM ARCHITECTS, INC.

9A9.71

A.8

9A9.71 4'-5 7/8"

3/8" = 1'-0"

FLOOR TILE TYPE T-5 4'-3 1/8"

1'-9"

KITCHEN ENLARGED TOILET RM PAVING PLAN

LEED Consultant

RICCA NEWMARK DESIGN

A.4

11 1/2"

BURO HAPPOLD

9.7

FLOOR TILE TYPE T-5

1'-2 1/8"

4'-3 7/8"

1'-6"

CAD FILENAME

8'-6"

DRAWING TITLE

6/27/2014 9:14:30 AM

ENLARGED TOILET ROOM PLANS 4

KHA PROJECT NO.

BASEMENT TOILET ROOM RCP

3/8" = 1'-0"

Northwestern Mutual

Callout (3) of TRUCK DOCK ENLARGED - AREA C

3/8" = 1'-0"

BASEMENT TOILET ROOM RCP

3/8" = 1'-0"

BASEMENT ENLARGED TOILET RM FLOOR PLAN

3/8" = 1'-0"

12033

DRAWING NUMBER

A3.90

7.4

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 7

7.7

7.4

6'-8"

15'-0"

LIGHT COVE TYPE FD-1

LIGHT FIXTURE TYPE FG-D

CLG-1 7' -6 3/4" A.F.F.

ZINC DIVIDER STRIP

7.7

18'-4"

14A9.72

18'-4 5/8"

10 1/2"

4'-4 7/8"

6'-10 1/2"

ALIGN

B.3

2'-6"

ALIGN

2'-6"

2'-9 1/2"

2'-2 1/2"

SP 2'-6"

3'-4 7/8"

26A9.72

ALIGN

LIGHT COVE TYPE FD-1

2'-6"

LIGHT COVE TYPE FD-1

NORTHWESTERN MUTUAL Owner

1'-3"

TYPICAL: CLG-1 7' -6 3/4" A.F.F.

13A9.72

1'-5 3/4"

1'-8"

Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

2'-6"

7'-6 5/8"

7'-4 1/8"

2'-0 3/4"

3'-4 3/4"

5'-0"

2'-6"

Civil Engineer

AON PLC

HMA CONSULTING, INC.

2'-6"

21A9.72

GRAEF-USA, INC.

Building Security Consultant

TYPICAL: CLG-1 8'-11 1/2" A.F.F.

LIGHT FIXTURE TYPE FG-D

ZINC DIVIDER STRIP

Landscape Architect

26A9.72

ALIGN .

7'-7 3/4"

ALIGN 5'-11 7/8"

TERRAZZO FLOORING TERR-1

MEP/FP Engineer

THE OFFICE OF JAMES BURNETT

LIGHT COVE TYPE FD-1

Structural Engineer

ALVINE & ASSOCIATES

2'-7 1/2"

4'-11 7/8"

2'-4 1/4"

6A9.72 3'-0 3/4"

MAGNUSSON KLEMENCIC ASSOCIATES

21A9.72

4'-9 3/4"

2'-6"

Interiors Architect

TYPICAL: CLG-1 7' -6 3/4" A.F.F.

ALIGN

VALERIO DEWALT TRAIN ASSOCIATES

13A9.72

1'-3"

2'-0 1/4"

3'-7 3/8"

ALIGN

2'-1 1/8"

ALIGN

LIGHT COVE TYPE FD-1

1'-5 3/8"

Development Manager

PICKARD CHILTON ARCHITECTS, INC.

RETURN AIR SLOT RE: 13A9.72 RE: MECHANICAL

1'-5 3/8"

HINES

B.4

11"

B.4

3'-11 5/8"

WORK SAMPLE ONLY

6A9.72

CLG-1 8' -11 1/2" A.F.F.

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

TERRAZZO FLOORING TERR-1

21A9.72

1'-3 1/2"

12'-9 5/8"

2'-6"

2'-8 5/8"

LIGHT COVE TYPE FD-1

Building Management and Control Systems Consultant

CERAMI & ASSOCIATES AV/IT/Acoustics Consultant

QUENTIN THOMAS ASSOCIATES Lighting Consultant

EQ 14A9.72

PERSOHN/HAHN ASSOCIATES, INC.

Elevator Consultant

ENTUITIVE CORPORATION Building Enclosure Consultant

BURO HAPPOLD

ENLARGED TOILET ROOM PAVING - AREA A

3/8" = 1'-0" 4

ENLARGED TOILET ROOM RCP - AREA A

3/8" = 1'-0"

RICCA NEWMARK DESIGN

18'-5 1/4"

Graphics and Wayfinding Consultant



3'-0"



5'-6 3/4"

3'-5 1/4"

3'-0" EQ

3'-5 1/4"

3'-0" EQ

3'-0"



 18

3'-3 1/2"



 5 A9.81 2 A9.81 1 A9.81

19 10

10 10A

3'-0"

2'-11 1/4"

15 A9.81

319

CW1834

11 

EQ 3'-0"

3'-5 1/4" 8 A9.81 9 A9.81

5'-9 1/4"

12'-0 1/8"

2'-8 1/8"



DRAIN RE: PLUMBING



DRAIN RE: PLUMBING

25 A9.81

1'-6"

3'-1 1/4"

5'-1 1/4"

28A9.72

3'-10 7/8"

5'-3 1/2" 6

20'-9 1/2" 5A9.72 1 

B.4



10 A9.81

5'-3"

MEN

12'-0 1/8"

10A



6 1/2"

1'-6"



3'-3 1/2"

20 A9.81

1'-8"

27 JUN 14

5'-1 1/4"

1'-8 1/4"

9'-1 7/8"

3'-1 1/4" EQ

5 A9.81



18A9.72

5'-2 1/8"



2 A9.12.7

3'-10 7/8"

25 A9.81



3'-5 1/4"

5'-4 1/8"

3'-0"

3'-5 1/4"

4 27 JUN 14 BULLETIN NO.2 3 25 APR 14 BULLETIN NO.1 2 21 MAR 14 ADDENDUM NO. 1 1 14 FEB 14 BID PACKAGE NO. 1 NO. DATE ISSUE

5'-8 1/4"



3'-5 1/4"

CAD FILENAME DRAWING TITLE

15'-5 1/4"



2'-8 1/8"

2'-6"

3'-5 1/4"

3'-0"

2'-2 7/8"



3'-0"

4'-1 5/8"

20 A9.81

3'-5 1/4"

1 A9.81

2'-6"



COUNTERTOP RE: 17A9.72



28/A9.72

1'-8 1/4"

2'-0"



318 CW1934

6 5/8"

7 A9.81 6 A9.81

5A9.72

WOMEN

4 A9.81

3 A9.81

1/A9.72

4'-8 3/4"

2'-6" 1



COUNTERTOP RE: 17A9.72

5'-4 1/8"

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

QUORUM ARCHITECTS, INC.



Food Service Consultant

13'-0 1/4"

1'-7 1/4"

1 A9.12.7

1'-0 7/8"

11'-4 5/8"

ENLARGED TOILET ROOM PLANS

1'-2 1/8"

8'-9 5/8"

7.7

2 A9.81

1'-2 3/8"

7.4

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 7

6/27/2014 9:14:51 AM

LEED Consultant

4 KHA PROJECT NO.

ENLARGED TOILET ROOM - AREA A

3/8" = 1'-0"

12033

DRAWING NUMBER

A3.91

16Northwestern Mutual

1'-4"

1'-3"

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 11

3'-2 1/8"

2'-8"

NORTHWESTERN MUTUAL Owner

HINES

Development Manager

1'-3"

4'-3"

5'-8 5/8"

1'-1 1/8"

PICKARD CHILTON ARCHITECTS, INC. Design Architect

ALIGN

1'-9"

5'-3 1/8"

25 A9.81



18 A9.81 19 A9.81

1'-9"

MEP/FP Engineer

THE OFFICE OF JAMES BURNETT Landscape Architect

1'-5 1/4"

3'-2 7/8"

GRAEF-USA, INC. Civil Engineer

3'-2 3/8"

MEN

AON PLC

Building Security Consultant

HMA CONSULTING, INC.

18A9.72

Building Management and Control Systems Consultant

319

CC1564

CERAMI & ASSOCIATES AV/IT/Acoustics Consultant



1'-7 3/4"

Structural Engineer

ALVINE & ASSOCIATES

1'-8"

CLG-1 7'-6 3/4" A.F.F

FC EQ

1'-5"

FC EQ

MAGNUSSON KLEMENCIC ASSOCIATES



3'-11 3/4"

7'-0 3/8"

2'-6"

2'-10"

2'-0 3/8"

5'-5"

CLG-1 8'-11 1/2" A.F.F

21A9.72

2'-11 3/8"

LIGHT COVE TYPE FD-1

B.4

1'-6"

7'-11 1/4"

1'-9"

Interiors Architect

8'-6"

1'-2 1/4"

10A 10

TERRAZZO FLOORING TERR-1

VALERIO DEWALT TRAIN ASSOCIATES

24 A9.81





23 A9.81

LIGHT COVE TYPE FD-1

6'-2 1/8"

20 A9.81



2'-6"

8 3/8"

4'-10 1/8"

Architect

DRAIN RE: PLUMBING

1'-0"

4'-3"

RETURN AIR SLOT RE: 13A9.72 RE: MECHANICAL

CONTROL JOINT

2'-6"

6A9.72

ALIGN

2'-3 7/8"

ALIGN

6'-5 7/8"

ZINC DIVIDER STRIP

13A9.72

CLG-1 7'-6 3/4" A.F.F

CLG-1 7'-6 3/4" A.F.F.

B.4

KENDALL/HEATON ASSOCIATES, INC.



12A9.71

4'-6 5/8"

LIGHT COVE TYPE FD-1

2'-9 3/8"

26A9.72

6A9.72

14A9.72

B.4

21A9.72

LIGHT FIXTURE TYPE FG-D

2'-6"

2'-2 3/4"

1'-2 3/4"

5'-4 1/8"

QUENTIN THOMAS ASSOCIATES Lighting Consultant

SP 2'-10"

CONTROL JOINT

PERSOHN/HAHN ASSOCIATES, INC.

CLG-1 9'-0" A.F.F

2'-10" 1'-5 1/4"

2'-11 3/4"

3'-3 5/8" 2'-6 1/4"

6'-9"

BURO HAPPOLD LEED Consultant

7 1/4"

RICCA NEWMARK DESIGN

7 1/4"

QUORUM ARCHITECTS, INC.

Graphics and Wayfinding Consultant

4'-8 3/8"

4'-0 3/4"

7'-0 3/8"

10"

EQ 2 A9.81 1 A9.81

1'-6"



10A 10

15'-7 3/8"

20 A9.81 10

DRAIN RE: PLUMBING

2'-3 3/4"

27 JUN 14

EQ 5'-8 1/4"



FB CLG-1 7'-6 3/4" A.F.F

RETURN AIR SLOT RE: 13A9.72 RE: MECHANICAL 4'-4 1/8"

26A9.72

13A9.72

3'-1 1/4"

SP EQ



7'-11 1/4"

EQ 2'-7 1/4"

28 A9.81

3'-7 3/8"

2'-7 1/4"

22 A9.81 21 A9.81

SP 6



3'-0"

1 29 A9.81

5'-2 3/8"

2'-7 1/4"

3'-4 1/4"

12A9.71

5 A9.81

3'-0"

3'-7 3/8"

1'-3"

ALIGN

2'-7 1/4"

2'-8"

CC1562

25 A9.81

2'-7 1/4"

318

WOMEN

2'-6 3/8"

5'-11 5/8"

11 1/8"

2'-7 1/4"

21A9.72

14A9.72

LIGHT COVE TYPE FD-1

4'-7 3/8"

A/V

2'-7 1/4"

ALIGN

6'-11 5/8"

6A9.72

1'-0"

CLG-1 7'-6 3/4" A.F.F.

Building Enclosure Consultant

7'-0 1/2"

Food Service Consultant

1'-4 3/4"

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

ALIGN

LIGHT FIXTURE TYPE FG-D

TERRAZZO FLOORING TERR-1

8 1/2"

ENTUITIVE CORPORATION

7'-9"

3'-4"

6A9.72

3'-3 5/8" 8 1/2"

2'-0"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

1'-0"

4'-3"

2'-6 1/4"

ZINC DIVIDER STRIP

SP 5'-5 1/2"

2'-3 5/8"

7'-3 1/4"

Elevator Consultant

E 4'-3"

5'-5 7/8"

5'-4 1/8" 4 27 JUN 14 BULLETIN NO.2 3 25 APR 14 BULLETIN NO.1 2 21 MAR 14 ADDENDUM NO. 1 1 14 FEB 14 BID PACKAGE NO. 1 NO. DATE ISSUE

CAD FILENAME DRAWING TITLE

6/27/2014 9:15:09 AM

ENLARGED TOILET ROOM PLANS 4 KHA PROJECT NO.

LEVEL 1 ENLARGED TOILET ROOM PAVING - AREA B

3/8" = 1'-0"

Northwestern Mutual

LEVEL 1 ENLARGED TOILET ROOM RCP - AREA B

3/8" = 1'-0"

LEVEL 1 ENLARGED TOILET ROOM FLOOR PLAN - AREA B

3/8" = 1'-0"

12033

DRAWING NUMBER

A3.92

WORK SAMPLE ONLY

18.4

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

18.4

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

NORTHWESTERN MUTUAL Owner

HINES

Development Manager

PICKARD CHILTON ARCHITECTS, INC. Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

VALERIO DEWALT TRAIN ASSOCIATES

Interiors Architect

MAGNUSSON KLEMENCIC ASSOCIATES Structural Engineer

ALVINE & ASSOCIATES MEP/FP Engineer

2'-2"

THE OFFICE OF JAMES BURNETT Landscape Architect

GRAEF-USA, INC. Civil Engineer

20'-11"

1'-3"

3'-6 1/8"

10'-5 1/4"

AON PLC

Building Security Consultant

4'-0 1/4"

2'-11 3/8"

11" O.F.O.T.

LIGHT FIXTURE TYPE FG-D

2'-0 3/4"

RETURN AIR SLOT RE: 13A9.72 RE: MECHANICAL

2'-7"

13A9.73

7A9.73

CLG-1 7'-6 1/8" A.F.F.

2'-6"

1'-2 1/4"

8A9.73

SCHED. DIFFUSER RE: MECH.

2'-7 1/2"

1'-5 1/2" EQ

5'-0 3/8"

Graphics and Wayfinding Consultant

18A9.72

10 17



3'-6 1/4"





3'-6 1/4"



DRAIN RE: PLUMBING

1 A9.83

4 A9.83

10 10A 1'-6"

5'-10 3/8"

3'-1"

27 JUN 14

3'-1"

8'-0 1/4"

3'-1"

3'-6 1/4"

5'-3 3/4"

3'-6 1/4"

5'-5 3/4"

4 1/2" 11

9 7/8"



CLG-1 9' -8 1/4" A.F.F.

5 A9.82 15 A9.82

WOMEN

406 T06266

13A9.71 1

RECESSED TILE SHELF

C RECESSED TILE SHELF



4A9.73

LIGHT FIXTURE TYPE FG-D

2'-7 1/2"

1'-11 1/4"

3 1/4"

CLG-1 7'-6 1/8" A.F.F.

LEED Consultant

QUORUM ARCHITECTS, INC.

4'-9 3/4"

9 3/8"

LIGHT COVE TYPE FG-D

3'-3 5/8"

10A

3'-5 3/4"

2 A9.83

1'-6"

1 A9.83

3'-3 5/8"

Food Service Consultant

5'-4 1/8"

1'-3"

3'-1"

3'-6 1/2" 

3'-3 1/2"

13A9.72

1'-11 5/8"

DRAIN RE: PLUMBING

RETURN AIR SLOT RE: 13A9.72 RE: MECHANICAL

13A9.72

BURO HAPPOLD

RICCA NEWMARK DESIGN

4'-4"

Building Enclosure Consultant

B.4

5'-10 3/8"

2'-0 3/4"

1'-3"

4'-0"

405

MEN

T06268



CLG-1 7'-6 1/8" A.F.F.

19 A9.82

5'-0 3/8"

18 A9.82

12'-10 3/4"

B.4

1'-10 7/8"

2'-7"

7A9.73

Elevator Consultant

4'-6 3/4"

CLG-1 9' -8 1/4" A.F.F.

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE EQ

1/2"

28 A9.82

25 A9.82

29 A9.82

8A9.73

PERSOHN/HAHN ASSOCIATES, INC. ENTUITIVE CORPORATION

5 A9.83 3 A9.83

B.3

1 LIGHT COVE TYPE FG-D

SCHED. DIFFUSER RE: MECH.

AV/IT/Acoustics Consultant

Lighting Consultant

RECESSED TILE SHELF

9 5/8"

1'-2"

30 A9.82

2'-6"

2 A9.83

2'-6"

5'-5 5/8"

2'-6"

1'-11 1/4"

2'-6"

5'-4 1/8"

2'-6"

1'-4"

2'-6"

CERAMI & ASSOCIATES

QUENTIN THOMAS ASSOCIATES

4A9.73

5'-5 5/8"

1'-11 5/8"

FB EQ

B.3

13A9.73

RECESSED TILE SHELF

Building Management and Control Systems Consultant

13A9.71

1'-5 1/2"

8A9.73

CLG-1 7'-6 1/8" A.F.F.

HMA CONSULTING, INC.

11" O.F.O.T

3'-5"

1'-3" 2'-2"

3'-6 1/8"

10'-5 1/4"

6'-11 5/8" 4 27 JUN 14 BULLETIN NO.2 3 25 APR 14 BULLETIN NO.1 2 21 MAR 14 ADDENDUM NO. 1 1 14 FEB 14 BID PACKAGE NO. 1 NO. DATE ISSUE

20'-11"

CAD FILENAME DRAWING TITLE

6/27/2014 9:16:04 AM

ENLARGED TOILET ROOM PLANS KHA PROJECT NO.

TYPICAL TOWER ENLARGED TOILET ROOM RCP

3/8" = 1'-0"

TYPICAL TOWER ENLARGED TOILET ROOM FLOOR PLAN

3/8" = 1'-0"

12033

DRAWING NUMBER

A3.95

18Northwestern Mutual

8 1/8"

5/8"

3"x3"x3/8" STEEL TUBE ON BASE PLATE

3"x3"x3 3/8" STEEL TUBE SUPPORT BETWEEN LAVATORIES

5/8"

WALL TILE TYPE T-3

1'-8 5/8"

1'-6"

1'-8 5/8"

5/8"

HSS 3"x3"x3/8"

WELD STEEL PLATES AT TUBE SUPPORTS HSS 3"x1"x3/16" TYP LAVATORY RE: PLUMBING

WORK SAMPLE ONLY

2A9.72

SCHEDULED PARTITION

1/4" STEEL PLATE SUPPORT BELOW

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

1 3/8" 4 1/2"

1'-2 3/8"

2'-6"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

NORTHWESTERN MUTUAL Owner

11A9.72

18'-5 1/4"

FACE OF SCHED. PARTITION

1/4" STEEL PLATE SUPPORT BELOW

LAVATORY PLAN (6 LAVATORIES)

HINES

HSS 2"x1"x3/16" TYP FLAT

Development Manager

PICKARD CHILTON ARCHITECTS, INC.

1 1/2" = 1'-0" 5

Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

VALERIO DEWALT TRAIN ASSOCIATES

SCHEDULED PARTITION

Interiors Architect

FIN. CEILING LVL

SCHEDULED LIGHT FIXTURE RE: RCP

WOOD BLOCKING

MAGNUSSON KLEMENCIC ASSOCIATES

RE: RCP PLAN

Structural Engineer

FINISHED CEILING RE: RCP PLAN

13A9.72

COAT HOOK

ALVINE & ASSOCIATES MEP / FP Engineer

FIN. CEILING LVL RE: RCP PLAN

MIRROR

THE OFFICE OF JAMES BURNETT

ALIGN

Landscape Architect

ALUMINUM TRIM TYPE-1

WALL TILE TYPE T-3

GRAEF-USA, INC. Civil Engineer

MIRROR

AON PLC

SCHEDULED PARTITION

SCALE

6 1/2"

1/4"

3/8"

ENLARGED DETAIL

HALF SIZE

1'-8" (N.T.S)

SCHED. PARTITION

-ENLARGED DETAIL

RE: ARCH PLAN

6 1/2"

3 3/4"

1'-0 3/8"

4 1/2"

AV/IT/Acoustics Consultant

SOLID SURFACE COUNTERTOP SS-1

SEALANT DUCT PLENUM (PTD. BLACK)

1/2" SCHED. DOOR OPENING

RE: ARCH PLAN

SCHED. DOOR

WOOD BLOCKING

Elevator Consultant

4 1/2"

Building Enclosure Consultant

BURO HAPPOLD

9 3/8"

HALF SIZE

METAL TERMINATION

HSS 2"x1"

WALL TILE SETTING BED

ENLARGED DETAIL

HALF SIZE

2"x1" PTD. STEEL TUBE SUPPORT

2"x2"x1/4" KICKER @ EA. END AND CENTER OF LAV. PAINTED

1/4" 3/8"

2'-3"

5/8"

SCHEDULE PARTITION

FIN. CEILING LVL RE: RCP PLAN

SCHED. PARTITION

SETTING BED

ALUM. TRIM TYPE 1

8"x8" ACCESS PANEL PAINTED

16/A9.72 6"

WALL TILE TYPE T-3

WOOD BLOCKING

WALL BEYOND

1/8"

1 1/2"

9/16"

1/8"

SOLID SURFACE COUNTERTOP TYPE SS-1

LIGHT FIXTURE TYPE FD-1

REMOVABLE PLASTIC LAMINATE SKIRT PLAM-1

3"x3"x3/8" STEEL TUBE CROSS MEMBERS BETWEEN LAVATORIES

MIRROR

5/8"1 5/8" 1 1/4"

QUORUM ARCHITECTS, INC.

Graphics and Wayfinding Consultant

1/4" STEEL PLATE

GYP. CLG.

1'-0"

9 1/2"

Food Service Consultant

3/4" EXT. GRADE PLYWOOD

SUPPORT BOLT

ENLARGED DETAIL

RICCA NEWMARK DESIGN

SUPPORT CHANNEL

Lighting Consultant

PERSOHN/HAHN ASSOCIATES, INC.

LEED Consultant

STAINLES STEEL END CAP

1/2" 1"

WOOD BLOCKING

QUENTIN THOMAS ASSOCIATES

ENTUITIVE CORPORATION

GLASS TYPE GL-31

ALUMINUM DOOR FRAME

3" = 1'-0"

CERAMI & ASSOCIATES

HSS 3x1

4" MIN

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 9 3/4"

12A9.72

HMA CONSULTING, INC.

Building Management and Control Systems Consultant

SCHEDULED FAUCET

SHIM AS REQUIRED

WALL TILE TYPE T-3

ALUMINUM TRIM TYPE-2

ENLARGED DETAIL

HSS TUBE

2 1/4"

1/4" 3/8"

ALUMINUM TRIM TYPE-2

4 3/4"

WALL TILE TYPE T-3

1 1/2"

REVISED AS NEEDED BASE PLATE W/ HIT Z 3/8 W/ HIT-HY200 W/ 2 3/4 EMBED

WALL TILE TYPE T-3

PAINTED ALUM. FRAME

FINISHED FLOOR

STEEL TUBE MEMBERS

FINISHED CEILING RE: RCP

ENLARGED DETAIL

HALF SIZE

EXPANSION BOLT

ENLARGED DETAIL

HALF SIZE

ENLARGED SECTION

3/8"

MIRROR

3/8"

GLASS TILE GL-28

RE: RCP PLAN

1/4" 3/8"

R=1" 1"

LEVEL 1

4 3/4"

FLOOR FINISH TERR-1

WALL TILE TYPE T-3

EL. +2'-11" (MKE DATUM 45'-7")

FINISHED CEILING RE: RCP

CONTROL JOINT

3/8"

ALUMINUM TRIM TYPE-2

1/4"

SCHED. PARTITION SCHED. PARTITION

2 1 NO.

GLASS TILE GL-28 1/4"

1/4"

ALUMINUM TRIM TYPE-2

TERRAZO BASE TERR-1

ALUM. TRIM TYPE-1

SETTING BED

ALUMINUM TRIM TYPE-2

1/4" 1"

3/8"

2 1/4"

WOOD BLOCKING

WALL TILE TYPE T-3

1/8"

LIGHT FIXTURE TYPE FD-1

7/8"

ALIGN

2 1/4" 1 1/4"

6 3/4" 7 5/8"

9 3/4"

1'-4 3/4"

SCHED. DOOR

WALL TILE TILE T-3

9/16" 1/8"

SCHEDULED PARTITION

4 3/4"

1/4"

FIN. CEILING LVL

DOOR FRAME BEYOND

1/4"

ENLARGED DETAIL

Northwestern Mutual

3" = 1'-0"

ENLARGED DETAIL

3" = 1'-0"

25 APR 14 25 APR 14 DATE

SOLID SURFACE COUNTERTOP SS-1

WALL TILE TYPE T-3

BULLETIN NO. 2 BULLETIN NO. 1 ISSUE

CAD FILENAME DRAWING TITLE

TOILET ROOM DETAILS

ALUMINUM TRIM TYPE-2 3/8"

3" = 1'-0"

27 JUN 14

3/8"

5/8"

9 1/2"

ENLARGED DETAIL

3" = 1'-0"

6 1/2"

FULL TILE RE: ELEV.

6 3/4" CLEAR OPENING

ALUMINUM TRIM TYPE-2

1/4" STEEL PLATE

9/16"

1'-4 3/4"

SCHEDULED PARTITION

WALL TILE TYPE T-3

8 1/4"

HALF SIZE

2 1/2"

2" MIN.

4 3/4"

SCALE

Building Security Consultant

GLASS TILE GL-28

ENLARGED DETAIL

HALF SIZE

ENLARGED DETAIL

3" = 1'-0"

ENLARGED DETAIL

1/4"

KHA PROJECT NO.

HALF SIZE

12033

DRAWING NUMBER

A9.72

8A9.73

CEILING TYPE CLG-1 PTD. PT-2F W.P.

WALL TILE TYPE T-3

NORTHWESTERN MUTUAL Owner

HINES

Development Manager

PICKARD CHILTON ARCHITECTS, INC. Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

VALERIO DEWALT TRAIN ASSOCIATES Interiors Architect

MAGNUSSON KLEMENCIC ASSOCIATES Structural Engineer

ALVINE & ASSOCIATES MEP / FP Engineer

ALUM. TRIM

THE OFFICE OF JAMES BURNETT Landscape Architect

SCHED. FIXTURE

ENLARGED DETAIL

GRAEF-USA, INC. Civil Engineer

AON PLC

Building Security Consultant

3" = 1'-0"

HMA CONSULTING, INC.

Building Management and Control Systems Consultant

5/8"

1/4"

11A9.73

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

CERAMI & ASSOCIATES

3/8"

AV/IT/Acoustics Consultant

1'-2 7/8"

GYP. BOARD

2 7/8"

Lighting Consultant

6" 2 7/8"

PERSOHN/HAHN ASSOCIATES, INC.

ENTUITIVE CORPORATION

LEED Consultant

ALIGN

2 1/4"

BURO HAPPOLD

4 3/4"

WOOD BLOCKING

FINISHED CEILING RE: RCP

3" = 1'-0"

ENLARGED DETAIL

3" = 1'-0"

ENLARGED DETAIL

HALF SIZE

5/8"

6A9.72

1/4"

MULLION COVER

3/8"

WALL TILE TYPE T-3

STONE RE: ELEVATIONS ALUMINUM TRIM TYPE-2

WALL TILE TYPE T-3

FIN. CEILING LVL 1 1/2"

11A9.73

SCHEDULED PARTITION

RE: RCP

WALL TILE TYPE T-3 1A9.73

RE: RCP PLAN

ALUM. TRIM

6 1/2"

PAINTED ALUM. FRAME

DOOR FRAME BEYOND

WALL TILE TYPE T-3

SCHED. PARTITION DOOR OUTLINE FLOOR TILE RE: PAVING PLAN

3" = 1'-0" 1"

ENLARGED DETAIL

FINISH FLOOR RE: PAVING PLANS FIN. FLOOR

ALUM. TRIM 3/4"

ALIGN

3/8"

WALL TILE TYPE T-3 1 3/4"

1A6.75

1/4"

1A9.73

FLOOR TILE TYPE T-1

HALF SIZE 5/8"

25A6.86.1

RE: ELEV

ENLARGED DETAIL

BUILT-UP SLAB ON STYROFOAM RE: STRUCTURE

SCHED. PARTITION

CONCRETE CURB

BASE TILE TYPE T-6

NO.

27 JUN 14 DATE

GLASS RE: ENLARGED ELEVATIONS

TOILET ROOM DETAILS (TOWER)

5/8"

NOTE: FOR CURTAIN WALL DETAILS, REFER TO 119A6.84 DETAIL

3" = 1'-0"

ENLARGED DETAIL

3" = 1'-0"

ENLARGED DETAIL

3" = 1'-0"

ENLARGED DETAIL

BULLETIN NO. 2 ISSUE

CAD FILENAME DRAWING TITLE

FLOOR TILE TYPE T-1

FINISH FLOOR

ENLARGED SECTION DETAIL

27 JUN 14

ALUM. TRIM

BASE TILE TYPE T-6

ALIGN

3" E.O.S

QUORUM ARCHITECTS, INC.

Graphics and Wayfinding Consultant CEILING TYPE CLG-1 PTD. PT-2F

RE: RCP

CLEAR OPENING

Food Service Consultant

ALUM. TRIM TYPE-2

FIN. CEILING LVL

ENLARGED DETAIL

RICCA NEWMARK DESIGN

GYP. BOARD

NOTE: FOR CURTAIN WALL DETAILS, REFER TO 14A6.83 DETAIL

Building Enclosure Consultant

SCHED. PARTITION

LIGHT FIXTURE TYPE FD-1

GYP. BOARD

WALL TILE TYPE T-3

Elevator Consultant

WALL TILE TYPE T-3

LIGHT FIXTURE TYPE FD-1

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 6"

9 3/4"

1'-4 3/4"

9 3/4"

10 3/4"

GYP. BOARD OR METAL PENAL

6" CLEAR SPACE

QUENTIN THOMAS ASSOCIATES

GYP. BOARD 8 7/8"

HALF SIZE

KHA PROJECT NO.

12033

DRAWING NUMBER

A9.73

20 Northwestern Mutual

KE ND AL L-H EA TO NA SSO CIA TES 2

12A9.72

16A9.72

11 7/8"

2A9.72

GLASS TILE GL-28

xA9.72

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

16A9.72

EQ EQ EQ EQ EQ EQ

4 7/8" 11 7/8"

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

16A9.72

EQ EQ EQ EQ EQ EQ EQ

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

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

TOILET FIXTURE RE: PLUMBING

xA9.72

7 5/8"

TOILET FIXTURE RE: PLUMBING

WALL TILE TYPE T-3 SCHED. TOILET ACCESSORY

2 WALL TILE TYPE T-3 TOILET FIXTURE RE: PLUMBING

16A9.72

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

WORK SAMPLE ONLY

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

16A9.72

SCHED. TOILET ACCESSORY

SCHED. TOILET ACCESSORY COUNTERTOP RE: XA9.72

7 5/8"

TOILET FIXTURE RE: PLUMBING

GLASS TYPE GL-31

xA9.72

7 5/8"

1'-4 3/4"

EQ EQ EQ EQ EQ EQ

11 7/8"

11 7/8" EQ EQ EQ EQ EQ EQ

SCHED. TOILET ACCESSORY

WALL TILE TYPE T-3

17A9.72

xA9.72

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

7 5/8"

WALL TILE TYPE T-3

21A9.72

26A9.72

21A9.72

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

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

EQ 1'-11 5/8" EQ

WALL TILE TYPE T-3

TOILET ROOM ELEVATION - COMMONS

B.4

1/4" = 1'-0"

TOILET ROOM ELEVATION - COMMONS

1/4" = 1'-0"

7.7

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

SCHED. TOILET ACCESSORY SCHED. DOOR AND FRAME WALL TILE TYPE T-3

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

16A9.72

7.4

1/4" = 1'-0"

SCHED. TOILET ACCESSORY 2A9.72

WALL TILE TYPE T-3

16A9.72 1'-9 1/8"

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

FIRE ALARM RE: ELECTRICAL

SCHED. TOILET ACCESSORY

WALL TILE TYPE T-3

10 1/2"

GLASS TILE GL-28

EQ EQ

EQ 1'-11 5/8"

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

16A9.72

TOILET ROOM ELEVATION - COMMONS

4 7/8" WALL TRIM

WALL TILE TYPE T-3 SCHED. TOILET ACCESSORY GLASS TILE GL-28

SCHED. TOILET ACCESSORY WALL TILE TYPE T-3

1'-5 7/8"

16A9.72

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

7 5/8"

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

7 5/8"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE xA9.72

7 FULL TILES @ 11 7/8" 11 7/8"

12A9.72 XA9.72

WALL TRIM

XA9.72

2A9.72

16A9.72

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

3/4"

SCHED. TOILET ACCESSORY 2A9.72

12A9.72

EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ EQ EQ

GLASS TILE GL-28

7.4

26A9.72

1 FULL TILE

TOILET ROOM ELEVATION - COMMONS

4 7/8"

11 7/8"

21A9.72

1/4" = 1'-0"

TOILET ROOM ELEVATION - COMMONS

1/4" = 1'-0"

LIGHT COVE RECESSED WALL

8'-11 1/2"

SCHED. DOOR AND FRAME

SCHED. TOILET ACCESSORY

9 5/8"

3/4" 7 5/8"

16A9.72

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

16A9.72

17A9.72

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

16A9.72

TOILET ROOM ELEVATION - COMMONS

1/4" = 1'-0"

7.4

SCHED. DOOR AND FRAME

3/4" 7 5/8"

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

8 9/16"

AON PLC

HMA CONSULTING, INC.

Building Management and Control Systems Consultant

CERAMI & ASSOCIATES AV/IT/Acoustics Consultant

WALL TRIM

PERSOHN/HAHN ASSOCIATES, INC.

WALL TILE TYPE T-3

ENTUITIVE CORPORATION

Elevator Consultant

12A9.72

Building Enclosure Consultant

SCHED. TOILET ACCESSORY

BURO HAPPOLD

17A9.72

LEED Consultant

COUNTERTOP XA9.72

RICCA NEWMARK DESIGN Food Service Consultant

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

16A9.72

QUORUM ARCHITECTS, INC.

Graphics and Wayfinding Consultant

HAIRLINE JOINT AT MIRROR SCHED. TOILET ACCESSORY

WALL TILE TYPE T-3 EQ EQ

TOILET ROOM ELEVATION - COMMONS

1/4" = 1'-0"

26/A9.72

WALL TRIM 12A9.72

GLASS TILE GL-28

EQ EQ

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

EQ 1'-11 5/8"

27 JUN 14

EQ 1'-11 5/8" EQ WALL TILE TYPE T-3 SCHED. TOILET ACCESSORY

16A9.72

LEVEL 1 2' - 11" (MKE DATUM 45' - 7") TOILET FIXTURE RE: PLUMBING

1/4" = 1'-0"

7.7

7.4

1 FULL TILE

26A9.72

TOILET ROOM ELEVATION - COMMONS

1 FULL TILE

LIGHT COVE RECESSED WALL

1 FULL TILE 12A9.72

26/A9.72

WALL TRIM OPEN TYPICAL

2 27 JUN 14 1 25 APR 14 NO. DATE

SCHED. DOOR AND FRAME WALL TILE TYPE T-3

6A9.72

1/4" = 1'-0"

7 1 FULL TILE

1 FULL TILE

1/4" = 1'-0"

11 7/8"

1 FULL TILE

Civil Engineer

Building Security Consultant

EQ EQ EQ EQ EQ EQ

9 3/4"

8'-11 1/2"

WALL TILE TYPE T-3

7 FULL TILES @ 11 7/8"

EQ EQ EQ EQ EQ EQ EQ

7 5/8"

6/27/2014 9:12:03 AM

OPEN TYPICAL

16A9.72

1 FULL TILE

GRAEF-USA, INC.

EQ 1'-11 5/8" EQ

LIGHT COVE RECESSED WALL

21A9.72

LIGHT COVE RECESSED WALL

Landscape Architect

7.7

TOILET ROOM ELEVATION - COMMONS

WALL TRIM

12A9.72

MEP/FP Engineer

THE OFFICE OF JAMES BURNETT

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

16A9.72

TOILET FIXTURE RE: PLUMBING

4 7/8"

11 7/8"

ALVINE & ASSOCIATES

GLASS TILE GL-28

Lighting Consultant

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

7 5/8"

1/4" = 1'-0"

Structural Engineer

SCHED. TOILET ACCESSORY

1'-4 1/4"

TOILET ROOM ELEVATION - COMMONS

MAGNUSSON KLEMENCIC ASSOCIATES

WALL TILE TYPE T-3

QUENTIN THOMAS ASSOCIATES

SCHED. DOOR AND FRAME

EQ EQ

GLASS TILE GL-28

WALL TRIM

WALL TILE TYPE T-3

7 FULL TILES @ 11 7/8"

EQ EQ EQ EQ EQ EQ EQ

7 5/8"

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

Interiors Architect

TOILET ROOM ELEVATION - COMMONS

WALL TRIM

12A9.72

WALL TILE TYPE T-3

OPEN TYPICAL

4 7/8"

11 7/8"

1/4" = 1'-0"

VALERIO DEWALT TRAIN ASSOCIATES

LIGHT COVE RECESSED WALL

1 FULL TILE

GLASS TILE GL-28

TOILET ROOM ELEVATION - COMMONS

Architect

26A9.72

7.7

1 FULL TILE

12A9.72

7 5/8"

11 7/8"

4 7/8"

11 7/8"

4 7/8"

XA9.72

LIGHT COVE RECESSED WALL

xA9.72

EQ EQ EQ EQ EQ EQ EQ

11 7/8"

WALL TILE TYPE T-3 12A9.72

1/4" = 1'-0"

SCHED. DOOR AND FRAME

21A9.72

KENDALL/HEATON ASSOCIATES, INC. 2 21A9.72

11 7/8"

4'-11 3/8"

B.4

1/4" = 1'-0"

8'-11 1/2"

TOILET ROOM ELEVATION - COMMONS

Design Architect

1'-11 3/4"

7 5/8"

1/4" = 1'-0"

PICKARD CHILTON ARCHITECTS, INC.

11 7/8"

TOILET ROOM ELEVATION - COMMONS

Development Manager

B.3

2A9.72

EQ EQ EQ EQ EQ EQ

HINES

17A9.72

WALL TRIM

7 5/8"

1/4" = 1'-0"

Owner

1/4" = 1'-0"

LIGHT COVE RECESSED WALL

EQ EQ

TOILET FIXTURE RE: PLUMBING

TOILET ROOM ELEVATION - COMMONS

NORTHWESTERN MUTUAL

TOILET ROOM ELEVATION - COMMONS

11 7/8" 4 7/8"

GLASS TILE GL-28

11 7/8" EQ EQ EQ EQ EQ EQ

WALL TILE TYPE T-3

TOILET ROOM ELEVATION - COMMONS

12A9.72

EQ EQ EQ EQ EQ EQ EQ

7" 11 7/8" EQ EQ EQ EQ EQ EQ

SCHED. TOILET ACCESSORY 2A9.72

7 5/8"

EQ EQ EQ EQ EQ EQ

OPEN TYPICAL

GLASS TILE GL-28

7 5/8"

WALL TRIM

21A9.72

12A9.72

WALL TRIM

7 5/8"

11 7/8"

12A9.72

7 5/8"

9 3/4"

LIGHT COVE RECESSED WALL

12A9.72

16A9.72 1'-5 7/8"

9 3/4"

11 XA9.72

11 7/8"

4'-11 3/8"

1/4" = 1'-0"

7 5/8" 11 7/8"

TOILET ROOM ELEVATION - COMMONS

2 WALL TILE TYPE T-3

DRAWING TITLE

TOILET FIXTURE RE: PLUMBING

2 16A9.72

TOILET ROOM ELEVATIONS

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

KHA PROJECT NO.

TOILET ROOM ELEVATION - COMMONS

1/4" = 1'-0"

Northwestern Mutual

TOILET ROOM ELEVATION - COMMONS

1/4" = 1'-0"

BULLETIN NO.2 BULLETIN NO.1 ISSUE

CAD FILENAME

TOILET ROOM ELEVATION - COMMONS

1/4" = 1'-0"

12033

DRAWING NUMBER

A9.81

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

1'-8"

FINISHED CEILING RE: RCP PLAN

1'-8"

FASCIA BEYOND WD-1

7'-1"

Owner

HINES

Development Manager

1'-8"

PICKARD CHILTON ARCHITECTS, INC. Design Architect

15/A9.01.5

KENDALL/HEATON ASSOCIATES, INC. Architect

1'-8"

VALERIO DEWALT TRAIN ASSOCIATES Interiors Architect

MAGNUSSON KLEMENCIC ASSOCIATES Structural Engineer

1'-8"

16'-10"

NORTHWESTERN MUTUAL

FEATURE WALL GLASS GL-7

ALVINE & ASSOCIATES

1'-8"

MEP/FP Engineer

8'-10"

THE OFFICE OF JAMES BURNETT Landscape Architect

GRAEF-USA, INC. Civil Engineer

1'-8"

ACCESS PANEL RE: A9.01.5

AON PLC

Building Security Consultant

11"

STAINLESS STEEL SS-X

HMA CONSULTING, INC. Building Management and Control Systems Consultant

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

CERAMI & ASSOCIATES AV/IT/Acoustics Consultant

QUENTIN THOMAS ASSOCIATES Lighting Consultant

ENLARGED LOBBY ELEVATION

1/2" = 1'-0"

PERSOHN/HAHN ASSOCIATES, INC. Elevator Consultant

ENTUITIVE CORPORATION

B.3

Building Enclosure Consultant

BURO HAPPOLD LEED Consultant

1 A7.42

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 2'-10"

3'-10"

6'-0"

3'-10"

RICCA NEWMARK DESIGN Food Service Consultant

LEVEL 2 26' - 4" (MKE DATUM 69' - 0")

6'-0"

3'-10"

6'-0"

3'-10"

QUORUM ARCHITECTS, INC.

Graphics and Wayfinding Consultant

2'-10"

21A9.01.6

1A9.01.5

5A9.01.6

11"

27 JUN 14

10"

1A9.01.6

10"

WD-1

10" 10"

5" ST-1

16'-10"

10" 10"

ST-1

STONE WALL PANEL ST-1

3A7.54

2'-5 1/2"

10"

2'-5 1/2"

STAINLESS STEEL FRAME

10"

8'-10"

10"

ST-1

LEVEL 1.5 MEZZANINE 13' - 8" (MKE DATUM 56' - 4")

BACKLIT GLASS FEATURE WALL

1A7.54

ST-1

WD-1

23'-5"

10"

WD-1

6'-8"

10"

SCHEDULED CEILING

4 27 JUN 14 BULLETIN NO.2 3 25 APR 14 BULLETIN NO.1 2 21 MAR 14 ADDENDUM NO. 1 1 14 FEB 14 BID PACKAGE NO. 1 NO. DATE ISSUE

6/27/2014 9:00:10 AM

11"

STAINLESS STEEL ACCENT ROD

10"

ELEVATOR CALL BUTTON

CAD FILENAME

23A7.52

DRAWING TITLE

ENLARGED INTERIOR ELEVATION TOWER LOBBY

30A9.01.6 STAINLESS STEEL INLAID BAR

LEVEL 1 2' - 11" (MKE DATUM 45' - 7")

KHA PROJECT NO.

ENLARGED LOBBY ELEVATION

1/2" = 1'-0"

12033

DRAWING NUMBER

A9.01.2

22 Northwestern Mutual

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

HSS POST 2x1 1/2x3/16

2 3/4" (N.T.S)

CENTER OF MULLION

2 3/8"

1/4"

4'-5 3/8" (N.T.S)

RE: ENLARGED PLAN

LOBBY ENLARGED PLAN AT SS PANEL

3" = 1'-0"

CONCRETE SHEAR WALL RE: STRUCTURE

LOBBY ENLARGED ELEVATION

3" = 1'-0"

22/A9.01.5

Owner

HINES

Development Manager

PICKARD CHILTON ARCHITECTS, INC. Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

VALERIO DEWALT TRAIN ASSOCIATES

HSS POST 4x2x5/8 LIGHT FIXTURE TYPE FY-1 PAINTED MDF PT-1F

2'-3 1/4"

HSS POST 4x2x5/8

NORTHWESTERN MUTUAL

24/A9.01.5

3/8"

STAINLESS STEEL PLATES SS-1

1/8" SEALANT COLOR TO MATCH PANEL

5'-3"

2 1/8"

EQ.

RE: ENLARGED SECTION

3/4"

2 5/8"

1" 1/8" 2 5/8" 3 1/4" (N.T.S)

EQ.

1/8" 1/4"

2 LEVEL 2 EL. +26'-4" (MKE DATUM 69'-0")

WORK SAMPLE ONLY

1/4"

CONCRETE SLAB RE: STRUCTURE

METAL PANEL SS-1

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

STONE WALL PANEL RE: ELEVATION

FEATURE GLASS WALL GL-7

1/2" 5/8"

HSS POST 4x2x5/8

5 7/8" (N.T.S) OUTSIDE FACE OF PANEL

STIFFNER IF REQUIRED

Interiors Architect

MAGNUSSON KLEMENCIC ASSOCIATES Structural Engineer

28/A9.01.5

ALVINE & ASSOCIATES MEP / FP Engineer

23/A9.01.5

11"

THE OFFICE OF JAMES BURNETT

STEEL ANGLE 4x3 1/2x5/16

REMOVABLE GLASS PANEL

LOBBY ENLARGED PLAN

HALF SIZE

6" O.F.O.G.

11"

2 3/4"

2 1/4"

3 1/4" O.F.O.G

1'-8"

STEEL ANGLE

1/2"

3/4"

1/4" 1/4"

1 1/4"

FLUSHED ALLEN HEAD SCREW 12" O.C - SST-1

1'-8" 15'-10 3/4" 1 3/4"

1/2"

1/2" 1/4"

3/4" 1/2"

LOBBY ENLARGED PLAN

HALF SIZE

CENTER OF MULLION

1/2" 3/4"

2 1/4"

LOBBY ENLARGED SECTION

HALF SIZE

LOBBY ENLARGED SECTION

HALF SIZE

2 6" O.F.O.G 11"

1'-1"

1/A9.01.5

26/A9.01.5

3/4" 1/2"

2 1/8"

2'-3"

2'-9" O.F.O.T

1/8"

2 5/8"

GLASS WALL RE: ELEVATIONS STAINLESS STEEL PLATE SS-1

27/A9.01.5

4'-5 3/8"

9'-3"

O.F.O.T

3/A9.01.2

STONE WALL PANEL RE: ELEVATION

1/4" 3/4"

2 1/8"

26/A9.01.5

6" O.F.O.G

11"

SCHEDULED PART.

1/4"

STONE FINISH RE: PAVING PLAN 2 1 NO.

LEVEL 1 EL. +2'-11" (MKE DATUM 45'-7")

27 JUN 14 25 APR 14 DATE

9'-1 3/4" (N.T.S) DRAWING TITLE

GLASS WALL RE: ELEVATION

SCHED. PART. RE: PLAN

ENLARGED ELEVATOR LOBBY DETAILS

LIGHT FIXTURE TYPE FY-1

STONE WALL PANEL RE: ELEVATION

1/2"

HALF SIZE

KHA PROJECT NO.

ELEVATOR LOBBY END WALL ENLARGED PLAN

Northwestern Mutual

BULLETIN NO. 2 BULLETIN NO. 1 ISSUE

CAD FILENAME

2 1/8"

METAL PANEL SS-1

LOBBY ENLARGED PLAN

27 JUN 14

12/A9.01.5

HSS POST 4x2x5/8

3 1/4" (N.T.S)

HORIZONTAL ALUMINUM MULLIONS

STEEL ANGLE 2x2x5/16

1/4"

1'-8"

GLASS WALL RE: ELEVATIONS

1/4" 1/4"

SCREW ATTACHED BOT. OF PLATE

STAINLESS STEEL PLATE SS-1 GLASS WALL RE: ELEVATIONS

1/4" 1/4"

SCREW ATTACHED TOP OF PLATE

EL. +2'-11" (MKE DATUM 45'-7")

3/4"

VERTICAL FIN BEYOND

22/A9.01.5

LEVEL 1

1/2"

3/4"

Z-CLIPS 16 GA. STAINLESS STEEL PANEL SS-1

5 7/8" O.F.O.P

1/2" 1/4"

2 3/4"

HSS POST 2x2x1/4

1'-8"

15/A9.01.5

1'-1"

HALF SIZE

1/8"

LOBBY ENLARGED PLAN

16'-10"

STIFFENER IF REQUIRED

1/4"

HSS POST 2x1 1/2x3/16

FEATURE GLASS WALL GL-7

PAINTED MDF PT-1F

1 1/2"

1'-8"

3/4"

QUORUM ARCHITECTS, INC.

Graphics and Wayfinding Consultant

11"

1/2" 3/4"

Food Service Consultant

1 1/4"

STAINLESS STEEL PLATE SS-1

BURO HAPPOLD

RICCA NEWMARK DESIGN

FLUSHED ALLEN HEAD SCREW 12" O.C. - SST-1

GLASS WALL RE: ELEVATIONS

FINISHED CEILING CLG-1

3/4"

Building Enclosure Consultant

SCHEDULED PARTITION RE: PLAN

1'-8"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 28

Elevator Consultant

ENTUITIVE CORPORATION

STAINLESS STEEL PLATE SS-1

HALF SIZE

Lighting Consultant

PERSOHN/HAHN ASSOCIATES, INC.

1'-8"

1/2" 1/2" 1"

2 3/4" 4"

2 1/8"

FLUSHED ALLEN HEAD SCREW 12" O.C.- SST-1

3/4" 1/4"

LOBBY ENLARGED DETAIL

CERAMI & ASSOCIATES

AV/IT/Acoustics Consultant

QUENTIN THOMAS ASSOCIATES

2'-3"

LEED Consultant

L-TRIM MOLDING TO MATCH CEILING FINISH

1/2"

Building Management and Control Systems Consultant

STAINLESS STEEL PLATE SS-1 3" x 1/2"

AON PLC

HMA CONSULTING, INC.

1 1/2"

STAINLESS STEEL TRIM SS-1

RE: RCP PLAN

Civil Engineer

Building Security Consultant

REMOVABLE GLASS PANEL

6" O.F.O.G 2'-8 1/2"

3/4"

HSS POST 4X2X1/4

GRAEF-USA, INC.

FINISHED CEILING RE: PLAN

1'-7 3/4"

2 3/4"

1'-8" (N.T.S)

WOOD PANEL RE: RCP

Landscape Architect

1" = 1'-0"

ELEVATOR LOBBY END WALL SECTION

1" = 1'-0"

12033

DRAWING NUMBER

A9.01.5

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE SUSPENDED CLG. FRAMING

RE: 1A9.01.1 ARCH PLAN

CONTINUOUS 1/2" S.S. CLADDING SST-1 SCHED. STONE RE: PAVING PLAN 5'-10"

TREATING WOOD BLOCKING

4'-0" (N.T.S)

1/2" SST-1 INLAID BAR CONTINOUS TO LOBBY CEILING

WD-1 VENEER RE: ELEVATIONS

SCHEDULED PARTITION WD-1 VENEER RE: ELEVATIONS

TREATING WOOD BLOCKING

5 1/4"

STONE TYPE RE: ELEVATIONS

28/A9.01.5

11"

RE: 1A9.01.1 ARCH PLAN

CONTINUOUS 1/2" S.S. CLADDING BEYOND

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

SCHEDULED PART.

ELEVATOR DOOR HEADER OUTLINE

3/4"

3A7.54

NOTE: INLAID BAR TO ALIGN WITH ELEVATOR JAMB DETAIL ON 3A7.54

1/4"

1" 1/2"

ENLARGED DETAIL

3" = 1'-0"

3'-10"

1 1/2"

NORTHWESTERN MUTUAL

4'-1"

NOTE: REFER TO 3A7.54 FOR JAMB DETAIL

3" = 1'-0"

ENLARGED DETAIL

LEVEL 2

3" = 1'-0"

Owner

ELEVATOR LOBBY ENLARGED CEILING DETAIL

3" = 1'-0"

Development Manager

PICKARD CHILTON ARCHITECTS, INC. Design Architect

LEVEL 2

SCHEDULED PART.

EL. +26'-4" (MKE DATUM 69'-0")

HINES

KENDALL/HEATON ASSOCIATES, INC.

EL. +26'-4" (MKE DATUM 69'-0")

SUSPENDED CLG. FRAMING

Architect

VALERIO DEWALT TRAIN ASSOCIATES Interiors Architect

MAGNUSSON KLEMENCIC ASSOCIATES Structural Engineer

20A9.01.6

ALVINE & ASSOCIATES

5A9.01.6

19A9.01.6

MEP / FP Engineer

THE OFFICE OF JAMES BURNETT Landscape Architect

11"

FINISHED CLG.

10"

STONE SUPPORT

WD-1

STONE TYPE RE: ELEVATIONS

FINISHED CEILING RE: 16A9.01.1

GRAEF-USA, INC. Civil Engineer

AON PLC

CEILING BEYOND

4'-9 1/2"

Building Security Consultant

4'-9 1/2"

HMA CONSULTING, INC.

9'-7" (FACE OF WOOD TO FACE OF WOOD)

3" = 1'-0"

10"

ENLARGED DETAIL

10"

TREATED WOOD BLOCKING

10" TYP RE: ELEVATION

10"

2 1/2"

SCHEDULED PART.

SCHED. PARTITION

1 1/4x1 1/4x 1/4 GALV. STL ANGLE

WD-1 VENEER RE: ELEVATIONS

CERAMI & ASSOCIATES

AV/IT/Acoustics Consultant

QUENTIN THOMAS ASSOCIATES Lighting Consultant

3/4" DIAMETER RADIALLY BRUSHED ST STL ROD

SCHEDULED PARTITION

10"

R=3/8"

7/8"

PERSOHN/HAHN ASSOCIATES, INC. Elevator Consultant

ENTUITIVE CORPORATION

7'-1"

9'-11" 9'-3" (FACE OF STONE TO FACE OF STONE)

Building Management and Control Systems Consultant

Building Enclosure Consultant

BURO HAPPOLD

STONE WALL BEYOND

LEED Consultant

10"

1"x1/2" ST STL BAR STOCK

Food Service Consultant

HSS BEAM RE: STRUCTURE

STONE SUPPORT ANCHOR

25A9.01.6

16'-10"

HALF SIZE

LOBBY STEEL ROD DETAIL

3/A7.54

LIGHT FIXTURE TYPE FAB

3/A7.54 S.S. DOOR FRAME SST-1

21A9.01.6

STONE TYPE RE: ELEVATIONS

10"

2" 5 1/4"

15'-11"

10"

ELEVATOR DOOR HEADER BEYOND

QUORUM ARCHITECTS, INC.

Graphics and Wayfinding Consultant

10"

RICCA NEWMARK DESIGN

STONE TYPE RE: ELEVATIONS

10" TYP RE: ELEVATION

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE HSS BEAM RE: STRUCTURE

20/A7.51

2'-9"

10"

4A9.62

HOISTWAY DOOR

1/A9.01.6

10" 10"

STONE FINISH RE: ELEVATIONS

2A9.62

FINISH FLOOR

1'-7" O.F.O.T

LEVEL 1

EL. +2'-11" (MKE DATUM 45'-7")

1 1/4"

1A9.62

18'-4 3/4" (N.T.S) 2

FINISH FLOOR

1 1/2" O.F.O.T

1 NO.

16/A7.51

18A9.01.6

2'-11" OUTSIDE FACE OF TILE

1'-4" O.F.O.T

10"

10" 11"

FLOOR INDICATOR

8'-10"

10"

1" = 1'-0"

ELEVATOR LOBBY ENLARGED PLAN

27 JUN 14 25 APR 14 DATE

BULLETIN NO. 2 BULLETIN NO. 1 ISSUE

LEVEL 1 EL. +2'-11" (MKE DATUM 45'-7")

CAD FILENAME DRAWING TITLE

ENLARGED ELEVATOR LOBBY DETAILS

STAINLESS STEEL TUBE STONE FINISH RE: ELEVATIONS CONCRETE SHEAR WALL RE: STRUCTURE

ELEVATOR LOBBY ENLARGED SECTION AT STONE WALL

27 JUN 14

1 1/2" = 1'-0" 16

KHA PROJECT NO.

ELEVATOR LOBBY ENLARGED SECTION AT ELEVATOR

1' = 1'-0"

12033

DRAWING NUMBER

A9.01.6

24 Northwestern Mutual

KE ND AL L-H EA TO NA SSO CIA TES 2 1/2"

VARIES (RE: ARCH PLAN)

2 1/2"

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 5"

2 1/2"

HSS POST

SCHED. PARTITION

REVEAL AL-4

STONE TYPE ST-1 1/8" JOINT TYP.

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

FINISHED FLOOR RE: PAVING PLAN

STONE TYPE ST-1

NORTHWESTERN MUTUAL Owner

SCHED. PARTITION

STRUC. SLAB RE: STRUC.

SCALE

HINES

Development Manager

PICKARD CHILTON ARCHITECTS, INC.

2'-3"

SCALE

Design Architect

SCHED. PARTITION

KENDALL/HEATON ASSOCIATES, INC. Architect

STONE TYPE ST-1 1/8" JOINT TYP.

VALERIO DEWALT TRAIN ASSOCIATES Interiors Architect

FINISHED FLOOR RE: PAVING PLAN

MAGNUSSON KLEMENCIC ASSOCIATES Structural Engineer

ALVINE & ASSOCIATES MEP / FP Engineer

STRUC. SLAB RE: STRUC.

THE OFFICE OF JAMES BURNETT Landscape Architect

GRAEF-USA, INC. Civil Engineer

FINISHED CEILING

ENLARGED DETAIL

3" = 1'-0"

2 1/2"

ENLARGED DETAIL

3" = 1'-0"

SCALE

AON PLC

Building Security Consultant

HMA CONSULTING, INC.

SCALE

Building Management and Control Systems Consultant

CERAMI & ASSOCIATES

AV/IT/Acoustics Consultant

QUENTIN THOMAS ASSOCIATES

Lighting Consultant

STONE TYPE ST-1 5"

FINISHED FLOOR RE: 1A3.81.4 F

QUORUM ARCHITECTS, INC.

ALIGN 5'-8"

5'-8"

5'-0"

SCHEDULED PARTITION

82 .0 7°

2'-6"

5'-0"

ALIGN

1 NO.

+1'-8"

3'-10"

14/A9.51 3'-10 1/4"

27 JUN 14 25 APR 14 DATE

BULLETIN NO. 2 BULLETIN NO. 1 ISSUE

CAD FILENAME DRAWING TITLE

5 1/2"

ALIGN

+2'-11"

LEVEL 1 EL. +1'-8" (MKE DATUM 44'-4")

1/2" R=335'-2 TO WP (0,0)

3'-1"

LEVEL 1 EL. +2'-11" (MKE DATUM 45'-7")

5'-8"

3'-2"

29/A9.51

27 JUN 14

5'-8"

LIGHT FIXTURES RE: 1A3.61.4

EPOXY MITERED CORNER

18/A9.12.1

15'-0"

21'-5 1/2"

21/A9.51

21'-4"

2/A9.12.1

5'-0"

3'-4"

5'-0"

10'-0"

20'-2 1/2"

5'-0"

7 1/2" 1'-0"

STONE FINISH RE: ELEVATION

A.F.F.

5'-0"

26/A9.51

STONE TYPE ST-1

6°

HSS POST 6x6x1/4 @ 5' O.C

+21'-5 1/2" A.F.F.

+20'-2 1/2"

SCHED. PARTITION

CAPITAL STEEL ANGLE SUPPORT

27/A9.51

2 1/2"

2'-6"

HSS POST 6x6x1/4 @ 5' O.C

21/A9.51

5'-0"

2/A9.12.1

SCHED. PARTITION

F.2

5'-0"

STEEL ANGLE L5x5x3/8x6' PTD. TO MATCH TERRA COTTA CAPITAL

5'-0"

F.2

14'-5 1/2"

2'-7 1/2"

Food Service Consultant

Graphics and Wayfinding Consultant 3'-2"

HSS TUBE 4x2x1/4

3"=1'-0"

RICCA NEWMARK DESIGN

STONE TYPE ST-1

ENLARGED DETAIL

4/A7.09.4

3'-3"

3"=1'-0"

BURO HAPPOLD

LEED Consultant

FINISHED CEILING

SCHED. PARTITION

6'-3"

1/2" R=313'-10 TO WP (0,0)

3'-0"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 14/A9.51

3'-0"

4'-7 3/4"

5 1/2"

3'-7 1/4"

+18'-5" A.F.F.

28/A9.51

ENLARGED DETAIL

Elevator Consultant

ENTUITIVE CORPORATION

Building Enclosure Consultant

LEVEL 2 EL. +26'-4" (MKE DATUM 69'-0")

REVEAL AL-4

PERSOHN/HAHN ASSOCIATES, INC.

INTERIOR PLANS / DETAILS

3'-3 5/8"

STONE TYPE ST-1

2 1/2" KHA PROJECT NO.

ENLARGED DETAIL

3"=1'-0"

PROSPECT LOBBY CAPITAL WALL SECTION

Northwestern Mutual

1/2"=1'-0"

PROSPECT LOBBY CAPITAL WALL RCP PLAN

1/2" = 1'-0"

PROSPECT LOBBY CAPITAL WALL PLAN

1/2" = 1'-0"

12033

DRAWING NUMBER

A9.51

26 Northwestern Mutual

NORTH BUILDING ELEVATION 1 A41.02

A42.01

A42.02

A42.03

A42.04

A43.01

1 A41.01

83' - 9" 13' - 4" 13' - 4" 15' - 4" 28' - 7" 35' - 1" 16' - 1" 28' - 0" 14' - 0" 37' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 9" 14' - 3" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 9" 14' - 3" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 3" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 18' - 6"

27 22' - 9"

4' - 6"

KE ND AL L-H EA TO NA SSO CIA TES 18' - 7"

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 1/32" = 1'-0"

1/32" = 1'-0"

Floor 1 23' - 6"

Floor 1 (East) 28' - 0"

Floor 3 60' - 3" Floor 2 46' - 1"

Floor 4 75' - 11"

Floor 5 94' - 6"

Floor 6 117' - 3"

Floor 7 131' - 9"

Floor 8 146' - 3"

Floor 9 160' - 9"

Floor 10 175' - 3"

Floor 11 189' - 9"

Floor 12 204' - 3"

Floor 13 218' - 9"

Floor 14 233' - 3"

FLOOR 15 247' - 9"

FLOOR 16 262' - 3"

FLOOR 17 277' - 0"

FLOOR 18 291' - 3"

Floor 19 305' - 9"

Floor 20 320' - 3"

Floor 21 334' - 9"

Floor 22 349' - 3"

Floor 23 363' - 9"

Floor 24 378' - 3"

Floor 25 392' - 9"

Floor 26 407' - 3"

Floor 27 421' - 9"

Floor 28 436' - 3"

Floor 29 450' - 9"

FLOOR 30 465' - 3"

FLOOR 31 479' - 9"

FLOOR 33 508' - 9" FLOOR 32 494' - 6"

Floor 34 523' - 3"

Floor 35 537' - 9"

Floor 36 552' - 3"

Floor 37 566' - 9"

Floor 38 581' - 3"

Floor 39 595' - 9"

Floor 40 610' - 3"

Floor 41 624' - 9"

Floor 42 639' - 3"

Floor 43 653' - 9"

Floor 44 668' - 3"

Floor 45 682' - 9"

Floor 56 837' - 0" Floor 55 823' - 0" Floor 54 809' - 0" Floor 53 795' - 0" Floor 52 781' - 0" Floor 51 767' - 0" Floor 50 753' - 0" Floor 49 739' - 0" Floor 48 725' - 0" Floor 47 711' - 0" Floor 46 697' - 0"

Floor 57 855' - 6"

Floor 59 907' - 0" Floor 58 893' - 0" Floor 57 (Mech) 879' - 0"

Cooling Tower 1 935' - 0"

T.O. Parapet Elevators 951' - 1"

Cooling Tower 2 986' - 2"

Lantern 3 1045' - 11" Lantern 2 1032' - 7" Lantern 1 1019' - 3" Cooling Tower 3 1014' - 9"

Lantern 6 1087' - 11" Lantern 5 1074' - 7" Lantern 4 1061' - 3"

Lantern 9 1129' - 11" Lantern 8 1116' - 7" Lantern 7 1103' - 3"

T.O. Lantern 1145' - 0"

1 A42.13

A43.01

A42.14

A41.03

A42.11

A42.12

1800 ARCH STREET

LIBERTY PROPERTY 18TH & ARCH, LP

Philadelphia, Pennsylvania

FOSTER + PARTNERS LTD

Design Architect

Owner

KENDALL/HEATON ASSOCIATES, INC.

BALA CONSULTING ENGINEERS, INC.

THORNTON TOMASETTI, INC.

Structural Engineer

Architect

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

PENNONI ASSOCIATES, INC.

OLIN PARTNERSHIP, LTD

HMA CONSULTING

Landscape Architect

FORGE MEDIA + DESIGN, INC.

Graphic Design Consultant

Security Consultant

Civil Engineer

L.F. DRISCOLL CO., LLC

Construction Manager

WORK SAMPLE ONLY

Comcast Center Floor 56 837' - 0" Floor 55 823' - 0" Floor 54 809' - 0" Floor 53 795' - 0" Floor 52 781' - 0" Floor 51 767' - 0" Floor 50 753' - 0" Floor 49 739' - 0" Floor 48 725' - 0" Floor 47 711' - 0" Floor 46 697' - 0"

Floor 57 855' - 6"

Floor 59 907' - 0" Floor 58 893' - 0" Floor 57 (Mech) 879' - 0"

Cooling Tower 1 935' - 0"

T.O. Parapet Elevators 951' - 1"

Cooling Tower 2 986' - 2"

Lantern 3 1045' - 11" Lantern 2 1032' - 7" Lantern 1 1019' - 3" Cooling Tower 3 1014' - 9"

Lantern 6 1087' - 11" Lantern 5 1074' - 7" Lantern 4 1061' - 3"

Lantern 9 1129' - 11" Lantern 8 1116' - 7" Lantern 7 1103' - 3"

T.O. Lantern 1145' - 0"

Floor 1 23' - 6"

Floor 1 (East) 28' - 0"

Floor 3 60' - 3" Floor 2 46' - 1"

Floor 4 75' - 11"

Floor 5 94' - 6"

Floor 6 117' - 3"

Floor 7 131' - 9"

Floor 8 146' - 3"

Floor 9 160' - 9"

Floor 10 175' - 3"

Floor 11 189' - 9"

Floor 12 204' - 3"

Floor 13 218' - 9"

Floor 14 233' - 3"

FLOOR 15 247' - 9"

FLOOR 16 262' - 3"

FLOOR 17 277' - 0"

FLOOR 18 291' - 3"

Floor 19 305' - 9"

Floor 20 320' - 3"

Floor 21 334' - 9"

Floor 22 349' - 3"

Floor 23 363' - 9"

Floor 24 378' - 3"

Floor 25 392' - 9"

Floor 26 407' - 3"

Floor 27 421' - 9"

Floor 28 436' - 3"

Floor 29 450' - 9"

FLOOR 30 465' - 3"

FLOOR 31 479' - 9"

FLOOR 33 508' - 9" FLOOR 32 494' - 6"

Floor 34 523' - 3"

Floor 35 537' - 9"

Floor 36 552' - 3"

Floor 37 566' - 9"

Floor 38 581' - 3"

Floor 39 595' - 9"

Floor 40 610' - 3"

Floor 41 624' - 9"

Floor 42 639' - 3"

Floor 43 653' - 9"

Floor 44 668' - 3"

Floor 45 682' - 9"

KE ND AL L-H EA TO NA SSO CIA TES 18' - 1" 14' - 2" 15' - 8"

EAST BUILDING ELEVATION

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

4' - 6"

Project Type // Commercial, High Rise Client // Liberty Property 18th and Arch, LP Design Architect // Foster + Partners Architect of Record // Kendall-Heaton Associates Structural Engineer // Thornton Tomasetti

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

10/31/2014 2:29:20 PM

Comcast Center // Foster + Partners Philadelphia, Pennsylvania MEP Engineer // Bala Landscape // Olin Studio Civil Engineer // Pennoni Associates, Inc General Contractor // L.F. Driscoll Co, LLC

TILLOTSON DESIGN ASSOCIATES, INC.

Lighting Design Consultant

CAD FILENAME

NO.

3 2 1 31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

DRAWING TITLE

DATE

KHA PROJECT NO.

13001 ISSUE

BUILDING ELEVATIONS

DRAWING NUMBER

A40.01

SOUTH BUILDING ELEVATION

A42.21

A42.22

A42.23

A42.24

A41.05

C F

1 A41.04

KE ND AL L-H EA TO NA SSO CIA TES

1/32" = 1'-0"

Floor 1 23' - 6"

Floor 3 60' - 3" Floor 2 46' - 1"

Floor 4 75' - 11"

Floor 5 94' - 6"

Floor 6 117' - 3"

Floor 7 131' - 9"

Floor 8 146' - 3"

Floor 9 160' - 9"

Floor 10 175' - 3"

Floor 11 189' - 9"

Floor 12 204' - 3"

Floor 13 218' - 9"

Floor 14 233' - 3"

FLOOR 15 247' - 9"

FLOOR 16 262' - 3"

FLOOR 18 291' - 3" FLOOR 17 277' - 0"

Floor 19 305' - 9"

Floor 20 320' - 3"

Floor 21 334' - 9"

Floor 22 349' - 3"

Floor 23 363' - 9"

Floor 24 378' - 3"

Floor 25 392' - 9"

Floor 26 407' - 3"

Floor 27 421' - 9"

Floor 28 436' - 3"

Floor 29 450' - 9"

FLOOR 30 465' - 3"

FLOOR 31 479' - 9"

FLOOR 33 508' - 9" FLOOR 32 494' - 6"

Floor 34 523' - 3"

Floor 35 537' - 9"

Floor 36 552' - 3"

Floor 37 566' - 9"

Floor 38 581' - 3"

Floor 39 595' - 9"

Floor 40 610' - 3"

Floor 41 624' - 9"

Floor 42 639' - 3"

Floor 43 653' - 9"

Floor 44 668' - 3"

Floor 45 682' - 9"

Floor 57 855' - 6"

Floor 59 907' - 0" Floor 58 893' - 0" Floor 57 (Mech) 879' - 0"

Cooling Tower 1 935' - 0"

T.O. Parapet Elevators 951' - 1"

Cooling Tower 2 986' - 2"

Lantern 3 1045' - 11" Lantern 2 1032' - 7" Lantern 1 1019' - 3" Cooling Tower 3 1014' - 9"

Lantern 6 1087' - 11" Lantern 5 1074' - 7" Lantern 4 1061' - 3"

Lantern 9 1129' - 11" Lantern 8 1116' - 7" Lantern 7 1103' - 3"

T.O. Lantern 1145' - 0"

1/32" = 1'-0"

A42.33

1 11

A42.34

A43.02

A41.06

A42.31

A42.32

Floor 1 23' - 6"

Floor 3 60' - 3" Floor 2 46' - 1"

Floor 4 75' - 11"

Floor 5 94' - 6"

Floor 6 117' - 3"

Floor 7 131' - 9"

Floor 8 146' - 3"

Floor 9 160' - 9"

Floor 10 175' - 3"

Floor 11 189' - 9"

Floor 12 204' - 3"

Floor 13 218' - 9"

Floor 14 233' - 3"

FLOOR 15 247' - 9"

FLOOR 16 262' - 3"

FLOOR 18 291' - 3" FLOOR 17 277' - 0"

Floor 19 305' - 9"

Floor 20 320' - 3"

Floor 21 334' - 9"

Floor 22 349' - 3"

Floor 23 363' - 9"

Floor 24 378' - 3"

Floor 25 392' - 9"

Floor 26 407' - 3"

Floor 27 421' - 9"

Floor 28 436' - 3"

Floor 29 450' - 9"

FLOOR 30 465' - 3"

FLOOR 31 479' - 9"

FLOOR 33 508' - 9" FLOOR 32 494' - 6"

Floor 34 523' - 3"

Floor 35 537' - 9"

Floor 36 552' - 3"

Floor 37 566' - 9"

Floor 38 581' - 3"

Floor 39 595' - 9"

Floor 40 610' - 3"

Floor 41 624' - 9"

Floor 42 639' - 3"

Floor 43 653' - 9"

Floor 44 668' - 3"

Floor 45 682' - 9"

Floor 57 855' - 6"

Floor 59 907' - 0" Floor 58 893' - 0" Floor 57 (Mech) 879' - 0"

Cooling Tower 1 935' - 0"

T.O. Parapet Elevators 951' - 1"

Cooling Tower 2 986' - 2"

Lantern 3 1045' - 11" Lantern 2 1032' - 7" Lantern 1 1019' - 3" Cooling Tower 3 1014' - 9"

Lantern 6 1087' - 11" Lantern 5 1074' - 7" Lantern 4 1061' - 3"

Lantern 9 1129' - 11" Lantern 8 1116' - 7" Lantern 7 1103' - 3"

T.O. Lantern 1145' - 0"

1800 ARCH STREET

LIBERTY PROPERTY 18TH & ARCH, LP

Philadelphia, Pennsylvania

FOSTER + PARTNERS LTD

Design Architect

Owner

KENDALL/HEATON ASSOCIATES, INC.

BALA CONSULTING ENGINEERS, INC.

THORNTON TOMASETTI, INC.

Structural Engineer

Architect

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

PENNONI ASSOCIATES, INC.

OLIN PARTNERSHIP, LTD

HMA CONSULTING

Landscape Architect

FORGE MEDIA + DESIGN, INC.

Graphic Design Consultant

Security Consultant

Civil Engineer

L.F. DRISCOLL CO., LLC

Construction Manager

WORK SAMPLE ONLY

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

A43.02

KE ND AL L-H EA TO NA SSO CIA TES COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

10/31/2014 2:33:14 PM

WEST BUILDING ELEVATION

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D TILLOTSON DESIGN ASSOCIATES, INC.

Lighting Design Consultant

CAD FILENAME

NO.

3 2 1 31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

DRAWING TITLE

DATE

KHA PROJECT NO.

13001

ISSUE

BUILDING ELEVATIONS

DRAWING NUMBER

A40.02

28 Comcast Center

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D GL-9

GL-9

MP-1

GL-1

GL-2

GL-1

GL-2

GL-1

MP-1

GL-1

MP-1

GL-2

GL-1

MP-1

GL-2

GL-1

MP-1

GL-1

GL-2

GL-1

GL-2

GL-1

MP-1

GL-1

GL-2

GL-1

GL-2

GL-1

GL-2

GL-1

GL-2

GL-1

GL-2

GL-1

GL-2

GL-1

GL-2

GL-1

GL-2

MP-1

GL-1

MP-1

GL-1

GL-2

GL-1

GL-2

GL-1

GL-12

GL-9

1800 ARCH STREET Floor 51 767' - 0"

Philadelphia, Pennsylvania

14' - 0"

GL-12

LIBERTY PROPERTY 18TH & ARCH, LP Owner

FOSTER + PARTNERS LTD

Floor 50 753' - 0"

Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

14' - 0"

GL-12

THORNTON TOMASETTI, INC. Structural Engineer

BALA CONSULTING ENGINEERS, INC.

Floor 49 739' - 0"

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

OLIN PARTNERSHIP, LTD Landscape Architect

14' - 0"

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

PENNONI ASSOCIATES, INC. Civil Engineer

A62.14

GL-12

GL-9

GL-2

GL-9

GL-2

MP-1

GL-2

MP-1

GL-2

MP-1

GL-2

MP-1

GL-2

MP-1

GL-2

MP-1

GL-2

MP-1

GL-2

MP-1

GL-2

MP-1

GL-2

MP-1

GL-2

MP-1

GL-12

GL-2

GL-1

GL-9

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

GL-1

MP-1

GL-1

MP-1

GL-4

GL-9

Construction Manager

Floor 46 697' - 0"

GL-9

2 A62.13

GL-7

GL-8

GL-6

GL-4

MP-1

GL-5

MP-1

GL-8

GL-7

GL-6

GL-5

MP-1

GL-1

GL-7

GL-6

GL-5

MP-1

GL-1

GL-2

GL-1

GL-2

GL-6

Floor 45 682' - 9"

Floor 44 668' - 3"

MP-1

GL-4

MP-1

Floor 43 653' - 9"

MP-1

Floor 42 639' - 3"

MP-1

GL-1

GL-2

GL-1

GL-2

GL-1 GL-4

GL-1

GL-4

GL-1

14' - 6"

INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

SPANDREL INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

Lighting Design Consultant

L.F. DRISCOLL CO., LLC

14' - 6"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

GL-1

TILLOTSON DESIGN ASSOCIATES, INC.

Floor 47 711' - 0"

GL-9 GL-1

Security Consultant

MP-1

14' - 6"

GL-9

GL-2

MP-1

14' - 0"

GL-9

MP-1

14' - 0"

GL-9

MP-1

14' - 3"

MP-1

14' - 6"

GL-12

HMA CONSULTING

Floor 48 725' - 0"

GL-1

TRANSLUCENT INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

GL-1

GL-2

GL-1

MP-1

Floor 41 624' - 9"

GL-2 GL-2

GL-2

GL-1

GL-2

MP-1; STAINLESS STEEL PANEL

MP-2; WEST CORE ALUMINUM COMPOSITE PANEL

GL-1

GL-1 GL-1 GL-4

GL-4

GL-4 GL-1

GL-1

MP-1

14' - 6"

GL-1

MP-1

GL-1

Floor 40 610' - 3"

GL-2

GL-1

MP-1

GL-2

GL-1

MP-4; PODIUM PRESSED ALUMINUM PANEL

GL-1

GL-1 GL-4

GL-4

GL-1

MP-5; PODIUM ROOF PANEL

MP-1

MP-6; PERFORATED STAINLESS STEEL PANEL

MP-1

3 2 1

NO.

GL-1

MP-1

10/31/2014 2:49:03 PM

GL-1

14' - 6"

MP-3; PODIUM FLAT ALUMINUM PANEL

GL-1 MP-1

MP-1

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

DATE

MP-1

Floor 39 595' - 9"

DRAWING TITLE

ENLARGED BUILDING ELEVATION

LVR; LOUVER, LOUVER TYPE INDICATED ON ELEVATION

Comcast Center

KHA PROJECT NO.

ELEVATION LEGEND

1/8" = 1'-0"

ENLARGED EAST ELEVATION

ISSUE

CAD FILENAME

1/8" = 1'-0"

13001

DRAWING NUMBER

A42.13

LVR-2

GL-12

GL-9

GL-12

GL-9

LVR-2

GL-25

LVR-2

1800 ARCH STREET Philadelphia, Pennsylvania

GL-12

GL-9

GL-12

GL-9

LIBERTY PROPERTY 18TH & ARCH, LP Owner

FOSTER + PARTNERS LTD T.O. Parapet Elevators 951' - 1"

Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

THORNTON TOMASETTI, INC.

16' - 1"

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

Structural Engineer

BALA CONSULTING ENGINEERS, INC.

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-25

LVR-1

GL-20

LVR-1

GL-19

LVR-1

GL-20

GL-19

LVR-1

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

LVR-1

GL-20

LVR-1

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

LVR-1

GL-9

GL-12

GL-9

LVR-1

GL-19

LVR-1

GL-9

GL-12

GL-9

GL-12

LVR-1

GL-20

LVR-1

GL-12

LVR-1

GL-19

LVR-1

GL-9

GL-12

GL-9

GL-20

GL-9

GL-12

GL-9

GL-19

GL-9

GL-12

GL-9

GL-20

GL-9

GL-12

GL-9

GL-12

GL-9

GL-19

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

LVR-1

Landscape Architect

Civil Engineer

HMA CONSULTING Security Consultant

Elevator Machine Room 921' - 0"

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC. Lighting Design Consultant

L.F. DRISCOLL CO., LLC Construction Manager

Floor 58 893' - 0"

Floor 57 (Mech) 879' - 0"

23' - 6"

GL-9

OLIN PARTNERSHIP, LTD

PENNONI ASSOCIATES, INC.

Floor 59 907' - 0"

GL-9

LVR-1

Cooling Tower 1 935' - 0"

Floor 57 855' - 6" GL-9

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

GL-12

GL-9

MP-2

GL-20

GL-19

GL-20

MP-2

18' - 6"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

GL-9

LVR-1

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

A62.36

GL-12

14' - 0"

GL-12

14' - 0"

GL-12

14' - 0"

GL-12

14' - 0"

GL-12

GL-19

GL-20

GL-19

GL-20

GL-19

INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

Floor 56 837' - 0"

MP-2

14' - 0"

SPANDREL INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

TRANSLUCENT INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

Floor 55 823' - 0"

MP-2

MP-2; WEST CORE ALUMINUM COMPOSITE PANEL

MP-3; PODIUM FLAT ALUMINUM PANEL

MP-4; PODIUM PRESSED ALUMINUM PANEL

MP-5; PODIUM ROOF PANEL

GL-12

GL-9

GL-12

GL-9

MP-2

GL-20

MP-2

GL-19

MP-2

Floor 54 809' - 0"

3 2 1

NO.

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

DATE

ISSUE

CAD FILENAME

MP-6; PERFORATED STAINLESS STEEL PANEL

10/31/2014 2:56:25 PM

GL-12

14' - 0"

MP-1; STAINLESS STEEL PANEL

DRAWING TITLE

A62.35

ENLARGED BUILDING ELEVATION

LVR; LOUVER, LOUVER TYPE INDICATED ON ELEVATION

KHA PROJECT NO.

ELEVATION LEGEND

1/8" = 1'-0"

ENLARGED WEST ELEVATION

1/8" = 1'-0"

13001

DRAWING NUMBER

A42.34

30 Comcast Center

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 6

GL-25

T.O. Lantern 1145' - 0"

GL-25

T.O. Lantern 1145' - 0"

GL-25

Lantern 9 1129' - 11"

13' - 4"

Lantern 9 1129' - 11"

MP-6

GL-25

Lantern 7 1103' - 3"

MP-6

GL-25

15' - 4"

MP-6

GL-25

13' - 4"

Owner

Lantern 7 1103' - 3"

GL-25

Design Architect

GL-25

Structural Engineer

GL-25

MP-6

GL-25

Lantern 4 1061' - 3"

GL-25

MP-6

GL-25

TILLOTSON DESIGN ASSOCIATES, INC.

GL-25

Lighting Design Consultant

Lantern 4 1061' - 3"

MP-6

LVR-2

GL-25

LVR-2

INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

LVR-2

GL-25

LVR-2

SPANDREL INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

LVR-2

MP-6

GL-25

LVR-2

Lantern 2 1032' - 7"

13' - 4"

GL-25

1 A63.06

Lantern 1 1019' - 3"

MP-6

Cooling Tower 3 1014' - 9"

4' - 6"

MP-6

Lantern 2 1032' - 7"

GL-15

LVR-2

Lantern 1 1019' - 3" Cooling Tower 3 1014' - 9"

LVR-2

GL-15

LVR-2

28' - 7"

GL-25

MP-6

Construction Manager

13' - 4"

13' - 4" GL-25

MP-6

L.F. DRISCOLL CO., LLC

GL-25

13' - 4"

GL-25

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

Graphic Design Consultant

Lantern 3 1045' - 11"

28' - 7"

GL-25

4' - 6"

KE ND AL L-H EA TO NA SSO CIA TES GL-25

Civil Engineer

FORGE MEDIA + DESIGN, INC.

GL-25

Lantern 3 1045' - 11"

GL-25

Landscape Architect

HMA CONSULTING Security Consultant

GL-25

A63.11

OLIN PARTNERSHIP, LTD

PENNONI ASSOCIATES, INC.

Lantern 5 1074' - 7"

15' - 4"

GL-25

MP-6

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

GL-25

15' - 4"

GL-25

Architect

THORNTON TOMASETTI, INC.

BALA CONSULTING ENGINEERS, INC.

13' - 4"

GL-25

13' - 4"

GL-25

KENDALL/HEATON ASSOCIATES, INC.

Lantern 6 1087' - 11"

Lantern 5 1074' - 7"

GL-25

FOSTER + PARTNERS LTD

13' - 4"

GL-25

13' - 4"

GL-25

Philadelphia, Pennsylvania

LIBERTY PROPERTY 18TH & ARCH, LP

Lantern 6 1087' - 11"

GL-25

1800 ARCH STREET

Lantern 8 1116' - 7"

15' - 4"

13' - 4"

Lantern 8 1116' - 7"

WORK SAMPLE ONLY

GL-25

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

GL-25

15' - 1"

LVR-2 GL-15

Cooling Tower 2 986' - 2"

GL-15

LVR-2

GL-15

MP-6

TRANSLUCENT INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

LVR-2

GL-15

LVR-2

MP-1; STAINLESS STEEL PANEL

GL-25

LVR-2

GL-25

35' - 1"

LVR-2

35' - 1"

LVR-2

GL-15

MP-2; WEST CORE ALUMINUM COMPOSITE PANEL

LANTERN OPEN TO HOUSE BMU

GL-15

MP-3; PODIUM FLAT ALUMINUM PANEL

GL-12

LVR-2

GL-12

MP-5; PODIUM ROOF PANEL

GL-9

GL-12

GL-9

LVR-2

GL-9

GL-12

T.O. Parapet Elevators 951' - 1"

GL-12

NO.

10/31/2014 3:07:41 PM

MP-2

GL-24

MP-1

GL-24

GL-25 GL-9

GL-9

LVR-2

GL-24

MP-1

GL-24

DATE

GL-24

Cooling Tower 1 935' - 0"

GL-12

LVR-1

GL-20

ENLARGED LANTERN ELEVATION

Cooling Tower 1 935' - 0"

LVR; LOUVER, LOUVER TYPE INDICATED ON ELEVATION

KHA PROJECT NO.

ELEVATION LEGEND

Comcast Center

1/8" = 1'-0"

ENLARGED EAST LANTERN ELEVATION

ISSUE

DRAWING TITLE

GL-25

MP-2

GL-24

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

CAD FILENAME

MP-6; PERFORATED STAINLESS STEEL PANEL

GL-24

3 2 1

T.O. Parapet Elevators 951' - 1"

GL-15 GL-12

16' - 1"

GL-12

LVR-2

26' - 6 1/2"

MP-4; PODIUM PRESSED ALUMINUM PANEL

LVR-2

16' - 1"

LVR-2

1/8" = 1'-0"

ENLARGED NORTH LANTERN ELEVATION

1/8" = 1'-0"

13001

DRAWING NUMBER

A43.01

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 8

A63.13

GL-25

T.O. Lantern 1145' - 0"

15' - 1"

GL-25

T.O. Lantern 1145' - 0"

15' - 1"

GL-25

Lantern 9 1129' - 11"

13' - 4"

Lantern 9 1129' - 11"

Lantern 8 1116' - 7"

1800 ARCH STREET Philadelphia, Pennsylvania

13' - 4"

Lantern 8 1116' - 7"

WORK SAMPLE ONLY

GL-25

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

GL-25

A63.12

GL-25

MP-6

GL-25

Lantern 7 1103' - 3"

GL-25

MP-6

GL-25

15' - 4"

MP-6

GL-25

LIBERTY PROPERTY 18TH & ARCH, LP Lantern 7 1103' - 3"

Design Architect

GL-25

MP-6

GL-25

Lantern 4 1061' - 3"

GL-25

MP-6

GL-25

TILLOTSON DESIGN ASSOCIATES, INC.

Construction Manager

GL-25

LVR-2

GL-25

4' - 6"

MP-6

GL-25

LVR-2

GL-25

LVR-2

13' - 4"

Lantern 1 1019' - 3"

MP-6

Cooling Tower 3 1014' - 9"

4' - 6"

GL-25

MP-6

Lantern 2 1032' - 7"

GL-25

Lantern 1 1019' - 3" Cooling Tower 3 1014' - 9"

LVR-2

GL-25

28' - 7"

GL-25

MP-6

13' - 4"

13' - 4" GL-25

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

Lantern 2 1032' - 7"

28' - 7"

A63.07

GL-25

Lighting Design Consultant

L.F. DRISCOLL CO., LLC

Lantern 3 1045' - 11"

13' - 4"

KE ND AL L-H EA TO NA SSO CIA TES GL-25

Graphic Design Consultant

Lantern 4 1061' - 3"

Lantern 3 1045' - 11"

GL-25

Civil Engineer

FORGE MEDIA + DESIGN, INC.

15' - 4"

A63.12

Landscape Architect

HMA CONSULTING Security Consultant

OLIN PARTNERSHIP, LTD

PENNONI ASSOCIATES, INC.

Lantern 5 1074' - 7"

13' - 4"

GL-25

MP-6

GL-25

BALA CONSULTING ENGINEERS, INC.

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

Lantern 5 1074' - 7"

GL-25

Architect

Structural Engineer

Lantern 6 1087' - 11"

13' - 4"

GL-25

13' - 4"

GL-25

KENDALL/HEATON ASSOCIATES, INC.

THORNTON TOMASETTI, INC.

Lantern 6 1087' - 11"

GL-25

Owner

FOSTER + PARTNERS LTD 15' - 4"

GL-25

LVR-2

A63.04

GL-25

A63.05

INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

LVR-2

SPANDREL INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

LVR-2

Cooling Tower 2 986' - 2"

GL-25

LVR-2

GL-25

TRANSLUCENT INSULATED GLAZING UNIT, GLAZING TYPE INDICATED ON ELEVATION

LVR-2

MP-6

GL-25

LVR-2

MP-2; WEST CORE ALUMINUM COMPOSITE PANEL

LVR-2

GL-25

LVR-2

MP-6

GL-25

LVR-2

35' - 1"

LVR-2

35' - 1"

MP-1; STAINLESS STEEL PANEL

GL-25

MP-3; PODIUM FLAT ALUMINUM PANEL

MP-4; PODIUM PRESSED ALUMINUM PANEL

LVR-2

GL-12

LVR-2

GL-25

T.O. Parapet Elevators 951' - 1"

LVR-2

GL-12

LVR-2

T.O. Parapet Elevators 951' - 1"

GL-25 GL-12

GL-12

3 2 1

MP-5; PODIUM ROOF PANEL

GL-9

GL-12

GL-9

LVR-2

GL-12

LVR-1

NO.

LVR-2

GL-25

GL-20

LVR-2

GL-9

GL-12

GL-9

GL-12

10/31/2014 3:08:21 PM

LVR-1

GL-25 LVR-2

GL-9

DATE

Cooling Tower 1 935' - 0"

GL-20

LVR-1

GL-12

GL-12 GL-24

ENLARGED LANTERN ELEVATION

Cooling Tower 1 935' - 0"

KHA PROJECT NO.

ELEVATION LEGEND

1/8" = 1'-0"

ENLARGED WEST LANTERN ELEVATION

ISSUE

DRAWING TITLE

GL-25

LVR; LOUVER, LOUVER TYPE INDICATED ON ELEVATION

LVR-1

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

CAD FILENAME

GL-25

16' - 1"

MP-6; PERFORATED STAINLESS STEEL PANEL

GL-25

16' - 1"

GL-25

1/8" = 1'-0"

ENLARGED SOUTH LANTERN ELEVATION

1/8" = 1'-0"

13001

DRAWING NUMBER

A43.02

32 Comcast Center

1.2 2' - 1 1/2"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

1' - 4 1/2"

O.F.O.G

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

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

Floor 2 46' - 1"

METAL PANEL TYPE: MP-4

METAL PANEL TYPE: MP-3 VISION GLASS TYPE: GL-3

METAL PANEL TYPE: MP-4

METAL PANEL TYPE: MP-3

MOTORIZED AWNING ASSEMBLY

MOROTIZED AWNING ASSEMBLY

A61.51

13' - 0 7/8"

22' - 7"

VISION GLASS RE: ELEVATION SPANDREL GLASS TYPE: GL-18

VISION GLASS TYPE: GL-15

PAINTED STEEL COLUMN RE: STRUCTURE

PAINTED AESS STEEL COLUMN RE: STRUC.

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

Philadelphia, Pennsylvania

LIBERTY PROPERTY 18TH & ARCH, LP Owner

FOSTER + PARTNERS LTD Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

THORNTON TOMASETTI, INC. Structural Engineer

BALA CONSULTING ENGINEERS, INC.

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

OLIN PARTNERSHIP, LTD Landscape Architect

PENNONI ASSOCIATES, INC. Civil Engineer

HMA CONSULTING Security Consultant

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC.

OPEN

1800 ARCH STREET

1' - 7 7/8"

VISION GLASS TYPE: GL-3

Floor 2 46' - 1"

3' - 4 3/4"

METAL PANEL TYPE: MP-3

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

1' - 7 7/8"

METAL PANEL TYPE: MP-4

VISION GLASS RE: ELEVATION

3' - 4 3/4"

VISION GLASS TYPE: GL-3

1' - 7"

METAL PANEL TYPE: MP-3

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

VISION GLASS RE: ELEVATION

1' - 7"

METAL PANEL TYPE: MP-4

21 A61.51

VISION GLASS RE: ELEVATION

Lighting Design Consultant

14' - 7 7/8"

1' - 7 7/8"

INTERIOR WOOD SLATS WALL PANEL

WORK SAMPLE ONLY

3' - 4 3/4"

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

3' - 4 3/4"

1' - 7 7/8"

3' - 4 3/4"

A61.01

L.F. DRISCOLL CO., LLC Construction Manager

1 A61.51 STONE PAVERS RE: LANDSCAPE +25'-1"

Floor 1 23' - 6"

Floor 1 23' - 6" SLIDING GLASS WALL PANELS

KE ND AL L-H EA TO NA SSO CIA TES ENLARGED PODIUM SECTION

3/8" = 1'-0"

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

ENLARGED NORTH PODIUM ELEVATION

3/8" = 1'-0"

PAINTED STEEL COLUMN RE: STRUCTURE

INTERIOR WOOD SLATS WALL PANEL 2

ALUMINUM SLAT PANEL SYSTEM

A64.01

2' - 1 1/2"

1.2

METAL PANEL RE: ELEVATION

13' - 6 1/2"

1' - 5 1/2"

15' - 0"

ENLARGED FLOOR 2 PARTIAL PLAN

3/8" = 1'-0"

STAINLESS STEEL MECHANICAL FLOOR GRILLE

GLASS GUARD RAIL WHERE THRESHOLD NOT LEVEL WITH EXTERIOR PAVERS

SLIDING GLASS WALL PANELS GLASS GUARDRAIL

3 A64.01

2' - 1 1/4"

1 A64.01

O.F.O.G

4 A64.01

3 2 1

NO.

DATE

CAD FILENAME

VISION GLASS RE: ELEVATION

DRAWING TITLE

2' - 5 1/2"

6' - 6"

2' - 0"

3' - 3"

6' - 6"

3' - 3"

2' - 0"

3' - 3"

6' - 6"

3' - 3"

15' - 0"

KHA PROJECT NO.

ENLARGED FLOOR 1 PARTIAL PLAN

ISSUE

ENLARGED PODIUM PLAN, ELEVATION & SECTION

2' - 0"

O.F.O.G

10/31/2014 3:27:39 PM

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

SPANDREL GLASS RE: ELEVATION

13' - 6 1/2"

Comcast Center

1' - 6 1/4"

STEEL COLUMN RE: STRUCTURE

1.2

3/8" = 1'-0"

13001

DRAWING NUMBER

A61.01

J.7

1.2 2' - 3"

2' - 1 1/2" O.F.O.G

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE J.3

H.7

H.3

G.7

METAL PANEL TYPE: MP-4

1' - 7 7/8"

VISION GLASS RE: ELEVATION

VISION GLASS TYPE: GL-3

3' - 4 3/4"

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

METAL PANEL TYPE: MP-4

1' - 7 7/8"

VISION GLASS RE: ELEVATION

VISION GLASS TYPE: GL-3

29' - 10"

VISION GLASS TYPE: GL-3

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

Design Architect

VISION GLASS TYPE: GL-3

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE METAL PANEL TYPE: MP-3

MOTORIZED AWNING ASSEMBLY

Civil Engineer

Security Consultant

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC. L.F. DRISCOLL CO., LLC Construction Manager

3' - 4 3/4"

METAL PANEL TYPE: MP-4

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

Landscape Architect

HMA CONSULTING

Lighting Design Consultant

Floor 2 46' - 1"

VISION GLASS RE: ELEVATION

OLIN PARTNERSHIP, LTD

PENNONI ASSOCIATES, INC.

3' - 4 3/4"

Floor 2 46' - 1"

Structural Engineer

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

METAL PANEL TYPE: MP-4

4 A61.51

Architect

THORNTON TOMASETTI, INC.

BALA CONSULTING ENGINEERS, INC.

1' - 7 7/8"

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

Owner

FOSTER + PARTNERS LTD

KENDALL/HEATON ASSOCIATES, INC.

1' - 7"

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

METAL PANEL TYPE: MP-4

1' - 7 7/8"

3' - 4 3/4"

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

VISION GLASS TYPE: GL-3

Philadelphia, Pennsylvania

LIBERTY PROPERTY 18TH & ARCH, LP

3' - 4 3/4"

1' - 7 7/8"

VISION GLASS RE: ELEVATION

29' - 10"

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

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

3' - 4 3/4"

VISION GLASS RE: ELEVATION

1800 ARCH STREET

1' - 7 7/8"

METAL PANEL TYPE: MP-4

A61.51

3' - 4 3/4"

VISION GLASS TYPE: GL-3

WORK SAMPLE ONLY

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

VISION GLASS RE: ELEVATION

1' - 7 7/8"

METAL PANEL TYPE: MP-4

1' - 7 7/8"

VISION GLASS TYPE: GL-3

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

3' - 4 3/4"

Floor 4 75' - 11"

1' - 7 7/8"

Floor 4 75' - 11"

VISION GLASS RE: ELEVATION

3' - 4 3/4"

1' - 7 7/8"

HORIZONTAL RIBBED METAL PANEL RE: ELEVATION

1' - 7 7/8"

A61.03

MOTORIZED AWNING ASSEMBLY

METAL PANEL COLUMN COVER BEYOND RE: ELEVATION

SPANDREL GLASS TYPE: GL-18

VISION GLASS RE: ELEVATION

METAL PANEL TYPE: MP-1

ENLARGED PODIUM SECTION

3/8" = 1'-0"

ENLARGED NORTH PODIUM ELEVATION

3/8" = 1'-0"

STEEL COLUMN RE: STRUCTURE

INTERIOR WOOD SLATS WALL PANEL

2' - 3"

5' - 9"

3' - 6"

A64.01

VISION GLASS RE: ELEVATION

3 2 1 3

METAL PANEL RE: ELEVATION

10/31/2014 3:29:51 PM

15' - 0"

J.7

D J.3

NO.

A61.52

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

DATE

ISSUE

CAD FILENAME

DRAWING TITLE

7' - 6"

15' - 0"

H.7

7' - 6"

H.3

ENLARGED PODIUM PLAN, ELEVATION & SECTION

7' - 6"

G.7

KHA PROJECT NO.

ENLARGED FLOOR 2 PARTIAL PLAN

3/8" = 1'-0"

13001

DRAWING NUMBER

A61.03

34 Comcast Center

Floor 5 94' - 6"

SLOPE 1/4" PER FT.

A61.54

ALUMINUM SLAT SOFFIT TYPE: AL-1

A61.11

Floor 5 94' - 6"

METAL ROOF PANEL TYPE: MP-2

WORK SAMPLE ONLY

GUTTER

A61.11

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

STEEL BEAM RE: STRUCTURE

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

STEEL BEAM RE: STRUCTURE

METAL ROOF PANEL

KE ND AL L-H EA TO NA SSO CIA TES 9

METAL ROOF PANEL RE: ELEVATION

8' - 0 1/2"

WOOD SLAT CEILING RE: RCP

1800 ARCH STREET 12' - 1 1/4"

12' - 1 1/4"

PAINTED AESS BEAM RE: STRUCTURE

Philadelphia, Pennsylvania

LIBERTY PROPERTY 18TH & ARCH, LP

VISION GLASS TYPE: GL-13

9 A64.01

66' - 6"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE METAL ROOF PANEL RE: ELEVATION

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

OLIN PARTNERSHIP, LTD Landscape Architect

PENNONI ASSOCIATES, INC. Civil Engineer

HMA CONSULTING Security Consultant

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

VISION GLASS TYPE: GL-13

STRUCTURAL GLASS RE: ELEVATION

Structural Engineer

BALA CONSULTING ENGINEERS, INC.

TILLOTSON DESIGN ASSOCIATES, INC.

12' - 7 5/8"

STRUCTURAL GLASS RE: ELEVATION

Architect

THORNTON TOMASETTI, INC.

12' - 7 3/4"

STRUCTURAL GLASS FIN TYPE: GL-26

KENDALL/HEATON ASSOCIATES, INC.

Lighting Design Consultant

L.F. DRISCOLL CO., LLC Construction Manager

10' - 10 1/4"

9 A64.01

Design Architect

66' - 6"

12' - 7 3/4"

STRUCTURAL GLASS FIN TYPE: GL-26

Owner

FOSTER + PARTNERS LTD

21' - 0 7/8"

A61.11.3

10' - 2 5/8"

VISION GLASS TYPE: GL-13

METAL PANEL VESTIBULE FRAME TYPE: MP-3

GLASS GUARDRAIL

STONE PAVERS RE: LANDSCAPE

Floor 1 (East) 28' - 0"

4' - 6"

Floor 1 (East) 28' - 0"

SCHEDULED ESCALATOR

Floor 1 23' - 6"

GYP. BD. CEILING RE: RCP

1/4" = 1'-0"

9' - 6"

ENLARGED PODIUM SECTION

ENLARGED EAST ELEVATION

1/4" = 1'-0"

STAINLESS STEEL ENTRY MAT STEEL COLUMN RE: STRUCTURE

FINISH FLOOR

1 A61.11.1

GLASS GUARDRAIL

Floor B1 (East) 14' - 0"

STAINLESS STEEL GRILLE

STRUCTURAL GLASS FIN

1' - 5 1/2" O.F.O.G

5' - 6 1/4"

14' - 3 5/8"

7' - 3 7/8"

SCHEDULED ESCALATOR

A64.01

STRUCTURAL GLASS RE: ELEVATION

METAL PANEL RE: ELEVATION

31 OCT 14 15 SEP 14 15 AUG 14

DATE

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

30' - 11 1/2" 5' - 3 3/8"

3' - 0 7/8"

33' - 3 5/8"

5' - 3 3/8"

2' - 4"

5' - 4 7/8"

KHA PROJECT NO.

Comcast Center

1/4" = 1'-0"

ISSUE

ENLARGED PODIUM PLAN, ELEVATION & SECTION

1' - 2 1/8"

3' - 0 7/8"

5' - 4 7/8"

9 ENLARGED PODIUM SECTION

PACKAGE NO. 8 PACKAGE NO. 7 PACKAGE NO. 6 - PERMIT

DRAWING TITLE

SCHEDULED GLASS DOOR

10/31/2014 3:51:24 PM

3 2 1

NO.

CAD FILENAME

ENLARGED EAST ENTRY FLOOR PLAN

1/4" = 1'-0"

13001

DRAWING NUMBER

A61.11

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 1

4' - 4 3/8"

2' - 4 1/8"

2' - 4 1/4"

5' - 5 1/4"

5' - 8 1/8"

STRUCTURAL GLASS FIN RE: ELEVATION

1800 ARCH STREET Philadelphia, Pennsylvania

STAINLESS STEEL GUTTER

LIBERTY PROPERTY 18TH & ARCH, LP Owner

FOSTER + PARTNERS LTD Design Architect

1/4"/FT

9 3/8"

3' - 1 1/8"

1' - 2"

1/4"/FT

14' - 3 5/8"

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

STRUCTURAL GLASS RE: ELEVATION

WORK SAMPLE ONLY

METAL VENTILATION GRILLE

OUTLINE OF STRUCTURE BEAMS BELOW RE: STRUCTURE

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

1' - 5 1/2"

VENTILATION UNITS RE: MECHANICAL

1/4"/FT

5' - 4 3/4"

HAIRLINE METAL JOINT

1/4"/FT

9 3/8"

A61.11.3

KENDALL/HEATON ASSOCIATES, INC. Architect

THORNTON TOMASETTI, INC.

3' - 1"

5' - 5 1/4"

4' - 4 3/8"

Structural Engineer

1' - 2"

BALA CONSULTING ENGINEERS, INC.

33' - 3 1/2"

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

ENLARGED EAST ENTRY VESTIBULE ROOF PLAN

7 3/4"

8' - 9 3/8"

STEEL BEAM RE: STRUCTURE

5' - 7 1/8"

3' - 8 3/4"

4' - 10 1/4"

3' - 8 3/4"

5' - 7 1/8"

3' - 8 3/4"

1/2" = 1'-0"

OLIN PARTNERSHIP, LTD

Landscape Architect

7 3/4"

PENNONI ASSOCIATES, INC. Civil Engineer

HMA CONSULTING Security Consultant

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC.

VENTILATION UNIT ABOVE RE: MECHANICAL

2 1/8"

14' - 3 5/8"

3' - 8 3/4"

Lighting Design Consultant

L.F. DRISCOLL CO., LLC Construction Manager

LIGHT FIXTURE RE: ELECTRICAL

STRUCTURAL GLASS RE: ELEVATION

KE ND AL L-H EA TO NA SSO CIA TES

ALUMINUM PANEL

5' - 6 1/4"

STRUCTURAL GLASS ABOVE RE: ELEVATION

8'-10 1/8" A.F.F.

METAL PANEL RE: ELEVATION

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 6 1/4"

7 3/4"

7' - 5 1/2"

16' - 0 5/8"

1' - 2"

7 3/4"

7' - 5 3/8"

30' - 11 1/2"

6 1/4" 1' - 2"

ENLARGED EAST ENTRY VESTIBULE REFLECTED CEILING PLAN

1/2" = 1'-0"

1' - 3 1/4"

A64.01

5' - 7 5/8"

METAL PANEL RE: ELEVATION

3' - 1 3/4"

STAINLESS STEEL ENTRY MAT

A64.01

STAINLESS STEEL GRILLE

1' - 5 1/2"

14' - 3 5/8"

6' - 0 5/8"

SCHEDULED GLASS DOOR

3' - 8 7/8"

METAL PANEL RE: ELEVATION

21 A64.01

STEEL COLUMN RE: STRUCTURE

NO.

1' - 9 3/8"

5' - 6 1/4"

VISION GLASS RE: ELEVATION

10/31/2014 3:51:56 PM

7 3/4"

1' - 2"

8 ENLARGED EAST ENTRY VESTIBULE PLAN

3' - 9"

DATE

PACKAGE NO. 8

ISSUE

ENLARGED ENTRY PORTAL PLAN, ELEVATION & SECTION

SCHEDULED GLASS DOOR

6 1/4"

31 OCT 14

CAD FILENAME

DRAWING TITLE

7' - 5 3/8"

8' - 7" 30' - 11 1/2"

7' - 5 3/8"

3' - 9"

7 3/4"

6 1/4" 1' - 2"

KHA PROJECT NO.

1/2" = 1'-0"

13001

DRAWING NUMBER

A61.11.1

36 Comcast Center

KE ND AL L-H EA TO NA SSO CIA TES A50.03

FLOOR 15 247' - 9"

METAL SPANDREL PANEL TYPE: MP-1

METAL SPANDREL PANEL RE: ELEVATION

14' - 6"

1800 ARCH STREET

VISION GLASS TYPE: GL-1

VISION GLASS RE: ELEVATION

Philadelphia, Pennsylvania

10' - 8"

14' - 6"

WORK SAMPLE ONLY

VERTICAL ALUMINUM MULLION CAP RE: ELEVATION

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

LIBERTY PROPERTY 18TH & ARCH, LP

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

3 A62.51

Floor 14 233' - 3"

3' - 10"

Floor 14 233' - 3"

Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

THORNTON TOMASETTI, INC. Structural Engineer

BALA CONSULTING ENGINEERS, INC.

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

OLIN PARTNERSHIP, LTD Landscape Architect

PENNONI ASSOCIATES, INC. Civil Engineer

HMA CONSULTING Security Consultant

VISION GLASS TYPE: GL-1

10' - 8"

VISION GLASS RE: ELEVATION

14' - 6"

SPANDREL GLASS TYPE: GL-2

Owner

FOSTER + PARTNERS LTD

3' - 10"

RAISED ACCESS FLOOR (N.I.C)

FORGE MEDIA + DESIGN, INC.

10' - 8"

3' - 10"

FLOOR 15 247' - 9"

3' - 10"

O.F.O.G

10' - 8"

A62.01

1 2' - 5"

Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC. Lighting Design Consultant

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1 RAISED ACCESS FLOOR (N.I.C)

3' - 10"

Floor 13 218' - 9"

SPANDREL GLASS RE: ELEVATION SPANDREL GLASS TYPE: GL-2

14' - 6"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE VISION GLASS TYPE: GL-1

10' - 8"

VISION GLASS RE: ELEVATION

Construction Manager

10' - 8"

3' - 10"

Floor 13 218' - 9"

L.F. DRISCOLL CO., LLC

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

RAISED ACCESS FLOOR (N.I.C)

A62.51

3' - 10"

Floor 12 204' - 3"

3' - 10"

Floor 12 204' - 3"

METAL SPANDREL PANEL TYPE: MP-1

ENLARGED SECTION

3/8" = 1'-0"

ENLARGED NORTH ELEVATION

3/8" = 1'-0"

1' - 3 1/2" E.O.S

STEEL COLUMN RE: STRUCTURE

2' - 5"

A65.03

1' - 1 1/2" O.F.O.G

3 2 1 5' - 0"

VISION GLASS RE: ELEVATION

VERTICAL ALUMINUM MULLION CAP RE: ELEVATION

10/31/2014 4:18:10 PM

METAL SPANDREL PANEL BELOW RE: ELEVATION

Comcast Center

5' - 0"

NO.

5' - 0"

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

DATE

5' - 0"

30' - 0"

5' - 0" DRAWING TITLE

ENLARGED CURTAIN WALL PLAN, ELEVATION & SECTION

KHA PROJECT NO.

ENLARGED FLOOR 13 PLAN

ISSUE

CAD FILENAME

3/8" = 1'-0"

13001

DRAWING NUMBER

A62.01

2' - 5" O.F.O.G.

A62.51

A62.03

3' - 10"

FLOOR 18 291' - 3"

1800 ARCH STREET Philadelphia, Pennsylvania

10' - 8"

14' - 3"

10' - 8"

LOUVER TYPE: 1

WORK SAMPLE ONLY

LOUVER RE: ELEVATION

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

SPANDREL GLASS RE: ELEVATION

14' - 3"

METAL SPANDREL PANEL TYPE: MP-1

14' - 3"

3' - 10"

FLOOR 18 291' - 3"

METAL SPANDREL PANEL RE: ELEVATION

A62.03

FLOOR 18 291' - 3"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

3' - 10"

1 2' - 5" O.F.O.G.

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

FLOOR 17 277' - 0"

14' - 9"

RAISED ACCESS FLOOR (N.I.C.)

A62.51

14' - 6"

OLIN PARTNERSHIP, LTD Landscape Architect

PENNONI ASSOCIATES, INC. Civil Engineer

HMA CONSULTING Security Consultant

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC. Lighting Design Consultant

L.F. DRISCOLL CO., LLC Construction Manager

3' - 10"

VERTICAL ALUMINUM MULLION BEYOND TYPE: AL-1

10' - 8"

VISION GLASS RE: ELEVATION

VISION GLASS TYPE: GL-1

A62.51

FLOOR 15 247' - 9"

3' - 10"

FLOOR 15 247' - 9"

3' - 10"

10' - 8"

VERTICAL ALUMINUM MULLION CAP BEYOND

VISION GLASS RE: ELEVATION

3' - 10"

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

SPANDREL GLASS TYPE: GL-2

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE

VERTICAL ALUMINUM MULLION CAP BEYOND

Structural Engineer

FLOOR 16 262' - 3"

3' - 10"

FLOOR 16 262' - 3"

3' - 10"

FLOOR 16 262' - 3"

Architect

THORNTON TOMASETTI, INC.

BALA CONSULTING ENGINEERS, INC.

10' - 8"

A62.51

KENDALL/HEATON ASSOCIATES, INC.

VERTICAL ALUMINUM MULLION TYPE: AL-1

Design Architect

VISION GLASS TYPE: GL-1

10' - 8"

VISION GLASS RE: ELEVATION

10' - 8"

VISION GLASS RE: ELEVATION

14' - 9"

3' - 10"

FLOOR 17 277' - 0"

3' - 10"

FLOOR 17 277' - 0"

Owner

FOSTER + PARTNERS LTD

SPANDREL GLASS TYPE: GL-2

3' - 10"

23 A62.51

10' - 8"

21 A62.52

LIBERTY PROPERTY 18TH & ARCH, LP

METAL SPANDREL PANEL TYPE: MP-1

SPANDREL GLASS TYPE: GL-2

ENLARGED SECTION

3/8" = 1'-0"

ENLARGED SECTION

3/8" = 1'-0"

ENLARGED NORTH ELEVATION

1' - 1 1/2" O.F.O.G

3/8" = 1'-0"

1' - 4 1/2" E.O.S

VISION GLASS RE: ELEVATION

METAL SPANDREL PANEL BELOW RE: ELEVATION

6 A65.03

E.O.S.

5' - 8"

1' - 3 1/2"

3' - 3"

SPANDREL GLASS RE: ELEVATION

3 2 1

NO.

1' - 1 1/2" O.F.O.G

A65.03

VERTICAL ALUMINUM MULLION CAP RE: ELEVATION SPANDREL GLASS RE: ELEVATION LOUVERS RE: ELEVATION

10/31/2014 4:22:28 PM

4' - 6"

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

DATE

ISSUE

CAD FILENAME

5' - 0"

2' - 6"

5' - 0"

A65.03

5' - 0"

DRAWING TITLE

ENLARGED CURTAIN WALL PLAN, ELEVATION & SECTION

5' - 0"

42' - 0"

O.F.O.G

KHA PROJECT NO.

ENLARGED FLOOR 17 PLAN

3/8" = 1'-0"

13001

DRAWING NUMBER

A62.03

38 Comcast Center

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 22

METAL SPANDREL PANEL TYPE: MP-1

14' - 6"

14' - 6" 10' - 8"

Floor 26 407' - 3"

SPANDREL GLASS RE: ELEVATION

VISION GLASS TYPE: GL-1

10' - 8"

VISION GLASS RE: ELEVATION

14' - 6"

SPANDREL GLASS TYPE: GL-2

14' - 6"

3' - 10"

Floor 26 407' - 3"

RAISED ACCESS FLOOR (N.I.C.)

3' - 10"

Philadelphia, Pennsylvania

LIBERTY PROPERTY 18TH & ARCH, LP Owner

FOSTER + PARTNERS LTD Design Architect

KENDALL/HEATON ASSOCIATES, INC. Architect

THORNTON TOMASETTI, INC. Structural Engineer

BALA CONSULTING ENGINEERS, INC.

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

OLIN PARTNERSHIP, LTD Landscape Architect

PENNONI ASSOCIATES, INC. Civil Engineer

HMA CONSULTING Security Consultant

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC. Lighting Design Consultant

L.F. DRISCOLL CO., LLC Construction Manager

Floor 25 392' - 9" 3' - 10"

3' - 10"

Floor 25 392' - 9"

1800 ARCH STREET

SPANDREL GLASS TYPE: GL-2

A62.51

WORK SAMPLE ONLY

VERTICAL ALUMINUM MULLION BEYOND

METAL SPANDREL PANEL RE: ELEVATION

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

VISION GLASS TYPE: GL-1

10' - 8"

Floor 27 421' - 9"

3' - 10"

Floor 27 421' - 9" METAL SPANDREL PANEL RE: ELEVATION

A62.12

10' - 8"

N 2' - 6" O.F.O.G

23 A62.54

SPANDREL GLASS RE: ELEVATION

VISION GLASS RE: ELEVATION

10' - 8"

14' - 6"

KE ND AL L-H EA TO NA SSO CIA TES

10' - 8"

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

METAL SPANDREL PANEL RE: ELEVATION

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D METAL SPANDREL PANEL TYPE: MP-1

VERTICAL ALUMINUM MULLION BEYOND RE: ELEVATION

A62.54

Floor 24 378' - 3"

ENLARGED SECTION

3/8" = 1'-0"

3' - 10"

Floor 24 378' - 3"

METAL SPANDREL PANEL RE: ELEVATION

ENLARGED EAST ELEVATION

3/8" = 1'-0"

1' - 1 1/2" O.F.O.G.

1' - 3 1/2"

3' - 3"

5' - 0"

5' - 8"

1' - 11"

2' - 6"

MULLION BEYOND

2' - 0"

1' - 4 1/2" E.O.S.

E.O.S.

9 55' - 9"

2' - 6"

1' - 1 1/2"

O.F.O.G

METAL SPANDREL PANEL BELOW RE: ELEVATION

VERTICAL ALUMINUM MULLION CAP RE: ELEVATION

10/31/2014 4:30:56 PM

VISION GLASS RE: ELEVATION

Comcast Center

3 2 1

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

A65.03

NO. 1

DATE

A65.03 DRAWING TITLE

1' - 11"

ENLARGED CURTAIN WALL PLAN, ELEVATION & SECTION

2' - 6" 4' - 5"

METAL PANEL RE: ELEVATION

KHA PROJECT NO.

ENLARGED FLOOR 25 PLAN

ISSUE

CAD FILENAME

3/8" = 1'-0"

13001

DRAWING NUMBER

A62.12

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE F

2' - 0"

O.F.O.G

27 A62.16

VISION GLASS TYPE: GL-9

VISION GLASS TYPE: GL-3

1800 ARCH STREET

14' - 0"

12' - 1"

14' - 0"

1' - 11"

SPANDREL GLASS TYPE: GL-4

VISION GLASS RE: ELEVATION

12' - 1"

14' - 0"

SPANDREL GLASS RE: ELEVATION

STEEL FRAMING RE: STRUCTURE

WORK SAMPLE ONLY

12' - 1"

Floor 54 809' - 0"

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

VISION GLASS RE: ELEVATION

Floor 54 809' - 0"

12' - 1"

SPANDREL GLASS TYPE: GL-12

1' - 11"

Floor 54 809' - 0"

1' - 11"

A62.16

Floor 54 809' - 0" SPANDREL GLASS RE: ELEVATION

STEEL FRAMING BEYOND RE: STRUCTURE

Philadelphia, Pennsylvania

LIBERTY PROPERTY 18TH & ARCH, LP Owner

FOSTER + PARTNERS LTD

1' - 11"

Architect

VISION GLASS TYPE: GL-3

THORNTON TOMASETTI, INC. Structural Engineer

BALA CONSULTING ENGINEERS, INC.

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

VISION GLASS TYPE: GL-3

OLIN PARTNERSHIP, LTD Landscape Architect

PENNONI ASSOCIATES, INC. Civil Engineer

14' - 0"

VISION GLASS RE: ELEVATION

KENDALL/HEATON ASSOCIATES, INC.

Floor 53 795' - 0"

VISION GLASS RE: ELEVATION

12' - 1"

VISION GLASS TYPE: GL-9

Floor 53 795' - 0"

Design Architect

STEEL FRAMING RE: STRUCTURE

HMA CONSULTING

12' - 1"

Floor 53 795' - 0"

VISION GLASS TYPE: GL-9

1' - 11"

VISION GLASS RE: ELEVATION

12' - 1"

Floor 53 795' - 0"

1' - 11"

A62.54

Security Consultant

FORGE MEDIA + DESIGN, INC.

STEEL FRAMING BEYOND RE: STRUCTURE

Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC.

VISION GLASS TYPE: GL-9

3/8" = 1'-0"

ENLARGED EAST ELEVATION

3/8" = 1'-0"

12' - 1"

STEEL FRAMING BEYOND RE: STRUCTURE

11 A62.54

Floor 51 767' - 0"

1' - 11"

SPANDREL GLASS RE: ELEVATION

14' - 0"

12' - 1"

Floor 51 767' - 0"

SPANDREL GLASS TYPE: GL-12

STEEL FRAMING RE: STRUCTURE

1' - 11"

14' - 0"

ENLARGED SECTION

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

1' - 11"

Floor 51 767' - 0"

SPANDREL GLASS RE: ELEVATION

VISION GLASS TYPE: GL-3

VISION GLASS RE: ELEVATION

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 12' - 1"

12' - 1"

VISION GLASS RE: ELEVATION

VISION GLASS TYPE: GL-3

VISION GLASS TYPE: GL-9

VISION GLASS RE: ELEVATION

Construction Manager

Floor 52 781' - 0"

14' - 0"

VISION GLASS RE: ELEVATION

Floor 52 781' - 0"

Lighting Design Consultant

L.F. DRISCOLL CO., LLC

1' - 11"

Floor 52 781' - 0"

1' - 11"

Floor 52 781' - 0"

1' - 11"

SPANDREL GLASS TYPE: GL-4

ENLARGED SECTION

3/8" = 1'-0"

ENLARGED EAST ELEVATION

3/8" = 1'-0"

VISION GLASS RE: ELEVATION 3

VERTICAL ALUMINUM MULLION RE: ELEVATION

A65.04

1' - 11 7/8"

2' - 0"

A65.03

3' - 0 7/8"

4' - 1 1/8"

5' - 0"

1' - 1 1/2"

8' - 3"

10/31/2014 4:35:02 PM

VISION GLASS RE: ELEVATION

VISION GLASS RE: ELEVATIONS

1' - 1" O.F.O.G

VERTICAL ALUMINUM MULLION RE: ELEVATION

VISION GLASS RE: ELEVATION

3' - 11 1/4"

VISION GLASS RE: ELEVATION

5' - 11 1/8"

A65.03

5' - 0 1/8"

3' - 11"

5' - 11"

1' - 1 1/2" E.O.S

3 2 1

NO.

DATE

1' - 2 1/4" E.O.S

4' - 1 1/8"

VERTICAL ALUMINUM MULLION CAP RE: ELEVATION

2' - 0 7/8"

DRAWING TITLE

ENLARGED CURTAIN WALL PLAN, ELEVATION & SECTION

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

3.4

KHA PROJECT NO.

ENLARGED FLOOR 53 PLAN

3/8" = 1'-0"

ISSUE

CAD FILENAME

O.F.O.G

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

A65.03

ENLARGED FLOOR 53 PLAN

3/8" = 1'-0"

13001

DRAWING NUMBER

A62.16

40 Comcast Center

1 8"

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

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 8"

1' - 3 1/2"

1' - 8 1/2"

NON-SHRINK GROUT

2' - 5"

1' - 1 1/2"

CONCRETE DECK RE: STRUCTURE

1' - 3 1/2"

CONCRETE DECK RE: STRUCTURE

1' - 4 1/2"

RAISED ACCESS FLOOR (N.I.C.)

CURTAIN WALL ANCHOR, AS REQUIRED

CURTAIN WALL ANCHOR AS REQUIRED

A65.02 LOUVERS RE: ELEVATION

PERIMETER FLOOR HEATER (N.I.C.)

VISION GLASS RE: ELEVATION

HORIZONTAL ALUMINUM MULLION

INSULATION TYPE: 2

VISION GLASS RE: ELEVATION

1800 ARCH STREET Philadelphia, Pennsylvania

SPANDREL GLASS RE: ELEVATION

A65.01

STEEL BEAM RE: STRUCTURE

LIBERTY PROPERTY 18TH & ARCH, LP Owner

FOSTER + PARTNERS LTD Design Architect

INSULATION TYPE: 2

VISION GLASS RE: ELEVATION 1' - 11"

4" INSULATION TYPE: 1

3' - 10"

WORK SAMPLE ONLY

SPANDREL GLASS RE: ELEVATION

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

A65.01

STAINLESS STEEL TENSION ROD RE: STRUCTURE

A65.01

KENDALL/HEATON ASSOCIATES, INC. Architect

THORNTON TOMASETTI, INC.

STEEL BEAM RE: STRUCTURE

Structural Engineer

BALA CONSULTING ENGINEERS, INC.

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

OLIN PARTNERSHIP, LTD

4" INSULATION TYPE: 1

A65.01

Landscape Architect

PENNONI ASSOCIATES, INC.

A65.01

HORIZONTAL ALUMINUM MULLION HORIZONTAL ALUMINUM MULLION VERTICAL ALUMINUM MULLION CAP BEYOND STEEL TUBE RE: STRUCTURE

VISION GLASS RE: ELEVATION

Civil Engineer

HMA CONSULTING Security Consultant

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC.

HORIZONTAL ALUMINUM MULLION

Lighting Design Consultant

L.F. DRISCOLL CO., LLC Construction Manager

VISION GLASS RE: ELEVATION

LOUVERS ABOVE SPANDREL UNIT AT OFFICE FLOOR

1 1/2" = 1'-0"

GLAZING UNIT CONNECTION - STEEL BRACING - NORTH/SOUTH

1 1/2" = 1'-0"

SPANDREL UNIT AT OFFICE FLOOR

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

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 8"

2' - 5"

1' - 1 1/2"

1' - 8 1/2"

1' - 3 1/2"

1' - 4 1/2"

CONCRETE DECK RE: STRUCTURE

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

1' - 3 1/2"

1'-3 7/8" @ FLOOR 42

1'-1 1/8" @ FLOOR 42

CONCRETE DECK RE: STRUCTURE

RAISED ACCESS FLOOR (N.I.C.)

CURTAIN WALL ANCHOR AS REQ'D.

PERIMETER FLOOR HEATER (N.I.C.)

VISION GLASS RE: ELEVATION

HORIZONTAL ALUMINUM MULLION

A65.01

VISION GLASS RE: ELEVATION

STAINLESS STEEL TENSION ROD RE: STRUCTURE

1' - 5"

HORIZONTAL ALUMINUM MULLION

.17° 54

.51° 54

METAL PANEL RE: ELEVATION

METAL PANEL RE: ELEVATION 1' - 11"

A65.01

INSULATION TYPE 2

INSULATION TYPE: 2

GALV. STL. BACK PAN GUAGE AS REQ'D.

108.34°

3' - 10"

SHADOW BOX

1' - 11"

3' - 10"

109.02°

SPANDREL GLASS RE: ELEVATION

ALUMINUM PANEL

GALV. STL. BACK PAN GUAGE AS REQ'D.

INSULATION

METAL BACK PANEL

A65.01

4" INSULATION TYPE: 1 11 A65.01

54 .17°

.51°

ROLL-UP SHADE (N.I.C.)

HORIZONTAL ALUMINUM MULLION

1' - 11"

4" INSULATION TYPE: 1

3 2 1

HORIZONTAL ALUMINUM MULLION

VISION GLASS RE: ELEVATION

LOUVERS RE: ELEVATION

10/31/2014 5:06:26 PM

NO.

STEEL TUBE RE: STRUCTURE

A65.02

31 OCT 14 PACKAGE NO. 8 15 SEP 14 PACKAGE NO. 7 15 AUG 14 PACKAGE NO. 6 - PERMIT

DATE

DRAWING TITLE

ENLARGED CURTAIN WALL SECTION DETAILS

VERTICAL ALUMINUM MULLION CAP BEYOND VISION GLASS RE: ELEVATION HORIZONTAL ALUMINUM MULLION

STEEL BEAM RE: STRUCTURE

STEEL BEAM RE: STRUCTURE KHA PROJECT NO.

FOLDED METAL PANEL ABOVE LOUVERS AT OFFICE FLOOR

Comcast Center

ISSUE

CAD FILENAME

1 1/2" = 1'-0"

SPANDREL UNIT CONNECTION AT STEEL BRACING - NORTH/SOUTH

1 1/2" = 1'-0"

FOLDED METAL PANEL AT OFFICE FLOOR- NORTH/ SOUTH

1 1/2" = 1'-0"

13001

DRAWING NUMBER

A62.51

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE F

2' - 0"

2' - 6" 1' - 10 1/2"

10 3/4"

7 1/2"

1' - 4 1/2"

2' - 6"

1' - 10 1/2"

1' - 1 3/8"

7 1/2"

CONCRETE DECK RE: STRUCTURE

RAISED ACCESS FLOOR (N.I.C.)

VISION GLASS RE: ELEVATION

CURTAIN WALL ANCHOR AS REQ'D.

PERIMETER FLOOR HEATER (N.I.C.)

HORIZONTAL ALUMINUM MULLION

STAINLESS STEEL TENSION ROD RE: STRUCTURE

HORIZONTAL ALUMINUM MULLION

A65.01

HORIZONTAL ALUMINUM MULLION

FLOOR 27 RE: PLAN

WORK SAMPLE ONLY

VISION GLASS RE: ELEVATION

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

VISION GLASS RE: ELEVATION

1800 ARCH STREET Philadelphia, Pennsylvania

METAL PANEL RE: ELEVATION

LIBERTY PROPERTY 18TH & ARCH, LP

1' - 11"

METAL PANEL RE: ELEVATION

INSULATION TYPE: 2

Owner

FOSTER + PARTNERS LTD

INSULATION TYPE: 2

KENDALL/HEATON ASSOCIATES, INC. Architect

3' - 10"

1' - 11"

3' - 10"

VISION GLASS RE: ELEVATION

Design Architect

4" INSULATION TYPE: 1

THORNTON TOMASETTI, INC. Structural Engineer

GALV. STL. BACK PAN GUAGE AS REQ'D.

BALA CONSULTING ENGINEERS, INC.

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

1' - 11"

A65.01

GALV. STL. BACK PAN GUAGE AS REQ'D.

STEEL BEAM RE: STRUCTURE

4" INSULATION TYPE: 1

OLIN PARTNERSHIP, LTD

Landscape Architect

A65.01

PENNONI ASSOCIATES, INC.

ROLL-UP SHADE (N.I.C.)

HORIZONTAL ALUMINUM MULLION

STEEL TUBE RE: STRUCTURE

HORIZONTAL ALUMINUM MULLION

VISION GLASS RE: ELEVATION

VERTICAL ALUMINUM MULLION CAP BEYOND VERTICAL ALUMINUM MULLION CAP BEYOND

Security Consultant

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC.

HORIZONTAL ALUMINUM MULLION

ROLL-UP SHADE (N.I.C.)

Civil Engineer

HMA CONSULTING

Lighting Design Consultant

L.F. DRISCOLL CO., LLC Construction Manager

VISION GLASS RE: ELEVATION

STEEL BEAM RE: STRUCTURE

FOLDED METAL PANEL AT OFFICE FLOOR E/W - FLOOR 27

1 1/2" = 1'-0"

GLAZING UNIT CONNECTION - STEEL BRACING - EAST

1 1/2" = 1'-0"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 8"

2' - 6"

10 3/4"

1' - 4 1/2"

FOLDED METAL PANEL AT OFFICE FLOOR- WEST/EAST

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

2' - 0"

1' - 1 1/2"

8" 1' - 4 1/2"

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

1' - 3 1/2"

1' - 1 3/8" CONCRETE DECK RE: STRUCTURE

STAINLESS STEEL TENSION ROD RE: STRUCTURE

CURTAIN WALL ANCHOR AS REQ'D.

VISION GLASS RE: ELEVATION

HORIZONTAL ALUMINUM MULLION

CONCRETE DECK RE: STRUCTURE

CURTAIN WALL ANCHOR AS REQ'D.

VISION GLASS RE: ELEVATION

HORIZONTAL ALUMINUM MULLION

1' - 5"

HORIZONTAL ALUMINUM MULLION VISION GLASS RE: ELEVATION

SPANDREL GLASS RE: ELEVATION

INSULATION TYPE: 2

SHADOW BOX

INSULATION TYPE: 2

ALUMINUM PANEL INSULATION

3' - 10"

1' - 11"

SPANDREL GLASS RE: ELEVATION

METAL BACK PANEL

GALV. STL. BACK PAN GUAGE AS REQ'D.

STEEL BEAM RE: STRUCTURE

1' - 11"

3' - 10"

FLOOR 27 RE: PLAN METAL PANEL RE: ELEVATION 1' - 11"

FLOOR 28 RE: PLAN

4" INSULATION TYPE: 1 ROLL-UP SHADE (N.I.C.)

A65.01

HORIZONTAL ALUMINUM MULLION

4" INSULATION TYPE: 1

STEEL TUBE RE: STRUCTURE

A65.01

VISION GLASS RE: ELEVATION

HORIZONTAL ALUMINUM MULLION

10/31/2014 5:14:23 PM

NO.

31 OCT 14

DATE

PACKAGE NO. 8

ISSUE

CAD FILENAME

DRAWING TITLE

VERTICAL ALUMINUM MULLION CAP BEYOND

ENLARGED CURTAIN WALL SECTION DETAILS

VISION GLASS RE: ELEVATION HORIZONTAL ALUMINUM MULLION

VISION GLASS RE: ELEVATION

STEEL BEAM RE: STRUCTURE KHA PROJECT NO.

SPANDREL UNIT AT OFFICE FLOOR - FLOOR 28

1 1/2" = 1'-0"

SPANDREL UNIT CONNECTION AT STEEL BRACING - EAST

1 1/2" = 1'-0"

FOLDED METAL PANEL AT OFFICE FLOOR - FLOOR 27

1 1/2" = 1'-0"

13001

DRAWING NUMBER

A62.54

42 Comcast Center

SEALEANT AND BACKER ROD

1800 ARCH STREET

C L

2 1/2" 2 1/2"

5 1/4"

WATERPROOFING MEMBRANE

1' - 5 1/2"

STAINLESS STEEL FLASHING

1' - 8"

EXTERIOR SHEATHING

STEEL COLUMN RE: STRUCTURE

STRUCTURAL GLASS FIN RE: ELEVATION

3' - 4"

5/8"

ALUMINUM PANEL

WORK SAMPLE ONLY

INSULATION INSULATION

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

5 7/8"

WATERPROOFING MEMBRANE

STRUCTURAL GLASS RE: ELEVATION

1' - 5 1/2"

9 3/8"

VERTICAL ALUMINUM MULLION

METAL PANEL RE: ELEVATION

9 3/8"

METAL BACK PANEL SCHEDULED GLASS DOOR

1' - 8"

6 1/4" 1"

1' - 11 1/4"

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 2' - 9 3/4"

1' - 2" 7 3/4"

Philadelphia, Pennsylvania

GLASS GUARDRAIL

LIBERTY PROPERTY 18TH & ARCH, LP

VERTICAL GLASS FIN SUPPORT

Owner

FOSTER + PARTNERS LTD

1.2

8 7/8"

METAL PANEL RE: ELEVATION

9 3/8"

PODIUM VESTIBULE DETAIL

3" = 1'-0" 5

KENDALL/HEATON ASSOCIATES, INC. Architect

1' - 6 1/4"

STAINLESS STEEL ENTRY MAT

Design Architect

VERTICAL MULLION AT COLUMN REVEAL

METAL BACK PANEL

3" = 1'-0"

VERTICAL GLASS FIN SECTION

1 1/2" = 1'-0"

THORNTON TOMASETTI, INC. Structural Engineer

BALA CONSULTING ENGINEERS, INC.

VERTICAL ALUMINUM MULLION

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

OLIN PARTNERSHIP, LTD Landscape Architect

GLASS RE: ELEVATION

PENNONI ASSOCIATES, INC.

C L

Civil Engineer

STAINLESS STEEL TRIM

STRUCTURAL GLASS FIN RE: ELEVATION

ALUMINUM PANEL EXTERIOR SHEATHING GLASS RE: ELEVATION

STAINLESS STEEL FLASHING

METAL PANEL RE: ELEVATION

HMA CONSULTING

Security Consultant

FORGE MEDIA + DESIGN, INC. Graphic Design Consultant

TILLOTSON DESIGN ASSOCIATES, INC. Lighting Design Consultant

GLASS RE: ELEVATION

L.F. DRISCOLL CO., LLC Construction Manager

STEEL COLUMN RE: STRUCTURE

1.2

5 1/4"

STAINLESS STEEL ENTRY MAT

STRUCTURAL GLASS PLATE BELOW

2' - 1 1/4"

5/8"

3' - 1 3/4"

INSULATION

1' - 6 1/4"

SEALEANT AND BACKER ROD

METAL PANEL RE: ELEVATION

1 1/2" = 1'-0"

2' - 9 3/4"

VERTICAL ALUMINUM MULLION

OUTSIDE FACE OF GLASS

STAINLESS STEEL GRILLE

9 3/8"

GLASS PANELS AT GLASS GUARDRAIL

STAINLESS STEEL LINEAR BAR GRILLE

45.0 0째

WATERPROOFING MEMBRANE

VERTICAL ALUM. MULLION

WATERPROOFING MEMBRANE

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE INSULATION

7 3/4"

METAL PANEL RE: ELEVATION

1' - 5 1/2"

STRUCTURAL GLASS RE: ELEVATION

6 1/4"

1' - 0" 2' - 5 1/2"

GLASS RE: ELEVATION

1' - 2"

PODIUM VESTIBULE DETAIL

3" = 1'-0"

VERTICAL MULLION AT COLUMN REVEAL

3" = 1'-0"

VERTICAL GLASS FIN PLAN

1 1/2" = 1'-0"

SPANDREL GLASS PANEL AT CORNER

CONCRETE SLAB RE: STRUCTURE

UNISTRUT AND MISC. STEEL FRAMING

RAISED ACCESS FLOOR (N.I.C.)

1.2

C L

STEEL COLUMN RE: STRUCTURE

STEEL COLUM RE: STRUCTURE

2' - 1 1/2"

.51째 54

7 1/4"

2 1/8"

1' - 5"

VERTICAL ALUMINUM MULLION

METAL PANEL RE: ELEVATION

GLASS RE: ELEVATION

1' - 11"

1' - 0"

2' - 5 3/8"

INSULATION

1' - 4 1/8"

GLASS RE: ELEVATION

O.F.O.G BELOW

HORIZONTAL ALUMINUM MULLION

O.F.O.G 1' - 6 1/4"

PERIMETER FLOOR HEATER (N.I.C.)

WATERPROOFING MEMBRANE

METAL PANEL AT COLUMN

F-N

109.02째

3' - 10"

STAINLESS STEEL SOFFIT PANEL

8 7/8" 1' - 6 1/4"

DATE

1' - 0" 2' - 0"

Comcast Center

3" = 1'-0"

FOLDED METAL PANEL AT OFFICE FLOOR/BALLROOM

1 1/2" = 1'-0"

ISSUE

GLASS RE: ELEVATION

KHA PROJECT NO.

PODIUM VESTIBULE DETAIL

PACKAGE NO. 8

ENLARGED PODIUM DETAILS

VERTICAL ALUMINUM MULLION

1' - 0"

ALUMINUM LINEAR CEILING SYSTEM

1' - 2"

31 OCT 14

NO.

CAD FILENAME

DRAWING TITLE

9 3/8"

.51째

1' - 11"

9 3/8"

6 1/4"

STEEL COLUMN RE: STRUCTURE

1.2

4" INSULATION TYPE: 1

STEEL BEAM RE: STRUCTURE

7 3/4" 10/31/2014 5:17:27 PM

1 1/2" = 1'-0"

WATERPROOFING MEMBRANE

SCHEDULED GLASS DOOR

1 2' - 5" O.F.O.G

STAINLESS STEEL ENTRY MAT

METAL PANEL RE: ELEVATION

1 1/2" = 1'-0" WOOD SLAT

F-N

1' - 4 1/2"

SPANDREL GLASS PANEL AT COLUMN

1 1/2" = 1'-0"

13001

DRAWING NUMBER

A64.01

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE 1' - 1 1/2"

2' - 9 7/8" 9"

6 1/2"

4 1/8"

9 3/8"

GLASS RE: ELEVATIONS

OUTSIDE FACE OF8"GLASS

9 3/8"

1 3/8"

EDGE OF SLAB

9 3/8"

1 3/8"

45째

CORNER MULLION AT GLASS PANEL

2 1/2"

TILLOTSON DESIGN ASSOCIATES, INC. Lighting Design Consultant

2 1/2"

L.F. DRISCOLL CO., LLC Construction Manager

3" = 1'-0"

HSS STEEL TUBE RE: STRUCTURE

3/4"

OUTSIDE FACE OF GLASS 9 1/4"

5 3/4"

1 1/4" 1 1/4"

1' - 4 1/2"

EDGE OF SLAB

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

3/4"

GLASS RE: ELEVATION

VERTICAL ALUM. MULLION TYPE: AL-1

1/4"

1 1/2"

1/4"

GLASS RE: ELEVATION

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

HORIZONTAL ALUM. MULLION BEYOND

VERTICAL ALUM. MULLION TYPE: AL-1

GLASS RE: ELEVATION

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

1 1/2" 1/2"

FOLDED METAL PANEL BELOW 9" 8"

8" 1' - 5"

FOLDED METAL PANEL BELOW

VERTICAL ALUM. MULLION TYPE: AL-1

1 3/8"

OUTSIDE FACE OF GLASS 8"

VERTICAL ALUM. MULLION TYPE: AL-1

9 7/8"

OUTSIDE FACE OF GLASS

2" INSULATION

GLASS RE: ELEVATION

9 1/4"

10 3/4"

1' - 8 1/2"

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

1' - 5"

VERTICAL ALUM. MULLION TYPE: AL-1

VERTICAL MULLION AT ELEVATOR GLASS PANEL

1 3/8"

1' - 1 1/2"

HSS STEEL TUBE RE: STRUCTURE

INSULATION

OUTSIDE FACE OF GLASS

4 1/8"

LOUVER RE: ELEVATION

3" = 1'-0"

EDGE OF SLAB

VERTICAL MULLION AT SKYGARDEN

EDGE OF SLAB

3" = 1'-0"

VERTICAL MULLION AT SKYLOBBY

1 1/2"

1' - 5"

FOLDED METAL PANEL BELOW 9" 8"

8" 9"

Graphic Design Consultant

4" HORIZONTAL ALUM. MULLION BEYOND

EDGE OF SLAB

4 1/8"

1' - 1 1/2"

OUTSIDE FACE OF GLASS 8"

3" = 1'-0"

METAL PANEL BELOW

Civil Engineer

Security Consultant

FORGE MEDIA + DESIGN, INC. 45째

1/2"

GLASS RE: ELEVATION

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

Landscape Architect

HMA CONSULTING

1 3/8"

GLASS RE: ELEVATION

1 3/8"

VERTICAL ALUM. MULLION TYPE: AL-1

OLIN PARTNERSHIP, LTD

PENNONI ASSOCIATES, INC.

CORNER MULLION AT ELEVATOR GLASS PANEL

VERTICAL ALUM. MULLION TYPE: AL-1

3/4" OUTSIDE FACE OF GLASS

1 1/4" 1 1/4"

VERTICAL ALUM. MULLION TYPE: AL-1

1' - 1 1/2"

1 3/8"

5" 6"

EDGE OF SLAB

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

7 3/8"

3" = 1'-0"

1 1/2"

VERTICAL MULLION AT SPA LEVEL

OUTSIDE FACE OF GLASS

3" = 1'-0"

LOUVER RE: ELEVATION

1' - 5"

VERTICAL MULLION AT GLASS PANEL

4" 3/4"

HORIZONTAL ALUM. MULLION BEYOND

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

1/2"

FOLDED METAL PANEL BELOW

EDGE OF SLAB

VERTICAL ALUM. MULLION TYPE: AL-1

1 1/2"

VERTICAL MULLION AT METAL PANEL

Mechanical, Electrical, Plumbing, Fire Protection, Fundamental Commissioning Engineer

GLASS RE: ELEVATION

1/2"

3/4"

4 1/8"

1 1/4" 1 1/4"

Structural Engineer

1 1/2"

GLASS RE: ELEVATION

1/4"

3" = 1'-0"

Architect

THORNTON TOMASETTI, INC.

BALA CONSULTING ENGINEERS, INC.

4" 3/4" HORIZONTAL ALUM. MULLION BEYOND

K CO EN PY D ING A /D IST LL RIB -H UT E ION A OF TO TH N IS INF A OR SS MA O TIO C N I IA SP RO TE HIB S ITE METAL PANEL RE: ELEVATION

10/31/2014 5:19:35 PM

VERTICAL MULLION AT SKYGARDEN WINDTUBE

OUTSIDE FACE OF GLASS

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

OUTSIDE FACE OF GLASS 8"

VERTICAL ALUM. MULLION TYPE: AL-1

EDGE OF SLAB

3" = 1'-0"

KENDALL/HEATON ASSOCIATES, INC.

VERTICAL ALUM. MULLION

1 1/2"

1 1/2" 1/2"

CORNER MULLION AT SKYLOBBY GLASS PANNEL

Design Architect

9 1/4"

10 5/8"

VERTICAL ALUMINUM MULLION CAP TYPE: AL-1

GLASS RE: ELEVATIONS

2 1/8"

Owner

FOSTER + PARTNERS LTD

EDGE OF SLAB

4 1/8"

1' - 1 1/2"

1' - 3 7/8"

GLASS RE: ELEVATION

1 3/8"

2 1/8"

0째 45.0

GLASS RE: ELEVATION

1 1/2"

1 3/8"

VERTICAL ALUM. MULLION TYPE: AL-1

9 3/8"

VERTICAL ALUM. MULLION TYPE: AL-1

LIBERTY PROPERTY 18TH & ARCH, LP 9 1/4"

6 1/2"

CURTAIN WALL ANCHOR AS REQUIRED

OUTSIDE FACE OF GLASS

2' - 9 7/8"

9" 2' - 9 7/8" 6 1/2"

CURTAIN WALL ANCHOR AS REQUIRED

10 3/4"

HORIZONTAL ALUM. MULLION BEYOND

Philadelphia, Pennsylvania

3" = 1'-0"

1800 ARCH STREET

2 1/8"

CORNER MULLION AT SPANDREL GLASS PANEL

2 1/8"

VERTICAL ALUM.MULLION TYPE: AL-1

45째

2 1/8"

1' - 1 1/2"

VERTICAL ALUM. MULLION TYPE: AL-1

1 3/8"

C L

" =5

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

STAINLESS STEEL TENSION ROD (WHERE APPLICABLE) RE: STRUCTURE

STEEL COLUMN RE: STRUCTURE

OUTSIDE FACE OF GLASS 8"

4 1/8"

PAINTED STEEL TUBE RE: STRUCTURE

EDGE OF SLAB

GLASS RE: ELEVATION

VERTICAL ALUMINUM MULLION CAP TY0PE: AL-1

1 1/2"

1/2"

NO.

31 OCT 14

DATE

GLASS RE: ELEVATION

3" = 1'-0"

VERTICAL MULLION AT SPANDREL GLASS LOUVER

3" = 1'-0"

VERTICAL MULLION AT GLASS PANEL

ISSUE

ENLARGED CURTAIN WALL DETAILS

1/8"

1/8" METAL PANEL BELOW

FOLDED METAL PANEL BELOW

KHA PROJECT NO.

VERTICAL MULLION AT LOUVER

PACKAGE NO. 8

CAD FILENAME

DRAWING TITLE

3" = 1'-0"

VERTICAL MULLION AT SPANDREL GLASS PANEL

3" = 1'-0"

VERTICAL MULLION AT GLASS PANEL

3" = 1'-0"

13001

DRAWING NUMBER

A65.03

44 Comcast Center

Museum of Fine Arts, Houston // Steven Holl Architects Houston, Texas Project Type // Museum Client // Museum of Fine Arts, Houston Developer// Legends Project Development Design Architect // Steven Holl Architects Architect of Record // Kendall-Heaton Associates Structural Engineer // Cardno Haynes Whaley

MFAH

Structural Engineer // Guy Nordenson and Associates, LLP MEP Engineer // ICOR Associates, LLC Landscape // Deborah Nevins & Associates Civil Engineer // Walter P. Moore & Associates General Contractor // McCarthy Builders Company

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 17

25.8

349' - 9"

GA5.03

4' - 7 1/2"

17' - 6 1/4"

9' - 11"

17' - 4 1/4"

TOILET 1

33' - 1 7/8"

JUNIOR KILN ROOM 1

G119

1GA7.02

30' - 0 5/8"





G67

G68

IT 1

ELECTRICAL CLOSET 1

G144

GLAZING

 G64

G107



13' - 10 7/8"

2 GA9.14

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

1 GA9.14

25 GA9.14









7GA9.51

25GA7.51









15 GA9.13





G133 2 GA9.13

38 GA9.13

G234



G235



G233

JUNIOR STUDIO 1 G131

G128B



DESIGN ARCHITECT

KENDALL/HEATON ASSOCIATES, INC.

STE05 21GA9.61 G125-04

ARCHITECT OF RECORD

37GA9.51

PE-2







G130

G101





LOBBY 2 G126



 4

OFFICE 1

OFFICE 2

OFFICE 3

BREAK AREA 3

G128C

G128D

G128E

G128F

G130-02 ST01A LIGHT COVE IN BENCH

39 GA9.13

G102

G103

STAIR 3



1GA6.25

G99

G127

35' - 6 3/4"

WALTER P. MOORE & ASSOCIATES

9' - 6 1/4"

9' - 9 3/4"

DEBORAH NEVINS & ASSOCIATES

GB126-04 ST07

TRANSSOLAR C

JGL FOOD SERVICE CONSULTANTS

KNIPPERS HELBIG

FACADE CONSULTANT

B.8 10

12' - 1 3/4"

L'OBSERVATOIRE INTERNATIONAL LIGHTING CONSULTANT

ARCHITECT'S SECURITY GROUP, INC. SECURITY CONSULTANT  

7' - 4"



LOCATION OF FUTURE WALLS 15

JAFFE HOLDEN

AUDIOVISUAL CONSULTANT



JAFFEHOLDEN TECHNOLOGIES ACOUSTICAL CONSULTANT

B.4

20' - 2 3/4"

PROFESSIONAL SERVICE INDUSTRIES, INC. GEOTECHNICAL ENGINEERS

2 GA9.03

1 GA9.03

G106



PERSOHN/HAHN ASSOCIATES, INC.

VERTICAL TRANSPORTATION CONSULTANT



B.3

LOCATION OF FUTURE WALLS



21'





G56









CAFE STORAGE



7' - 11 3/8"

12"X12" ACCESS PANEL - TYPE 8, 5 FOR STE04 AT STAIR 13 & RAMP 14

G245



1' - 6" MATCHLINE RE: 1 /GA3.07

1' - 8"

PROPERTY LINE



FLOOR COVE G100-03 STE13



A.3

1 GA9.23

G52

ENTRY 1

RFI 474

G100

G51

32 GA9.03



 

15 RFI 528

G101A





7' - 10"

40' - 10"

G103A

G103

8' - 5"



G53

CHEMICAL ROOM

JEWELRY

2' - 11 1/4"

 6

7' - 1"

1' - 0"

G101

T.O.F.F +49'-0"



22' - 4"

G101-03 ST06 ALONG MILLWORK



G55

20' - 7"

DIRTY ROOM G103B

2 5/8"

CAFE

G57





STAIR 13

A PROPERTY LINE 4 GA4.01

NOTES KEYED TO PLAN:

GENERAL NOTES:

INSTALL LAYER OF PLYWOOD ON NOTED SIDE OF THE WALL

INSTALL SOUND ATTENUATION BLANKET IN SCHEDULED PARTITION

15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NO.

INDICATES PARTITION TYPE. REFER GA8.01-GA8.03 FOR PARTITION SCHEDULE.

INDICATES FINISH TYPE. REFER GA8.11 FOR FINISH SCHEDULE.

INDICATES DOOR NUMBER. REFER GA8.21 FOR DOOR SCHEDULE.



     

   

 

  



17 FEB 2017

A.7

1' - 8"



6 13 1GA3.51

19' - 2 1/4"



G103C 15

1/8 "

HAMMER ROOM

22 GA9.03 4 GA9.03

GA 9.0 3





G141

A.8

8 3/8"

16 GA9.03

G54

1GA7.04



G58

G104

LOCATION OF FUTURE WALLS



STAIR 1

G105



    

30GA9.52



G60

CORRIDOR 7



JANITOR 1

1' - 9"

15' - 4"

1GA6.21







14' - 0"





-2

6' - 4"

MOP SINK RE: PLUMBING







G59

RE: GA2.21 FOR SITE PLAN

G102



4GA7.01



14' - 0"

EXHIBITION

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

18' - 0"



KE ND AL L-H EA TO NA SSO CIA TES

CERAMICS FD

13' - 11"

4 GA5.02



CLIMATE ENGINEER

FOOD SERVICE CONSULTANT

GA6.33

10 RFI 281

LORING CONSULTING ENGINEERS

LEED AND COMMISSIONING CONSULTANT

15 RFI 612

8' - 5"

CIVIL ENGINEER AND PARKING CONSULTANT TEXAS FIRM REGISTRATION NO. 1856

LANDSCAPE CONSULTANT

G98

31' - 0 3/8"

CONSULTING STRUCTURAL ENGINEER

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TEXAS FIRM REGISTRATION NO. F #16653

C.2

G206-04 ST06

STAIR 8

GUY NORDENSON AND ASSOCIATES, LLP

ICOR ASSOCIATES, LLC

OPEN TO BELOW

ENTRY 4

C.4

GLASS GUARDRAIL RE: 1 /GA9.02 GLASS GUARDRAIL RE: 37 /GA9.02 3 GA9.02

3GA7.06

5' - 5"

STRUCTURAL ENGINEER OF RECORD TEXAS FIRM REGISTRATION NO. 15712

C.5

3 GA6.46

T.O.F.F +49'-0"





CARDNO HAYNES WHALEY

CONCRETE GUARDRAIL RE: STRUCTURE



C.6

PE-3

22GA3.51

G128

G145

G105

G104

OPEN OFFICE 1

CLOSET 1

COPY 1







ILS 3 G129

G232



G106

G108

G109

PROJECT MANAGER

STEVEN HOLL ARCHITECTS

T.O.F.F +49'-0"

26' - 2 3/4"

C.7 LEGENDS PROJECT DEVELOPMENT

G95

G128A

3 GA9.01 

G227 

OWNER

OPEN TO BELOW

GLASS PANEL RE: ELEVATION

G143

12' - 0"

1' - 6 1/8"

5' - 0" 9' - 10 3/8"

36 GA9.01

24 GA9.01

28' - 5 1/2"

9' - 9 1/4"



G62

 

JUNIOR DRAWING/DESIGN 1





7' - 5 1/2"

4GA7.02

4GA3.51

G106A



G63



G110

G80



37 GA9.13

1 GA9.01

25GA6.25

LOBBY 3

G94

7GA9.51

TOILET 3

G107

G112

G69

9 7GA9.51

G237

ENTRY 2

8' - 1"



 G65

FLOOR COVE G112-01 STE13

G111

14 GA9.13



G236

5 GA9.03

1GA9.71

G112

14' - 0"

 1



G113-05 ST06 ALONG MILLWORK

G142

G70 G221

G113

42 GA9.01 G114

G81

7GA9.51



   





G93

10GA9.51

3' - 10 3/8"

7GA9.51 O.H.

G115 9 7GA9.51 O.H. 10GA9.51

G97

G228

MUSEUM OF FINE ARTS, HOUSTON



G115



G132 11GA3.63

G229

39 GA9.14

11 GA9.02 FLOOR COVE G125-01 STE13

G125

G100



1GA6.22 33 GA9.03

CORRIDOR 8

23 GA9.03 9' - 5"





10 RFI 310 1GA9.51 15 7GA9.51  4

G124



PHASE 1 GLASSELL SCHOOL OF ART



ENTRY 3

18' - 1"

1' - 0" 5' - 0"

14GA9.51

G134





G123

37 GA9.14

3 GA4.02

11 GA9.03

13 GA9.13

JUNIOR DRAWING/DESIGN 2

CORRIDOR 1

10GA9.51

G230



JUNIOR FASHION/DESIGN 1

 G231

 10 1 7GA9.51 G92 



G121

TOILET 2



14 GA9.14

13 GA9.14

JUNIOR CERAMICS 1

40 GA9.13

ELECTRICAL CLOSET 2 G146 10GA9.51

ILS 2

6  FIRE EXTINGUISHER TYPE: FEC-1

1GA6.02

GA5.05

G96

188' - 0"



5' - 1 7/8"

PSE-1

5' - 9"

30 GA9.03

1 GA4.02

5GA7.50

25' - 6"

 12"X12" ACCESS PANEL FOR WW01 DRIVER TYPE 8

GA5.01

O.H. 10GA9.51



T.O.F.F +49'-0" 12 RFI 429

G66

1 GA9.08

G113

RFI 316 10 

G108

12' - 1 3/8"

LOBBY 1

21' - 11 3/4"

SCULPTURE/METAL SHOP OVERHEAD DOOR

G85 10GA9.51

1 14' - 4 1/8"

G73

10GA9.51

G71



1' - 3 1/2"

3' - 10"

30 GA9.01

27 GA9.13



G86

15' - 10 5/8"

 

G72

G247

G84

8' - 3 1/2"

1 2

G83

25 GA9.13



G78

1 GA9.13

G110



5 GA9.08

1 G109





15 

G87

16 GA9.13



G91

 6' - 3 1/4"

ILS 1

6 25GA8.37

G82

3.54

CLASSROOM

G90

13' - 4"

G117





G113A

G77



27 GA9.03

12' - 4 1/2"





MEN'S ROOM 1

G76



G88

G116

7' - 10 1/2"

G74

AUDITORIUM

41 GA9.01 47 GA9.01

7' - 4 1/8"

19 GA



INVESTMENT ROOM



1 GA9.07





IT 2

G120

 

3 GA9.13



STAIR 5



G111

G75

1' - 8"

25' - 6 1/8"

 

SCULPTURE/WOOD SHOP OVERHEAD DOOR

4 GA5.01



G89



MUSEUM OF FINE ARTS, HOUSTON

GA5.22



10' - 0"

G118

14' - 2 7/8"



4 GA9.13

STAIR 2

28 GA9.13



8' - 2 1/4"

 4

PROPERTY LINE

9' - 2 1/2"





1' - 8"



18 GA9.03



G113B

26 GA9.13

WOMEN'S ROOM 1 

15' - 11 1/2"

WORK SAMPLE ONLY







6' - 4"

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED





26' - 6 1/2"

14 RFI 434

2' - 6"

1GA3.63

8 10 RFI 368

22' - 8"

1' - 6"

1GA3.62

17' - 6"

G122

1GA3.52

19GA3.51

G79

25' - 0"

PROVIDE HOT FLUID APPLIED WATERPROOFING SYSTEM AT THE STRUCTURAL SLAB BELOW THE TOPPING SLAB. TERMINATE AT FOUNDATION WALL PER DETAIL 37GA6.42.

GA5.04

61' - 4 1/2" 5 GA4.01 1 GA4.02



18' - 0"

14' - 0"

32' - 5"

18' - 0"

GA5.04

26' - 4 1/4"

18' - 0"

14' - 0"

GA5.03 44' - 6 1/4"

18' - 0"

37 GA9.02

1 11 1/2"

18' - 0"

36' - 9"

18' - 0"

1 GA6.05

18' - 0"

1' - 3"

18' - 0"

23 GA9.02

18' - 0"

1' - 1 1/2"

18' - 0"

12 GA9.02 3' - 9"

18' - 0"

12' - 7 1/4"

18' - 0"

26 GA9.14

16' - 8 1/2"

2' - 6 5/8"

18' - 0"

24 GA9.02

18' - 0"

REF.

9' - 6 1/2"

PROPERTY LINE

4. REFER TO GA1.00 FOR DRAWING CONVENTIONS AND ABBREVIATIONS. 5. REFER TO GA3.11-GA3.19 FOR FINISH PLANS. 6. REFER TO GA3.21-GA3.29 FOR POWER PLANS.

17 FEB 2017 29 NOV 2016 07 OCT 2016 26 SEP 2016 09 SEP 2016 29 AUG 2016 23 MAY 2016 26 APR 2016 01 APR 2016 18 MAR 2016 08 MAR 2016 14 DEC 2015 02 DEC 2015 30 SEP 2015 21 AUG 2015 DATE

COR NO. 23 COR NO. 21 COR NO. 18 COR NO. 17 COR NO. 16 COR NO. 15 COR NO. 9 BUILDING PERMIT REV. 2 COR NO. 7 COR NO. 5 BUILDING PERMIT REV ADDENDUM NO. 1 BUILDING PERMIT CONSTRUCTION BID ISSUE

CAD FILENAME

7. REFER TO GA3.31-GA3.39 FOR SLAB PLANS. DRAWING TITLE

8. REFER TO GA3.71-GA3.76 FOR REFLECTED CEILING PLANS.

NORTH

FLOOR PLAN LEVEL G1

9. DIMENSIONS TO PARTITIONS ARE TO FINISHED FACE OF GYP. BD OR CMU U.N.O. 10. COORDINATE LOCATION OF ALL RATED DUCT ENCLOSURES WITH MEP. 14

2/24/2017 3:28:37 PM

11. REFER TO GA6.02 FOR ENLARGED AMPHITHEATER PLAN AND AMPHITHEATER LIGHTING

KHA PROJECT NO.

FLOOR PLAN LEVEL G1

1/8" = 1'-0"

12024

DRAWING NUMBER

GA3.03

MFAH

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 16

25.8

JUNIOR KILN ROOM 1

3' - 0"

5' - 0"

20' - 0"

11' - 0"

G128A

+16"

1' - 5"

6' - 0"

+16"

2' - 0"

G130

G128C

1' - 5" 4' - 1"

18' - 2"

1' - 0"

ARCHITECT OF RECORD

8 RFI 409

+16"

OFFICE 3

G128D

G128E

STRUCTURAL ENGINEER OF RECORD TEXAS FIRM REGISTRATION NO. 15712

C.5

BREAK AREA 3

ICOR ASSOCIATES, LLC

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TEXAS FIRM REGISTRATION NO. F #16653

WALTER P. MOORE & ASSOCIATES

G126

C.2

DEBORAH NEVINS & ASSOCIATES

LORING CONSULTING ENGINEERS

7' - 0"

LEED AND COMMISSIONING CONSULTANT

G127

+16"

TRANSSOLAR

CLIMATE ENGINEER

JGL FOOD SERVICE CONSULTANTS

1' - 0"

FOOD SERVICE CONSULTANT

KNIPPERS HELBIG

FACADE CONSULTANT

+16"

L'OBSERVATOIRE INTERNATIONAL LIGHTING CONSULTANT

JAFFE HOLDEN

8' - 0"

AUDIOVISUAL CONSULTANT

JAFFEHOLDEN TECHNOLOGIES ACOUSTICAL CONSULTANT

1' - 11"

2' - 7 1/8"

CERAMICS

CIVIL ENGINEER AND PARKING CONSULTANT TEXAS FIRM REGISTRATION NO. 1856

LANDSCAPE CONSULTANT

9" 6

10"

CONSULTING STRUCTURAL ENGINEER

C.4

LOBBY 2

ENTRY 4

G128F

+16"

GUY NORDENSON AND ASSOCIATES, LLP

+16"

+45"

+16"

1' - 6"

+16"

3' - 9"

OFFICE 2

+16"

CARDNO HAYNES WHALEY

2' - 4"

G128

4' - 1"

OFFICE 1

6' - 4"

2' - 4"

+16"

STAIR 3

+16"

OPEN OFFICE 1

5' - 3"

+19"

4' - 0"

+16"

2' - 10"

T EQ EQ EQ EQ +16"

5' - 0"

COPY 1

+16" G128B 1' - 0"

+16"

DESIGN ARCHITECT

C.6

+16"

4' - 0"

1' - 10"

3' - 2"

+16"

G131

+16"

10' - 6"

REF.

G129

1' - 2"

JUNIOR STUDIO 1

4' - 9"

ILS 3

1' - 0" 10 1/2"

4' - 0"

5' - 0" 2' - 0"

+16"

3' - 0"

+16"

G133

4' - 0"

13' - 0"

+16"

1' - 0"

12' - 0" +16"

1' - 6"

10' - 0"

1' - 0"

+16"

+19"

11 1/2"

9' - 5"

4' - 7"

+16"

1' - 0"

JUNIOR DRAWING/DESIGN 1

3' - 0"

4' - 3"

TOILET 3

G115

1' - 8"

13' - 7"

PROJECT MANAGER

KENDALL/HEATON ASSOCIATES, INC.

+16"

1' - 5"

1' - 0"

1' - 0" +16"

+16"

CORRIDOR 1

1' - 0" 2' - 8"

5' - 3"

4' - 10"

+16"

1 1/2"

G132

+16"

4' - 0"

7' - 0"

1' - 0" TYP.

4' - 3" 4' - 3"

12' - 0"

LEGENDS PROJECT DEVELOPMENT

STEVEN HOLL ARCHITECTS

1' - 0"

4' - 3" 3' - 10"

7' - 0"

1' - 0" 1' - 0"

12' - 10"

14' - 0"

2' - 2"

9" 6' - 0"

2' - 3"

1' - 6"

1' - 0"

OWNER

C.7

LOBBY 3 G143

+16"

11' - 0"

+16"

5' - 6"

1' - 0"

ARCHITECT'S SECURITY GROUP, INC. 7

B.4

PROFESSIONAL SERVICE INDUSTRIES, INC. GEOTECHNICAL ENGINEERS

RCR

G106

5' - 6"

+16"

PERSOHN/HAHN ASSOCIATES, INC.

VERTICAL TRANSPORTATION CONSULTANT

RCR

+16"

RCR

+16"

RCR

B.3

EXHIBITION G102

RCR

3' - 0" 3' - 0"

+41" +41" +41"

+16"

RCR RCR RCR

4' - 6"

3' - 0"

9' - 10"

6' - 0"

+16"

+45" +45"

+45" +45" +45" 2' - 2"

2' - 2" 2' - 6" 2' - 2"

+16"

2' - 1"

+45"

+16"

8" 1' - 11"

+36" +36"

1' - 6"

10"

9' -

6' - 7"

0 1/4

10"

CAFE

CAFE STORAGE

G101

G101A

A.3

3' - 5"

+45"

3' - 0" +45"

4' - 4"

+16"

ADD'L POWER OUTLET BELOW

9 RFI 547

+45"

2' - 7"

A.7

+16"

ENTRY 1

G100

3' - 11 1/2" 8"

3' - 4"

+16"

RCR

2' - 0"

RCR

7' - 0"

3' - 0"

2' - 10"

+16"

RCR

1' - 6"

2' - 0"

3' - 2"

G103

+45"

1' - 10"

P T

NOTES KEYED TO PLAN:

DIGITAL STUDIO STUDENT ROW PANEL DATA/POWER OUTLET. SEE ARCH. PLAN FOR LOCATION. REFER TO AV FOR DATA/POWER REQUIREMENTS

DIGITAL STUDIO TEACHING STATION DATA/POWER OUTLET. SEE ARCH. PLAN FOR LOCATION. REFER TO AV FOR DATA/POWER REQUIREMENTS

2/24/2017 3:31:02 PM

   

 

  



ROOF CONNECTION POP UP BOX. SEE ARCH. PLAN FOR LOCATION. REFER TO AV FOR DATA/POWER REQUIREMENTS.

TOP OF DATA/VOICE DEVICE TO BE INSTALLED VERTICALLY AT 48" A.F.F.

FURNITURE FEEDER FLOOR OUTLET

3 POWER LEGEND:

WALL MOUNT DUPLEX POWER OUTLET RE: ELECTRICAL

WALL MOUNT DATA RE: LOW VOLTAGE

WALL MOUNT QUADPLEX POWER OUTLET RE: ELECTRICAL

WALL MOUNT VOICE RE: LOW VOLTAGE

WALL MOUNT SPECIAL POWER OUTLET RE: ELECTRICAL

WALL MOUNT VOICE/DATA RE: LOW VOLTAGE

9 RCR

POWER RETRACTABLE CORD REEL. REFER TO RCP FOR LOCATION. RE: ELECTRICAL

WALL MOUNT KEYPAD STATION RE: AV

RCR

SPECIAL POWER RETRACTABLE CORD REEL. REFER TO RCP FOR LOCATION. RE: ELECTRICAL

WALL MOUNT DISPLAY WALLBOX RE: AV

FLOOR MOUNT DUPLEX POWER OUTLET RE: ELECTRICAL

FLOOR MOUNT DUPLEX POWER AND DATA OUTLET RE: ELECTRICAL AND LOW VOLTAGE

CENTERLINE WALL MOUNTED OUTLETS TO BE INSTALLED HORIZONTALLY AT NOTED ELEVATION. TOP OF LIGHT SWITCHES TO BE INSTALLED AT 48" A.F.F U.N.O. TOP OF THERMOSTAT DEVICES TO BE INSTALLED AT 48" A.F.F. U.N.O CENTERLINE OF DATA AND VOICE DEVICES TO BE INSTALLED HORIZONTALLY AT 16" A.F.F. U.N.O. TOP OF KEYPAD STATION TO BE INSTALLED AT 48" A.F.F. U.N.O CENTERLINE OF WALL MOUNT SIGNAGE DISPLAY TO BE INSTALLED AT 60" A.F.F. U.N.O CENTERLINE OF WALL MOUNT DISPLAY WALLBOX TO BE INSTALLED AT 60" A.F.F. U.N.O. CENTERLINE OF LOUDSPEAKERS TO BE INSTALLED AT 12'-0" A.F.F. U.N.O. TOP OF WALL MOUNT TOUCH PANELS TO BE INSTALLED AT 48" A.F.F. U.N.O. TOP OF CARD READER DEVICES TO BE INSTALLED AT 2'-10" A.F.F. U.N.O.

FLOOR MOUNT DUPLEX POWER AND VOICE OUTLET RE: ELECTRICAL AND LOW VOLTAGE

S F

WALL-MOUNTED SPEAKER/STROBE DEVICE RE: FIRE ALARM

WALL-MOUNTED MOTION DETECTOR RE: SECURITY

WALL MOUNT SIGNAGE DISPLAY RE: AV

17 FEB 2017 26 SEP 2016 09 SEP 2016 01 APR 2016 18 MAR 2016 08 MAR 2016 14 DEC 2015 30 SEP 2015 21 AUG 2015 DATE

COR NO. 23 COR NO. 17 COR NO. 16 COR NO. 7 COR NO. 5 BUILDING PERMIT REV ADDENDUM NO. 1 CONSTRUCTION BID ISSUE

CAD FILENAME

DRAWING TITLE

NORTH

THERMOSTAT RE: MECHANICAL LIGHT SWITCH RE: ELECTRICAL

9 8 7 6 5 4 3 2 1 NO.

GENERAL NOTES: 1. 2. 3. 4. 7 5. 6. 7. 8 8. 9. 10.

POWER/DATA/AV PLAN LEVEL G1

8 P

CEILING PROJECTOR REFER TO RCP FOR LOCATION. RE: AV

LOBBY-GALLERY CEILING BOX REFER TO RCP FOR LOCATION. RE: AV

WALL MOUNT TOUCH PANEL RE: AV

CARD READER RE: SECURITY

WALL MOUNTED LOUDSPEAKERS RE: AV

CEILING MOUNT DUPLEX POWER OUTLET SWITCHED W/ SAFE LIGHT; RE: ELECTRICAL KHA PROJECT NO.

POWER PLAN LEVEL G1

     

MFAH



17 FEB 2017

JEWELRY

+45"

1' - 6" 1' - 6"

+45"

FD +45"

+45"

1' - 6"

+45" +45" +18"

+16"

G103A

1' - 6"

11"

+45"

CHEMICAL ROOM

1' - 0"

+45"

+16"

G103B

3' - 0" 3' - 0" 3' - 0"

8' - 5"

+45"

+45" 3' - 0" 3' - 6"

DIRTY ROOM

2' - 0"

+45"

G103C

+50" +50" +45"

+16"

G141

3' - 9"

4' - 0"

+16"

5' - 0"

11"

4' - 2" 3' - 0"

+50"

+16"

+45"

HAMMER ROOM

REMOTE ANNUNCIATOR RE: FIRE ALARM

CORRIDOR 7

2' - 4"

+45"

A.8

1' - 0" 1' - 0"

7' - 5 3/8"

3' - 3 1/2"

2' - 10"

G105



G104

+45" +45"

1' - 8" 2' - 4"



+16"

    

JANITOR 1

STAIR 1

4' - 0"

+16"

1' - 0"

4' - 2"

+18"



RCR

9' - 0"

1' - 0"

RCR

4' - 0"

RCR

 

RCR



CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D



KE ND AL L-H EA TO NA SSO CIA TES RCR

3' - 0"

+16"

3' - 0"

7' - 3"

2' - 6"

+16"

TOILET 2

G124

1' - 9"

SECURITY CONSULTANT

8' - 8"

5' - 4 7/8"

1' - 4"

JUNIOR FASHION/DESIGN 1

B.8

+16" +45"

+41"

PHASE 1 GLASSELL SCHOOL OF ART

MUSEUM OF FINE ARTS, HOUSTON

4 FD

G106A

G123

+16"

G112

1' - 9"

14' - 0"

GLAZING

JUNIOR CERAMICS 1

G125

7' - 5 1/2"

1' - 6"

+41"

ENTRY 3

   

+41"

2' - 6"

G107

+41"

+16"

6' - 0"

+16"



R 4' - 0"

IT 1 +16"

ENTRY 2 EQ .

- 6"

T +16"

EQ .

R 7

G134

+16"

G142

JUNIOR DRAWING/DESIGN 2

6' - 0"

CORRIDOR 8

5' - 2"

+16"

1' - 5"

1' - 10"

2' - 4"

+16"

8' - 5"

5' - 0"

4' - 11"

+41"

K T

+16"

8 RFI 429

+41"

8' - 6"

+16"

W +16"

G121

+16"

1' - 0"

G113

7' - 0"

5' - 0"

LOBBY 1

G108

6' - 11"

3' - 0" 3' - 0"

+16"

7' - 0"

ILS 2

G117

9 RFI 475

9 RFI 645

+16"

5' - 0"

T " 5' -

4' - 9 1/8"

SCULPTURE/METAL SHOP

RCR RCR 1' - 1" 3' - 0" 4' - 6" +16"

- 0"

1' - 0"

RCR

T +41"

4' - 8"

ILS 1

3' - 0"

RCR

2' - 6"

RCR

+41"

+16"

RCR

4' - 2"

2' - 0"

4' - 6"

+7'-8"

2' - 6" +16"

RCR

+8'-9"

8' - 8"

4 3' - 6"

2' - 0"

+8'-9"

- 0"

+16"

8' - 8"

RCR

9' - 0"

2' - 6"

5' - 3"

+16"

9' - 0"

+16" 5' - 10 1/2" 3' - 0"

+16" +16"

+16"

+19"

4' - 0"

3' - 6" G110

+16"

11' - 6"

+16"

3' - 0" 3' - 0"

+41"

+16"

G116

6' - 6"

+41"

IT 2

G120

6' - 9"

CLASSROOM

+16"

5' - 0"

G109

G118

+18"

+16"

1' - 0"

10"

T +16" 1

+16"

6' - 0"

G113A

2' - 6"

W 8

STAIR 2

+16"

MEN'S ROOM 1

+16"

INVESTMENT ROOM +16"

+16" +16"

+16"

RCR 1' - 0" 4' - 8"

+16"

5' - 11" 7

+8'-9"

AUDITORIUM

1' - 6"

RCR

14' - 9"

POWER OUTLET BELOW

2 7/8

RCR

2' - 4" 9"

8' - 6"

3' - 0"

4' - 0"

+16"

G111 RCR

3 2' - 4"

9' - 6"

G122

+16"

SCULPTURE/WOOD SHOP

+8'-9"

3' - 7"

9' - 9"

2' - 6" 2' - 6"

G113B

5' - 4"

16' - 0"

RCR

+18"

RCR

+12"

WOMEN'S ROOM 1 RCR

+19"

+16"

WORK SAMPLE ONLY

+16"

8 RFI 397

2' - 0"

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

+16"

2' - 0"

9' - 6"

3' - 6"

4' - 4"

MUSEUM OF FINE ARTS, HOUSTON

2' - 2" 8' - 0"

1/8" = 1'-0"

12024

DRAWING NUMBER

GA3.23

305' - 3"

2' - 7 3/8"

2.0%

4' - 4 1/2" 10' - 2 1/2"

1' - 0" TYP.

25' - 8 1/8"

MUSEUM OF FINE ARTS, HOUSTON D

OWNER

C.7

18' - 4"

KENDALL/HEATON ASSOCIATES, INC. ARCHITECT OF RECORD

C.6

CARDNO HAYNES WHALEY

STRUCTURAL ENGINEER OF RECORD TEXAS FIRM REGISTRATION NO. 15712

64' - 0"

OPEN TO BELOW

GUY NORDENSON AND ASSOCIATES, LLP C.5 C.4

DEBORAH NEVINS & ASSOCIATES

LORING CONSULTING ENGINEERS

LEED AND COMMISSIONING CONSULTANT

2' - 10 1/8"

TRANSSOLAR

3 1/2"

3/4" SLAB DEPRESSION

8 5/8"

CLIMATE ENGINEER

JGL FOOD SERVICE CONSULTANTS FOOD SERVICE CONSULTANT

KNIPPERS HELBIG

FACADE CONSULTANT

B.8 6

CIVIL ENGINEER AND PARKING CONSULTANT TEXAS FIRM REGISTRATION NO. 1856

LANDSCAPE CONSULTANT

1' - 0"

1' - 6"

1' - 0" TYP.

1' - 0" TYP. 5' - 0"

10' - 1 1/4"

4 RFI 33

ICOR ASSOCIATES, LLC

WALTER P. MOORE & ASSOCIATES C.2

18' - 11 1/2"

3' - 11 1/8"

6' - 8"

9 RFI 478

CONSULTING STRUCTURAL ENGINEER

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TEXAS FIRM REGISTRATION NO. F #16653

2' - 3 1/8"

11' - 1 7/8"

PROJECT MANAGER

DESIGN ARCHITECT

7' - 8"

1' - 7 3/4"

1' - 0"

LEGENDS PROJECT DEVELOPMENT

STEVEN HOLL ARCHITECTS

T.O.S +49'-0"

7' - 10 3/4"

7 1/2"

13' - 5 7/8"

9 RFI 477

1' - 3"

PHASE 1 GLASSELL SCHOOL OF ART

MUSEUM OF FINE ARTS, HOUSTON

1' - 10 3/4"

T.O.S +49'-0"

3' - 5 1/8"

1' - 0" TYP.

3/4" SLAB DEPRESSION

6' - 6"

RFI 281

3 1/2"

6' - 8 3/4" 2' - 4 3/4"

+45'-10"

5' - 9"

+47'-6"

10' - 1 3/4"

3 1/2"

7' - 0 1/4"

25.8

15' - 11 1/4"

1' - 7 1/4"

1' - 0 1/2"

2' - 8 5/8"

4' - 1 3/4" 5' - 3 1/8"

1' - 0" TYP. 6' - 4"

1' - 8" TYP.

3/4" SLAB DEPRESSION

1' - 0"

8' - 8 3/4" 5' - 8 1/2" 7' - 0 1/4"

5' - 8 1/8"

T.O.S +49'-0"

DOOR OPERATOR

1' - 3 1/4"

4' - 8 1/8" 12' - 11"

8' - 2 7/8"

7 1/2" 5' - 9 1/2"

1' - 0 1/2"

11' - 7"

+48'-10 1/2"

+47'-6"

5' - 0"

1' - 0"

10' - 8 1/8"

6' - 7 1/2"

6 7/8"

7 1/2" 7 5/8"

5/8"

6' - 0 7/8" 1' - 0 1/2"

11' - 0 3/4"

+48'-11 1/4"

3' - 8 1/2"

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

3' - 10 1/2" 7 1/2"

7 5/8"

DOOR CLOSER 5" DEEP

5' - 9"

DOOR CLOSER 5" DEEP

1' - 9"

L'OBSERVATOIRE INTERNATIONAL LIGHTING CONSULTANT

ARCHITECT'S SECURITY GROUP, INC.

5' - 4 1/2"

SECURITY CONSULTANT

3' - 0 3/4"

5' - 4 1/2"

JAFFE HOLDEN

AUDIOVISUAL CONSULTANT

JAFFEHOLDEN TECHNOLOGIES ACOUSTICAL CONSULTANT

B.4 8' - 2 1/2"

PROFESSIONAL SERVICE INDUSTRIES, INC. GEOTECHNICAL ENGINEERS

5' - 4 1/2"

PERSOHN/HAHN ASSOCIATES, INC.

VERTICAL TRANSPORTATION CONSULTANT

B.3

2' - 5 3/8"

3 1/2"

119' - 9" 13' - 9 1/4"

2' - 4" 4' - 8"

3' - 6 1/2"

2' - 6"

A.8

1' - 6 3/4"

18' - 3 3/8" 8' - 6 5/8" 1' - 3"

+43'-5 1/4"

A.3

1' - 0"

1' - 6"

9' - 6"

9' - 3"

7' - 0"

1' - 0" TYP.

3' - 9 3/8"

6' - 6"

4 RFI 33

3' - 3"

1' - 0" TYP.

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

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

3 1/2"

4' - 1 1/2"

MATCHLINE RE: 1 /GA3.37

2/24/2017 3:32:00 PM



     

   

 

  



17 FEB 2017

A.7

T.O.S +49'-0"

3/4" SLAB DEPRESSION



   

 

8 5/8"

10' - 7"

6' - 1"



2' - 6"



2.0%

7' - 3 5/8"

4' - 7 3/4"

3' - 6"



13' - 4"

7' - 9 1/2"

    

6' - 8"

1' - 0"



6' - 8"

16' - 9"



KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

5' - 4 1/2"

WORK SAMPLE ONLY

T.O.S +49'-9 1/2"

1' - 2 1/2"

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

T.O.S +48'-8 1/2"

3' - 2 3/8"

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

3 1/2"

127' - 2 1/2"

7' - 8"

1' - 1 3/4"

1' - 7 1/2"

23' - 0"

3 1/2"

3' - 4"

21' - 7 1/2"

7 1/2" 1' - 11"

15' - 6"

1' - 8 3/4" 6' - 5 1/4" +47'-6"

RFI 500 9

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D



8' - 11"

0.9%

19' - 10"

1' - 0 1/2"

6' - 8 7/8"

4' - 0"

82' - 6"

9 8 7 6 5 4 3 2 1 NO.

17 FEB 2017 26 SEP 2016 29 AUG 2016 17 MAR 2016 09 MAR 2016 26 FEB 2016 14 DEC 2015 30 SEP 2015 21 AUG 2015 DATE

COR NO. 23 COR NO. 17 COR NO. 15 COR NO. 4 REV. 2 COR NO. 4 REV. 1 COR NO. 4 ADDENDUM NO. 1 CONSTRUCTION BID ISSUE

CAD FILENAME

DRAWING TITLE

NORTH

SLAB PLAN LEVEL G1

KHA PROJECT NO.

SLAB PLAN - LEVEL G1

1/8" = 1'-0"

12024

DRAWING NUMBER

GA3.33

MFAH

KE ND AL L-H EA TO NA SSO CIA TES 7

1' - 3 1/2"

RFI 435 11 RFI 504 8' - 1"

5' - 9"

5' - 9 1/2"

9' - 2 1/2"

5' - 0"

1' - 0"

ELECTRICAL CLOSET 1

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 3

8' - 9"

1' - 8" 1 6

GA5.03

23 GA9.03

30GA9.52

7' - 8"

2GA9.73

IT 1

B.8

5' - 1 7/8"

12 GA9.03

1' - 7 1/4"

G144

G107 5' - 9" 4"

9' - 10 7/8" 2' - 4 5/8"

36 GA9.11

1 1/4"

MUSEUM OF FINE ARTS, HOUSTON

2' - 6"

OWNER

LEGENDS PROJECT DEVELOPMENT PROJECT MANAGER

9 RFI 429

20' - 2 3/4"

STEVEN HOLL ARCHITECTS DESIGN ARCHITECT

3GA9.71

GA5.02

ARCHITECT OF RECORD

11 1/2"

16 GA9.14

40 GA9.14

C.2

36' - 4 1/8"

CIVIL ENGINEER AND PARKING CONSULTANT TEXAS FIRM REGISTRATION NO. 1856

DEBORAH NEVINS & ASSOCIATES

5 GA9.11

LANDSCAPE CONSULTANT 7GA9.51

LORING CONSULTING ENGINEERS

LEED AND COMMISSIONING CONSULTANT

BREAK AREA 3 G128F

TRANSSOLAR

CLIMATE ENGINEER

JGL FOOD SERVICE CONSULTANTS FOOD SERVICE CONSULTANT

5 GA9.14

35 GA9.14

35 GA9.11

17 GA9.14

WALTER P. MOORE & ASSOCIATES

EQUIPMENT (N.I.C.) TYP

9' - 8"

G128E

ICOR ASSOCIATES, LLC

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TEXAS FIRM REGISTRATION NO. F #16653

GLASS PANEL RE: ELEVATION

G106

9' - 2"

REF.

G128D

OFFICE 3

1GA9.51

CERAMICS

GLASS PANEL RE: ELEVATION

29 GA9.14

G128C

OFFICE 2

11' - 10 3/4"

OFFICE 1

G130

23 GA9.14

STAIR 3

11 GA9.14

29GA9.71

CONSULTING STRUCTURAL ENGINEER

B.3

7GA9.51

GUY NORDENSON AND ASSOCIATES, LLP

7' - 6"

STRUCTURAL ENGINEER OF RECORD TEXAS FIRM REGISTRATION NO. 15712

9' - 9"

16 GA9.11

G128B

G128

17' - 4 3/8"

COPY 1

EQUIPMENT (N.I.C.) TYP.

28 GA9.14

OPEN OFFICE 1

4 GA9.14

G129

CARDNO HAYNES WHALEY

3' - 7"

G128A

4' - 8 1/4"

KENDALL/HEATON ASSOCIATES, INC.

TOILET 3

ILS 3

29 GA9.01

GLASS PANEL RE: ELEVATION

34 GA9.11

7' - 2"

23 GA9.01

35 GA9.01

B.4

C.4

7GA9.51 O.H.

1GA9.51 O.H.

5' - 2 1/2"

37' - 7 7/8"

7' - 6 1/4" 25GA3.63

C.5

PHASE 1 GLASSELL SCHOOL OF ART 7GA9.51

SCHED. SINK RE: PLUMB.

37 GA9.12

1' - 0"

8' - 0"

SCHEDULED LOCKERS

12 GA9.11

2' - 5 3/4"

5' - 7 3/8"

KNIPPERS HELBIG

11' - 11 5/8"

FACADE CONSULTANT

6 1/2"

35GA9.71

WORK SAMPLE ONLY

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

MUSEUM OF FINE ARTS, HOUSTON 1GA9.51 7

2GA9.73

12' - 4"

9' - 0"

11' - 11 1/8"

G106A

16' - 2"

1 GA9.12

20' - 8 7/8"

GLAZING

25 GA9.12

8' - 0"

13 GA9.12

L'OBSERVATOIRE INTERNATIONAL

LOCKABLE PANEL DOOR

LIGHTING CONSULTANT

ARCHITECT'S SECURITY GROUP, INC. SECURITY CONSULTANT

4GA7.02

3 GENERAL NOTES:

JAFFE HOLDEN

AUDIOVISUAL CONSULTANT

JAFFEHOLDEN TECHNOLOGIES

1. REFER TO TOILET ACCESSORY SCHEDULE ON GA9.41 FOR EYEWASH STATION SPECIFICATION.

ACOUSTICAL CONSULTANT

PROFESSIONAL SERVICE INDUSTRIES, INC. ENLARGED PLAN - GLASSELL - JUNIOR OFFICES

1/4" = 1'-0"

ENLARGED PLAN - GLASSELL - CERAMICS STUDIO



6' - 3"

 

13' - 6 1/8"

4' - 0 1/8" 2' - 8 7/8" 6' - 1"

1' - 6"



RFI 474

CAFE EQUIPMENT, TYP. RE: FOOD SERVICE

5' - 1"





32GA8.22

2 1/4"

37 GA9.11

G108



2' - 9"

8' - 5" 1' - 6"

EQUIPMENT (N.I.C.)

SCULPTURE/METAL SHOP

11 RFI 528

3 GA9.03 7' - 9"

10GA9.51 9 GA9.03

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

9 12' - 9"

2' - 8"

 8 1/2"

FIRE EXTINGUISHER TYPE: FEC-1

21' - 11 3/4"

32 GA9.12

2 GA9.12

12"X12" ACCESS PANEL - TYPE 8, FOR STE04 LED DRIVERS AT EXTERIOR STAIR 13 AND RAMP 11

9 GA9.11

8 GA9.11

2' - 8"

10' - 0 3/8"

20' - 9 1/2"

OVERHEAD COILING DOOR

9' - 10 1/2"

14 GA9.11

11 1/2"

14 GA9.12

2/24/2017 3:32:48 PM

CAFE STORAGE



C.4



2' - 8"



C.5

14' - 4 1/8"

4 GA9.11

G101A

12' - 5"

32' - 2 3/8"

SCHEDULED LOCKERS

15 GA9.11

41' - 5"

28 GA9.12

33GA8.22 18

EQUIPMENT (N.I.C) TYP.

3' - 4"

7 1/2"

25 GA9.11

G109



G103

SCHEDULED LOCKERS



1 GA9.11

INVESTMENT ROOM

EQUIPMENT (N.I.C)

JEWELRY

A.3 11

8' - 8 7/8"

27 GA9.03

G110





9' - 0"

G103A

22 GA9.12

4 GA9.12

33 GA9.12

21 GA9.12

12' - 4 1/2"

CLASSROOM

21 GA9.11

33 GA9.11

CHEMICAL ROOM 8



WINDOW RE: ELEVATION

3 GA9.11

13 GA9.11

FIRE EXTINGUISHER TYPE: FEC-1

21 GA9.03 6' - 3"

10 3/8"



CAFE EQUIPMENT, TYP. RE: FOOD SERVICE

2' - 10"



2 GA9.11



11 10 9 8 7 6 5 4 3 2 1 NO.

10GA9.51

A 5

9 RFI 429

GA5.01

OVERHEAD DOOR RE: ELEVATION

3 GA9.12

1 GA5.03 SCHEDULED SINK RE: PLUMBING

12"X12" ACCESS PANEL FOR WW01 DRIVER TYPE 8



     

   

 

  



17 FEB 2017



39 GA9.11

12' - 6 5/8"

2' - 6"

5' - 11"

3' - 8"



35 GA9.12

32 GA9.11

16' - 7 7/8"

3' - 5"

27 GA9.11

8' - 10 5/8"

11 1/2"

G103B

36 GA9.03

DIRTY ROOM WINDOW RE: ELEVATION 2' - 1"

40 GA9.12

EQUIPMENT (N.I.C.)

1' - 5" 1' - 10"

4' - 5"

20 GA9.11 9

26 GA9.11

3' - 0"



10 GA9.11



4' - 6"

45 GA9.11

1 GA9.11

38 GA9.11

G103C

EQUIPMENT (N.I.C.) TYP.

FD FD

4' - 11"

12' - 3"

16' - 3 1/8"



HAMMER ROOM SCHEDULED SINK RE: PLUMBING

31GA9.71

 FIRE EXTINGUISHER TYPE: FEC-1

4' - 10 1/2"



EQUIPMENT (N.I.C.)



4 GA9.03

GA5.01

39 GA9.12

5' - 0 1/8"

A.7

10 GA9.12

C.2

4' - 5 1/2"

   

7' - 10 1/8"



5 GA9.12

2' - 5 5/8"



25' - 0"

4' - 5 7/8"

9' - 5 5/8"

1' - 1"

3' - 11 5/8"

G111

27 GA9.12

10 7' - 9 1/8"

14' - 9 5/8"

    

7' - 10 1/2"

9 37' - 0 3/8"

12' - 9 1/8"



OVERHEAD COILING DOOR

8 6



1' - 6"

SCULPTURE/WOOD SHOP

OVERHEAD DOOR RE: ELEVATION

GEOTECHNICAL ENGINEERS

PERSOHN/HAHN ASSOCIATES, INC. 6

17 GA9.12

C.7

VERTICAL TRANSPORTATION CONSULTANT

GA5.03

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

1/4" = 1'-0"

44 GA9.11

1' - 4 3/4"



KE ND AL L-H EA TO NA SSO CIA TES 7

17 FEB 2017 07 OCT 2016 26 SEP 2016 09 SEP 2016 23 MAY 2016 01 APR 2016 18 MAR 2016 08 MAR 2016 14 DEC 2015 30 SEP 2015 21 AUG 2015 DATE

COR NO. 23 COR NO. 18 COR NO. 17 COR NO. 16 COR NO. 9 COR NO. 7 COR NO. 5 BUILDING PERMIT REV ADDENDUM NO. 1 CONSTRUCTION BID ISSUE

CAD FILENAME

DRAWING TITLE

ENLARGED PLANS

3 6

GENERAL NOTES:

1. REFER TO TOILET ACCESSORY SCHEDULE ON GA9.41 FOR EYEWASH STATION SPECIFICATION.

30GA9.52 12' - 11 1/2"

32' - 10 3/4" KHA PROJECT NO.

ENLARGED PLAN - GLASSELL - SCULPTURE STUDIO

MFAH

1/4" = 1'-0"

ENLARGED PLAN - GLASSELL - JEWELRY STUDIO

1/4" = 1'-0"

12024

DRAWING NUMBER

GA3.51

MATCHLINE RE: 1 /GA5.02

GA5.03

25.8

GA5.04

16' - 6"

MUSEUM OF FINE ARTS, HOUSTON

IT 4

MUSEUM OF FINE ARTS, HOUSTON OWNER

PHOTOGRAPHY 1

GA5.04

PHOTOGRAPHY 1A 35GA5.22

LEGENDS PROJECT DEVELOPMENT PROJECT MANAGER

STEVEN HOLL ARCHITECTS DESIGN ARCHITECT

16' - 8"

GALLERY 4GA3.54 TEMPORARY WALL

MEN'S ROOM 2

WOMEN'S ROOM 2

DRAWING/DESIGN 3

DIGITAL 2 7

LEVEL G2 65' - 8"

GA5.22

GA5.05

KENDALL/HEATON ASSOCIATES, INC. ARCHITECT OF RECORD

CARDNO HAYNES WHALEY

STRUCTURAL ENGINEER OF RECORD TEXAS FIRM REGISTRATION NO. 15712

GUY NORDENSON AND ASSOCIATES, LLP

16' - 8"

GLASS PANEL RE: INT. ELEV.

MEN'S ROOM 1

LOBBY 1

SCULPTURE/WOOD SHOP

ILS 1

AUDITORIUM

ILS 2

JUNIOR KILN ROOM 1

CONSULTING STRUCTURAL ENGINEER WATERPROOFING SYSTEM TYPE 3

ICOR ASSOCIATES, LLC

JUNIOR FASHION/DESIGN 1

JUNIOR CERAMICS 1

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TEXAS FIRM REGISTRATION NO. F #16653

WATERPROOFING SYSTEM TYPE 4

GLASS PANEL RE: INT. ELEV.

15' - 10"

LEVEL G1 49' - 0"

UPPER UPPER PARKING PARKING

LEVEL GB1 33' - 2" 11' - 0"

LOWER PARKING

WORK SAMPLE ONLY

PHASE 1 GLASSELL SCHOOL OF ART

17GA6.52

ADVANCED PAINTING

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

LEVEL G ROOF 101' - 0"

18' - 8"

T.O. ELEVATOR 117' - 6"

LEVEL G3 82' - 4"

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

WALTER P. MOORE & ASSOCIATES

CIVIL ENGINEER AND PARKING CONSULTANT TEXAS FIRM REGISTRATION NO. 1856

DEBORAH NEVINS & ASSOCIATES LANDSCAPE CONSULTANT 15GA6.44

LORING CONSULTING ENGINEERS

LEED AND COMMISSIONING CONSULTANT

TRANSSOLAR

CLIMATE ENGINEER

JGL FOOD SERVICE CONSULTANTS FOOD SERVICE CONSULTANT

KNIPPERS HELBIG

FACADE CONSULTANT

LEVEL GB2 22' - 2"

L'OBSERVATOIRE INTERNATIONAL LIGHTING CONSULTANT

ARCHITECT'S SECURITY GROUP, INC.

SECURITY CONSULTANT

RFI 386 5

JAFFE HOLDEN BENTONITE WATERPROOFING SYSTEM TYPE 1

LEVEL GB3 10' - 4"

AUDIOVISUAL CONSULTANT

JAFFEHOLDEN TECHNOLOGIES ACOUSTICAL CONSULTANT

PROFESSIONAL SERVICE INDUSTRIES, INC. GLASSELL BUILDING SECTION - GREEN ROOF 1

GA5.03

GA5.04

25.8





18' - 8"



OFFICE 8

OFFICE 9

OFFICE 10

OFFICE 11

41GA5.22

OFFICE 12

OFFICE 13

OFFICE 14

3 GA5.04

OFFICE 15

35GA5.22

16' - 8"

TEMPORARY WALL

GALLERY

DRAWING/DESIGN 6

16' - 8"

LEVEL G2 65' - 8"

DRAWING/DESIGN 5

SCULPTURE/METAL SHOP

LOBBY 1

JUNIOR DRAWING/DESIGN 2

DRAWING/DESIGN 4

15' - 10"

17 GA5.05

BENTONITE WATERPROOFING SYSTEM TYPE 2 WATERPROOFING SYSTEM TYPE 4

STAIR 3

JUNIOR STUDIO 1

WATERPROOFING SYSTEM TYPE 3 25GA5.22

LOBBY 2 OFFICE 1

OFFICE 2

OFFICE 3 13GA6.26

EDUCATION COURT ARRIVAL LOBBY

UPPER PARKING

11' - 0"

LEVEL GB1 33' - 2"

7 6 5 4 3 2 1 NO.

EDUCATION COURT ARRIVAL HALL

LOWER PARKING

11' - 10"

LEVEL GB2 22' - 2"

LEVEL GB3 10' - 4"

17 FEB 2017 26 SEP 2016 29 AUG 2016 01 APR 2016 26 FEB 2016 30 SEP 2015 21 AUG 2015 DATE

   

 

  



COR NO. 23 COR NO. 17 COR NO. 15 COR NO. 7 COR NO. 4 CONSTRUCTION BID ISSUE

CAD FILENAME

DRAWING TITLE

OVERALL SECTIONS

BENTONITE WATERPROOFING SYSTEM TYPE 1

5 RFI 386 2/24/2017 3:49:49 PM

13 GA5.22

FACULTY LOUNGE

JUNIOR DRAWING/DESIGN 1

LEVEL G1 49' - 0"

     

17 FEB 2017

ADVANCED PAINTING

LEVEL G3 82' - 4"



    

 

16' - 6"

1GA9.07

LEVEL G ROOF 101' - 0"



CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

PERSOHN/HAHN ASSOCIATES, INC.

VERTICAL TRANSPORTATION CONSULTANT



KE ND AL L-H EA TO NA SSO CIA TES 9

GEOTECHNICAL ENGINEERS

   

T.O. ELEVATOR 117' - 6"



MATCHLINE RE: 25GA5.02

1/8" = 1'-0"

BENTONITE WATERPROOFING SYSTEM TYPE 2

KHA PROJECT NO.

GLASSELL BUILDING SECTION - GREEN ROOF 2

1/8" = 1'-0"

12024

DRAWING NUMBER

GA5.01

MFAH

KE ND AL L-H EA TO NA SSO CIA TES 1' - 6"

C L

3/4" 45 LB. PARTICLEBOARD

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D 3/4" 45 LB. PARTICLEBOARD

FACE OF WALL

HARDWOOD EDGE BAND @ ALL EXPOSED PARTICLEBOARD EDGES

CH-1

3/4" 45 LB. PARTICLEBOARD BACK AND SIDES. PLASTIC LAMINATE, PL-2

3/4" 45 LB. PARTICLE BOARD PLASTIC LAMINATE, PL-2

1' - 9"

WVF-1

3' - 0" (N.T.S)

FACE OF WALL

3/4" 45 LB. PARTICLEBOARD ADJUSTABLE SHELF

HARDWOOD STILE

BACKING SHEET

LINE OF SHELF

4 WVF-1

6" = 1'-0"

DETAIL - COUNTERTOP DIVIDER PANEL

3" = 1'-0"

DETAIL - JAMB AT CABINET

6" = 1'-0"

SECTION - SHELF

1 1/2" = 1'-0"

PHASE 1 GLASSELL SCHOOL OF ART 12

3 2' - 1" U.N.O

MUSEUM OF FINE ARTS, HOUSTON

3/4" 45-LB. PARTICLEBOARD

2 1/2"

PROJECT MANAGER

STEVEN HOLL ARCHITECTS 1"

3/4" 45. LB PARTICLEBOARD ALL EXPOSED SURFACES TO BE CLAD IN PLASTIC LAMINATE, PL-2, @ 3'-0" O.C. MAX.

BACKING SHEET

BACKING SHEET JOHNSON CLEAT GLUED AND SCREWED TO STUDS

1 1/2" = 1'-0"

JUNIOR CLOSET JAMB AT DOOR, TYP.

6" = 1'-0"

TYPICAL LOCKER ELEVATION

3" = 1'-0"

DETAIL - JAMB AT CABINET CORNER

6" = 1'-0"

COUNTERTOP MID PANEL SUPPORT

1' - 0" TYP.

2' - 1" U.N.O

5 RFI 495

2 3/8"

1' - 8"

5MM HOLES, 1" APART

7 3/8"

ICOR ASSOCIATES, LLC

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TEXAS FIRM REGISTRATION NO. F #16653

CH-1/CH-5

WALTER P. MOORE & ASSOCIATES

CIVIL ENGINEER AND PARKING CONSULTANT TEXAS FIRM REGISTRATION NO. 1856

1' - 1"

1 1/2" = 1'-0"

SECTION - UPPER CABINET

1 1/2" = 1'-0"

2 3/8"

EPOXY RESIN COUNTERTOP ERC-1

LORING CONSULTING ENGINEERS

LEED AND COMMISSIONING CONSULTANT

TRANSSOLAR

LOCKER PERFORATION

CLIMATE ENGINEER

3/4" 45 LB. PARTICLEBOARD WITH ALL EXPOSED SURFACES CLAD IN PLASTIC LAMINATE, PL-2

7 3/8"

JGL FOOD SERVICE CONSULTANTS

3/4" 45-LB. PARTICLEBOARD

FACADE CONSULTANT

1/4" HARDWOOD BOTTOM (TYP.)

L'OBSERVATOIRE INTERNATIONAL LIGHTING CONSULTANT

ARCHITECT'S SECURITY GROUP, INC. SECURITY CONSULTANT

PLASTIC LAMINATE

KNIPPERS HELBIG

1/2" HARDWOOD SIDES (TYP.) CH-6

3' - 0"

LINE OF SHELF

BACKING SHEET

7 3/8"

1' 10 3/8" TYP. (N.T.S.)

2' - 10"

5MM HOLES, 32 MM APART CH-1

R= 1/4"

TOP OF FINISH FLOOR

NOTE: SCHEDULED LOCKER IN SCULPTURE ROOM

SCHED. FLOOR.

TOP OF FINISH FLOOR

JAFFE HOLDEN

7 3/8"

3/4" 45-LB. PARTICLEBOARD BASE 1/2"

BLOCK AS NECESSARY FOR LOCKER INSTALLATION

SCHED. LOCKER HEIGHT

3/4" 45 LB. PARTICLEBOARD BEYOND W/ ALL EXPOSED SURFACES CLAD IN PLASTIC LAMINATE, PL-2

FOOD SERVICE CONSULTANT

PLASTIC LAMINATE

2' - 10" TYP. U.N.O.

HARDWOOD STILE SCRIBE TO FIT

7 3/8"

3/4" 45-LB. PARTICLEBOARD

WVF-1

PLASTIC LAMINATE PL-2 CH-2

2 1/2"

FACE OF WALL

SCHEDULED LOCKER WIDTH

DEBORAH NEVINS & ASSOCIATES LANDSCAPE CONSULTANT

2' - 1" U.N.O

EPOXY RESIN COUNTERTOP ERC-1 (@ PRINTMAKING RM. ONLY)

CONSULTING STRUCTURAL ENGINEER

SECTION - BASE CABINET W/ DRAWER

STRUCTURAL ENGINEER OF RECORD TEXAS FIRM REGISTRATION NO. 15712

GUY NORDENSON AND ASSOCIATES, LLP

CH-2

PLASTIC LAMINATE

NOTE: SCHEDULED LOCKER IN JEWELRY, CERAMICS, PRINTMAKING, AND PHOTOGRAPHY ROOM

ARCHITECT OF RECORD

CARDNO HAYNES WHALEY

CH-4

10"

SCHED. FLOORING

KENDALL/HEATON ASSOCIATES, INC.

PLASTIC LAMINATE PL-2

10"

PLASTIC LAMINATE

DESIGN ARCHITECT

1/4" PLYWOOD BACK

3/4" 45-LB. PARTICLEBOARD

3/4" 45-LB. PARTICLEBOARD BASE CH-1 SCHED. BASE 3"

LEGENDS PROJECT DEVELOPMENT

3/4" 45-LB. PARTICLEBOARD

R= 1/4"

CH-1 AT DOOR

LINE OF SHELF BELOW

FACE OF WALL

3' - 0" U.N.O

4 3/4"

CH-4 5MM HOLES, 32 MM APART BACKING SHEET

CH-1

3/4" 45-LB. PARTICLEBOARD

OWNER

CH-1/CH-5

1/4" PLYWOOD BACK

HARDWOOD CLOSURE BLOCK - SCRIBE TO FIT

1' - 0" TYP.

CH-2

EPOXY RESIN COUNTERTOP ERC-1

FACE OF WALL

45°

1/4" HARDWOOD BOTTOM

1/4" PLYWOOD BACK

5 RFI 562

LOCKER PERFORATION

CH-1/CH-5

1' - 6"

10"

WVF-1

2' - 10" TYP. U.N.O.

1/2" HARDWOOD SIDES

2'-10" TYP. U.N.O

CH-2

1/4" 2 3/4"

CH-6

3/4"

1' - 0" TYP.

2 x 4 FRAMING PLASTIC LAMINATE PL-2

2 1/2"

WORK SAMPLE ONLY

JUNIOR CLOSET JAMB AT WALL, TYP. EPOXY RESIN COUNTERTOP ERC-1

2' - 1" U.N.O.

MUSEUM OF FINE ARTS, HOUSTON

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

PLASTIC LAMINATE

ALIGN TO EDGE OF COUNTER

1' - 3" VARIES TO FIN. FLOOR. RE: ELEV. VARIES TO FIN. FLOOR. RE: ELEV.

1/4" PLYWOOD BACK

AUDIOVISUAL CONSULTANT

JAFFEHOLDEN TECHNOLOGIES 4"

3/4"

SCHED. LOCKER BASE

ACOUSTICAL CONSULTANT

3" SCHED. BASE

PROFESSIONAL SERVICE INDUSTRIES, INC. 6" = 1'-0"

SECTION - COUNTERTOP

1 1/2" = 1'-0"

6 7/8"

CH-2 1"

3/4" 45-LB. PARTICLEBOARD CH-4 1/4" PLYWOOD BACK BACKING SHEET

3/4" 45-LB. PARTICLEBOARD BASE CH-1 SCHED. BASE

SCHED. FLOOR.

SPECIFIED FAUCET RE: PLUMBING

MANIFOLD WALL CABINET AT DOOR FRAME, TYP.

3" = 1'-0"

SCHED. BASE

ENLARGED JAMB DETAIL - WINDOW

BACKING SHEET

3" = 1'-0"

SECTION - COUNTERTOP

1 1/2" = 1'-0"

SECTION - BASE DRAWING CABINETS

CH-1

SCHED. FLOORING

1 1/2" = 1'-0"

SECTION - BASE CABINET W/OUT DRAWER

1 1/2" = 1'-0"

EPOXY RESIN COUNTERTOP ERC-1

SHELF

SCHEDULED PARTITION

NOTCH SHELF TO RECEIVE BRACKET CH-1

1/4"

STEEL FRAME

SCHEDULED PARTITION 2' - 1" TYP. U.N.O. 1" 8' - 0"

SCHED. BASE

ENLARGED JAMB DETAIL - WINDOW

2' - 1" TYP. U.N.O. 1"

3 1/2"

4 1/2"

C L

11"

3 1/2"

SPECIFIED FAUCET RE: PLUMBING

EPOXY RESIN COUNTERTOP ERC-1

1/2" HARDWOOD SIDES (TYP.) CH-6

PLASTIC LAMINATE

1/4" HARDWOOD BOTTOM (TYP.) HARDWOOD STILE SCRIBE TO FIT

LIFT HANDLE FOR PANEL REMOVAL

PLASTIC LAMINATE PL-2

REMOVABLE PANEL 3/4" PLYWOOD W/ PLAS. LAM. ALL SIDES ON CONCEALED CLIPS

1/4" PLYWOOD BACK BACKING SHEET

SCHED. FLOORING

SCHEDULED DOOR

3/4"

SCHED. BASE

5 17 FEB 2017 COR NO. 23 4 07 OCT 2016 COR NO. 18 3 14 DEC 2015 ADDENDUM NO. 1 2 30 SEP 2015 CONSTRUCTION 1 21 AUG 2015 BID NO. DATE ISSUE

DRAWING TITLE

INTERIOR DETAILS

11" 9"

SCHED. FLOORING SCHED. BASE

KHA PROJECT NO.

JUNIOR CLOSET PLAN, TYP.

MFAH

1 1/2" = 1'-0"

JUNIOR CLOSET SECTION, TYP.

1 1/2" = 1'-0"

DETAIL - JAMB AT WALL

6" = 1'-0"

SECTION - BASE DRAWING CABINETS



CH-1

  

CAD FILENAME

1/4" PLYWOOD BACKING

3/4" 45-LB. PARTICLEBOARD BASE CH-1 SCHED. BASE

 

28GA9.72

SCHED. FLOOR.

1/2"

2/24/2017 4:07:30 PM

1' - 3 1/2"

3/4" 45-LB. PARTICLEBOARD BASE

7 3/8"

30GA9.72

   

SPECIFIED SINK RE: PLUMBING

1' - 6"

CH-2

2' - 10"

PLASTIC LAMINATE PL-2 CH-2 3/4" 45-LB. PARTICLEBOARD

CH-1

CH1/CH5

6" MAX.

FACE OF WALL

2' - 3"

29GA9.72

1' - 4"

29GA9.72

REFER TO ARCH. PLAN

WVF-1 WHERE APPLICABLE

11"

31GA9.72

3" = 1'-0"

1' - 4"

25GA9.72

C L

6" MAX.

3" = 1'-0"

7 3/8"

MANIFOLD WALL CABINET AT WALL CORNER, TYP.

7 3/8"

3' - 6"

1 1/2" = 1'-0"

EPOXY RESIN COUNTERTOP ERC-1

7 3/8"

SECTION - KNEE SPACE AT UNDER-MT. SINK

4 1/2"

2' - 1" U.N.O

8 1/2"

CH-1

     

3/4" PLYWOOD BACK

SCHED. FLOORING

1/4" 2 3/4"

WVF-1

1/4"

2' - 3"

1' - 6"

2' - 10"

SCHEDULED PARTITION

11"

1/4" ANODIZED ALUM. PLATE

1 1/2" CLEAR

1/2" x1/2" ALUM. FRAME

CH-9

MANIFOLD WALL CABINET

2' - 3"

REMOVABLE PANEL 3/4" PLYWOOD W/ PLAS. LAM. ALL SIDES ON CONCEALED CLIPS

1' - 5"

SCHEDULED GLAZING

CH-10

PLASTIC LAMINATE PL-2

2' - 10"

STEEL STUD

LIFT HANDLE FOR PANEL REMOVAL

SOLID INTERCEPTOR RE: PLUMBING

1' - 4"

1/4" PLYWOOD BACKING

1' - 4"

6" MAX.

SPECIFIED SINK RE: PLUMBING



17 FEB 2017

TOP OF FINISH FLOOR

3 1/2"



3/4" 45-LB. PARTICLEBOARD BASE



11"

5MM HOLES, 32 MM APART

1' - 6"



6 7/8" 6 7/8"

1/4" HARDWOOD BOTTOM (TYP.)

SCHEDULED PARTITION

REFER TO ARCH. PLAN

C L

 

2' - 10"

1/2" HARDWOOD SIDES (TYP.) CH-6

    

CH-2 PLASTIC LAMINATE PL-2

3/4" 45 LB. PARTICLEBOARD WITH ALL EXPOSED SURFACES CLAD IN PLASTIC LAMINATE, PL-2 SCHEDULED GLASS RE: ELEVATION

PERSOHN/HAHN ASSOCIATES, INC.

VERTICAL TRANSPORTATION CONSULTANT

4" CH1/CH5

PLASTIC LAMINATE PL-2

1/4" ANODIZED ALUM. PLATE

GEOTECHNICAL ENGINEERS



1' - 1 1/2"

EPOXY RESIN COUNTERTOP ERC-1

2' - 1" U.N.O. EPOXY RESIN COUNTERTOP ERC-1

2' - 10"

EPOXY RESIN COUNTERTOP ERC-1

1/4"

1 1/2"

1 1/2" = 1'-0"

2 1/2"

2' - 1" U.N.O 3

CLEAR

2' - 10"

SECTION - BASE DRAWING CABINETS 4

SCHEDULED DOOR FRAME

MANIFOLD WALL CABINET

2' - 1" U.N.O

   

DETAIL - CABINET JAMB AT WALL 3

SCHEDULED PARTITION

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D



3" = 1'-0"

1/4" 2 3/4"

TYPICAL LOCKER ELEVATION



KE ND AL L-H EA TO NA SSO CIA TES

2' - 10" TYP. U.N.O.

6" = 1'-0"

6 7/8"

JUNIOR CLOSET BASE, TYP.

2 1/2"

1 1/2" = 1'-0"

1/4"

SECTION - COUNTERTOP

1 1/2" = 1'-0"

SECTION - KNEE SPACE AT UNDER-MT. SINK

1 1/2" = 1'-0"

SECTION - KNEE SPACE AT UNDER-MT. SINK

1 1/2" = 1'-0"

12024

DRAWING NUMBER

GA9.72

ROOF LANDSCAPE RE: 1 /GA3.06

SCHEDULED PARTITION

MER 2

PHOTOGRAPHY 1

G329

G322

4' - 4 5/8"

SCHEDULED DOOR

3' - 7 1/2"

5' - 10"

3 1/2"

3' - 4"

LEVEL G3 82' - 4"

TOPPING SLAB RE: STRUCTURE

STRUCTURAL BEAM RE: STRUCTURE

12' - 8"

(INSIDE CLEAR DIMENSION)

3' - 1"

2' - 2 1/2"

13' - 0"

EQUIPMENT (N.I.C), TYP.

STRUCTURAL HOLLOW PLANKS RE: STRUCTURE

1' - 0 7/8"

PHASE 1 GLASSELL SCHOOL OF ART

MUSEUM OF FINE ARTS, HOUSTON OWNER

LEGENDS PROJECT DEVELOPMENT PROJECT MANAGER

STEVEN HOLL ARCHITECTS DESIGN ARCHITECT

KENDALL/HEATON ASSOCIATES, INC. ARCHITECT OF RECORD

CARDNO HAYNES WHALEY

STRUCTURAL ENGINEER OF RECORD TEXAS FIRM REGISTRATION NO. 15712

GUY NORDENSON AND ASSOCIATES, LLP CONSULTING STRUCTURAL ENGINEER

ICOR ASSOCIATES, LLC

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TEXAS FIRM REGISTRATION NO. F #16653

WALTER P. MOORE & ASSOCIATES

CIVIL ENGINEER AND PARKING CONSULTANT TEXAS FIRM REGISTRATION NO. 1856

DEBORAH NEVINS & ASSOCIATES LANDSCAPE CONSULTANT

LORING CONSULTING ENGINEERS

3' - 0"

2' - 10"

WORK SAMPLE ONLY

SCHEDULED PARTITION

MUSEUM OF FINE ARTS, HOUSTON

COPYING/DISTRIBUTION OF THIS INFORMATION IS PROHIBITED

STRUCTURAL HOLLOW PLANKS RE: STRUCTURE

KE ND AL L-H EA TO NA SSO CIA TES

CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

LEED AND COMMISSIONING CONSULTANT

TRANSSOLAR 2"

CLIMATE ENGINEER

(INSIDE CLEAR DIMENSION)

JGL FOOD SERVICE CONSULTANTS FOOD SERVICE CONSULTANT

KNIPPERS HELBIG

FACADE CONSULTANT

L'OBSERVATOIRE INTERNATIONAL LIGHTING CONSULTANT

CUSTOM STAINLESS STEEL SINK

ARCHITECT'S SECURITY GROUP, INC. 2' - 6"

SECURITY CONSULTANT

CORRIDOR 9 SCHEDULED CEILING 4 /GA3.64 RE: RCP

JAFFEHOLDEN TECHNOLOGIES ACOUSTICAL CONSULTANT

(INSIDE CLEAR DIMENSION)

PROFESSIONAL SERVICE INDUSTRIES, INC. GEOTECHNICAL ENGINEERS C L 2' - 6"

VARIES

KE ND AL L-H EA TO NA SSO CIA TES

PERSOHN/HAHN ASSOCIATES, INC.

VERTICAL TRANSPORTATION CONSULTANT

1' - 0"

NO SHARP CORNERS. R=5/8" TYP.



SCHEDULED PARTITION

1 1/2" = 1'-0"

STAINLESS STEEL OVERHEAD SHELF

1' - 4"

10' - 0"

3' - 8"

PHOTOGRAPHY DARKROOM SINK PLAN - SK-7

EXHAUST DUCT RE: MECHANICAL

CUSTOM STAINLESS STEEL SINK

 

  



1' - 1"

2' - 10" 2' - 3"

3' - 4"

3 17 FEB 2017 COR NO. 23 2 14 DEC 2015 ADDENDUM NO. 1 1 30 SEP 2015 CONSTRUCTION NO. DATE ISSUE CAD FILENAME

DRAWING TITLE

REF. LEVEL

2/24/2017 4:07:38 PM

   

3' - 4"

2' - 3"

5' - 4"

4' - 8"

2' - 0"

CUSTOM STAINLESS STEEL SINK

EXHAUST VENTILATION INSIDE BACKSPLASH

     

17 FEB 2017

UPPER CABINET RE: ELEVATION





5/ 8"

    



 



HSS 4X4X1/4" BEYOND



CO PY ING /D IST RIB UT ION OF TH IS INF OR MA TIO NI SP RO HIB ITE D

   

5' - 0"

1/2" = 1'-0"

5' - 4"

ENLARGED SECTION - PHOTOGRAPHY CLOSET

JAFFE HOLDEN

AUDIOVISUAL CONSULTANT

4' - 0 1/2"



G221

5' - 5 3/8"

SHELF ABOVE

INTERIOR DETAILS

2 KHA PROJECT NO.

PHOTOGRAPHY FILM SINK SECTION - SK-7

1 1/2" = 1'-0"

PHOTOGRAPHY DARKROOM SINK ELEVATION - SK-7

1 1/2" = 1'-0"

12024

DRAWING NUMBER

GA9.74

MFAH

ILOFTROP elpmas krow

arebu adnilem