2016 - Prince George Community College - CD

MTL-01 MTL-02

MTL-02

EXTERIOR ENVELOPE SYSTEM NOTES:

MTL-01

•

ALL EXTERIOR ENVELOPE SYSTEM CODES ON THIS DRAWING ARE FOR REFERENCE ONLY.

•

FOR EXTERIOR ENVELOPE ASSEMBLIES, SEE DEVELOPED ELEVATIONS, SHEETS A211 THROUGH A217 AND SPECIFICATIONS.

•

FOR ROOFASSEMBLIES, SEE A105 - LOWER ROOF PLAN AND A106 - UPPER ROOF PLAN.

•

LVR-01

SHEETS ARE REFERENCED

A2XX

DEVELOPED ELEVATION SHEET TAG.

A10X

ROOF PLAN SHEETS TAG.

EXTERIOR ENVELOPE SYSTEM LEGEND WALL SYSTEMS

A211

A211

A215

A215

MTL-01 VERTICAL CORRUGATED CLADDING - 4" DEPTH

BRK-01

BRK-01

1

A211

WEST FACADE

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

A217

MTL-01

PRINCE GEORGE'S COMMUNITY COLLEGE

A216

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Exterior Envelope Package

A211

MTL-02 VERTICAL CORRUGATED CLADDING - ¾ DEPTH

MTL-04

MTL-01

MTL-03 INSULATED METAL PANELS

EXP JT-01

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

MTL-04 COMPOSITE METAL PANELS

MTL-01 MTL-02

ASSOCIATE ARCHITECT:

BRK-01 BRICK TYPE 1

KPN ARCHITECTS

MTL-01

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

CMU-01 CONCRETE MASONRY UNIT

LVR-01

MTL-01

THEATER:

THEATRE CONSULTANTS COLLABORATIVE, INC.

EXP JT-01 EXPANSION JOINT

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

LVR-01 LOUVER TYPE 1

ACOUSTICS A/V:

JAFFE HOLDEN

MTL-03

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

LVR-01 LOUVER TYPE 2

STRUCTURAL:

CAGLEY & ASSOCIATES

BRK-01

2

BRK-01

NORTH FACADE

A212

A212 A214

A213

A216

MTL-01

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

ROOF SYSTEMS

MEP, FIRE PROTECTION, & ENERGY:

A212

A217

MTL-02

ROOF SYSTEMS LEGEND

A213

HENRY ADAMS, LLC

RFA-01 SLOPED MEMBRANE ROOF

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

RFA-02 FLAT BUILT-UP ROOF

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE

RFA-03 EXISTING ROOF RESURFACED

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

AB CONSULTANTS

MTL-01

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professio engineer under the laws of the State of Maryland, License No.____________, Expiration Date_________

RFA-04 EXISTING ROOF RESURFACED AND MODIFIED SLOPES

MTL-01

MTL-01

SEAL:

LVR-01 LVR-01

MTL-01

MTL-01

RFA-02

LVR-02

A106

A105

A106

The Contract Documents for the indicated public improvement were prepared under my supervision and, best of my knowledge, information, and belief, they com with the relevant building codes of the State of Maryland

A106

BRK-01 BRK-01 EXP JT-1

A214

3

A214

EAST FACADE

A214

A213

A214

A213 MTL-04

A216

MTL-01

A106

A217

MTL-02

A106 KEYPLAN

A105

MTL-02 D:\Revit Local\QUEEN ANNE_Central_DChia.rvt

RFA-02

ISSUE NAME: REV: DATE

A106

MTL-01 MTL-02

A106

EXP JT-1

MTL-01

CMU-01

BRK-01

DESCRIPTION BID DOCUMENTS

RFA-03

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

A105

EXTERIOR ENVELOP SYSTEM DIAGRAMS

A211

LVR-02 10/13/2015 1:15:24 PM

10.05.2015

A106

BRK-01

A105

DATE:

A105

EXP JT-01

MTL-01

SOUTH FACADE

A215

5

A215

10.05.2015 As indicated

DR/CHECK BY: Author

A350

RFA-01

4

SCALE:

ROOF SYSTEMS

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED

10.6

2

10

A353

7.8

PAINTED METAL COPING

A353

9

6'-0"

MECH PENTHOUSE (+40' 6") 180' - 6" TOP OF SLAB 180' - 2 1/2"

PAINTED METAL TRIM, TYPE TR-01

7'-6 1/4"

EXPANSION JOINT, AT 20' O.C., TYP. PAINTED METAL COPING, TYP.

7.5

EXPANSION JOINT, AT 20' O.C., TYP.

4 _____

T5

5'-0"

3'-11 3/4"

PAINTED METAL TRIM, TYPE TR-05

7 _____ 3 _____

2 _____

W2-6

A522

6"

5'-0"

ROOF FLASHING ON CONCRETE MASONRY CURB

A522

A522

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

TOP OF LOUVER 188' - 6"

A522

8 _____ A522

MECH PENTHOUSE (+40' 6") 180' - 6"

2'-0"

21'-6"

10'-0"

4'-11 11/16"

LEVEL 02 (+15' -9") 155' - 9"

4 _____

5'-0"

6

2 3

7.5

TOP OF LOUVER 194' - 4"

1 _____

5

4

PAINTED METAL TRIM, TYPE TR-01

A522

A504

10.1

STEEL HEADER, SEE STRUCT. DRAWINGS

5 _____

8 _____

A522

7 1

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

11

8

PRINCE GEORGE'S COMMUNITY COLLEGE

12

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Developed Elevations

2

A504

43'-0"

ENLARGED ELEVATION - NORTH DANCE

7

6

1/8" = 1'-0"

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

NORTH ELEVATION - MECHANICAL ROOM 1/8" = 1'-0"

KEYPLAN

ASSOCIATE ARCHITECT:

KPN ARCHITECTS

1/64" = 1'-0"

13

8 6 A212

7

6

2 A353

10.1

T5

T4

THEATER:

-

OBJECT

-

SURFACE

7.5 7.8 7.9 10.1

7.5

STEEL FRAME, SEE STRUCT. DRAWINGS

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

KEYNOTES:

THEATRE CONSULTANTS COLLABORATIVE, INC. 6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

VERTICAL CORRUGATED CLADDING - 4" DEPTH (MTL-01) COMPOSITE METAL PANELS (MTL-04) BRICK TYPE 1 (BRK-01) ARCHITECTURAL LOUVER

ACOUSTICS A/V:

JAFFE HOLDEN

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

1

PAINTED METAL COPING

A353

T2

EXPANSION JOINT AT 20' O.C., TYP.

STRUCTURAL:

CAGLEY & ASSOCIATES 6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

LOCATION OF OPEN MECHANICAL EQUIPMENT AREAWAY 3

1

7.5

A352

A352

MEP, FIRE PROTECTION, & ENERGY:

HENRY ADAMS, LLC 7 _____ A522

2

PAINTED METAL COPING

L3-1

A354

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

PREFABRICATED CORNER COPING, TYP.

8 _____

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCA

A522

T.O. PARAPET 182' - 6"

AB CONSULTANTS

MECH PENTHOUSE (+40' 6") 180' - 6"

7 _____ A527

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

8 _____ A527

11 _____

NORTH CHILLER LEVEL (33'-2") 173' - 2"

A502

I hereby certify that these documents were prepared o approved by me, and that I am a duly licensed profes engineer under the laws of the State of Maryland, License No.____________, Expiration Date________

6 _____

SEAL:

A522

W1-10

A504

5 _____

A504

6'-0"

10'-0"

EL. 139.95'

16'-0"

21'-4"

16 BRICK COURSES

C.J.

16'-0"

32 BRICK COURSES

C.J.

C.J.

12'-4"

16 BRICK COURSES

C.J.

18 BRICK COURSES + 4"

7 _____

5'-4 7/8"

3'-4"

C.J.

EL. 139.0'

10'-8"

5 BC

C.J.

C.J.

16 BRICK COURSES

16'-0"

24 BRICK COURSES

C.J.

27'-0"

LEVEL 02 (+15' -9") 155' - 9"

W1-7

ANGLED SURFACE SEE 1/A212

21'-4"

5'-4"

32 BRICK COURSES

C.J.

C.J.

8 BC

21'-4"

C.J.

32 BRICK COURSES

8'-0"

C.J.

LEVEL 01 (+0' - 0") 140' - 0"

PAINTED METAL TRIM, TYPE TR-01 EL. 140.0'

12 BC

140.0'

EL. 139.0'

EL. 139.0'

7.9

1/8" = 1'-0"

4

BB

3

CC

A352

A352

2

3

A

2

7.9

1

A352

1

7.9

SF2-2

CONTROL JOINT LEVEL 02 (+15' -9") 155' - 9"

15'-4"

15'-4"

6 _____

7.9

6'-0"

4

2 _____

W1-5

A521

LEVEL 01 (+0' - 0") 140' - 0"

LEVEL 01 (+0' - 0") 140' - 0"

2 _____

7 BC + 4"

C.J.

NORTH ELEVATION - VESTIBULE B

3

1/8" = 1'-0"

2

1/8" = 1'-0"

6'-0"

A521

NORTH ELEVATION - D

1

1/8" = 1'-0"

LEVEL 01 (+0' - 0") 140' - 0"

13'-0"

4'-4"

8'-8"

4'-4"

13'-0"

5'-0"

19 BRICK COURSES + 4"

6 BC + 4"

13 BC

6 BC + 4"

19 BRICK COURSES + 4"

7 BC + 4"

C.J.

C.J.

C.J.

DEVELOPED ELEVATIONS - NORT

1 _____

SIM

A501

5'-0"

19'-1 11/16"

NORTH ELEVATION - B

W1-4

3'-10 1/2"

LEVEL 01 (+0' - 0") 140' - 0"

9 BRICK COURSES

10/14/2015 9:51:49 PM

W1-6

EL. 140.0'

EL. 139.5'

FOR REVIEW ONLY, NOT FOR CONSTRUCTIO

LEVEL 02 (+15' -9") 155' - 9"

7.9

A521

PRECAST CONCRETE SILL, TYP.

SF1-4N

A521

BID DOCUMENTS

A521

1 _____

8" HT. MOUNTED METAL PIN LETTERS

15'-4"

A504

W2-2

CONTROL JOINT

3 _____

DESCRIPTION

2 _____

8'-11 3/4"

7.8

LEVEL 02 (+15' -9") 155' - 9"

10.05.2015

165' - 0"

6'-1 1/2"

LEVEL 02 (+15' -9") 155' - 9"

SOFFIT

STEEL POST AND SILL CHANNEL AT WINDOWS, SEE STRUCT. DRAWINGS

8 _____

CONTROL JOINT

REV: DATE

A503

5 BC

A502

ISSUE NAME:

A352

2 _____

3'-4"

7.5

The Contract Documents for the indicated public improvement were prepared under my supervision an best of my knowledge, information, and belief, they co with the relevant building codes of the State of Maryla

STEEL HEADER, SEE STRUCT. DRAWINGS, TYP. PAINTED METAL TRIM, TYPE TR-05

5'-4"

C.J.

PAINTED METAL TRIM, TYPE TR-01

STEEL POSTS AND SILL CHANNEL, SEE STRUCT. DRAWINGS, TYP.

A502

W1-8

7.9

NORTH ELEVATION - A

STEEL HEADER, SEE STRUCT. DRAWINGS, TYP.

A502

EL. 139.95'

A504

5'-0"

5

W1-9

A504

5 _____

7 BC + 4"

D:\Revit Local\QUEEN ANNE_Central_DChia.rvt

9 _____

10'-0 1/2"

9 _____

EL. 139.5'

A502

A504

SOFFIT 150' - 0" GFRC COLUMN COVER

7 _____

3 _____

8'-11 1/4"

PRECAST CONCRETE SILL, TYP.

165' - 0"

8 _____

W2-4

3'-2 3/4"

W2-5

6'-1 1/2"

A522

PAINTED METAL TRIM, TYPE TR-01

3'-10 1/2"

ANGLED SURFACE SEE 7/A212

SOFFIT

5 _____

C.J.

DATE:

EL. 139.0'

SCALE:

10.05.2015 As indicated

DR/CHECK BY: Author

C.J.

A212

NORTH ELEVATION - E 1/8" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCE

HH 1

10.1 7.5

10 _____ A506

PAINTED METAL COPING 6'-0 3/4"

14'-0" +/-

2 L3-5

6 _____

BASE WALL FLASHING AT ROOF

A506

5 _____

LINE OF ROOF ALUMINUM LOUVER

6 _____

A505

6'-2 1/2"

PAINTED METAL ROOF INTERSECTION FLASHING WRAP OVER CORNER, SEAL ALL LAPS WITH ROOFING

EXPANSION JOINT AGAINST EXTG. HALLAM THEATER ROOF. BASE WALL FLASHING AT ROOF

A505

HALLAM ROOF (+33' - 9 1/4") 173' - 9 1/4"

BASE WALL FLASHING AT ROOF

5

UU

4

EAST ELEVATION - SOUTH MECH ROOM

KEYPLAN

1/8" = 1'-0"

TT

SS

3

5

RR

QQ

PP

OO

NN

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

KEYNOTES:

MM 3 A355

-

OBJECT

-

SURFACE

ASSOCIATE ARCHITECT:

KPN ARCHITECTS

7.5

7.5 7.8 7.9 10.1 10.11

11 _____ A507

PAINTED METAL COPING STEEL BRACE FRAME, SEE STRUCT. DRAWING

VERTICAL CORRUGATED CLADDING - 4" DEPTH (MTL-01) COMPOSITE METAL PANELS (MTL-04) BRICK TYPE 1 (BRK-01) ARCHITECTURAL LOUVER LOUVER TYPE 2 - FRAMED LOUVER (LVR-02)

18" HT. MOUNTED METAL PIN LETTERS

7 _____

THEATER:

THEATRE CONSULTANTS COLLABORATIVE, INC. 6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

JAFFE HOLDEN

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

11 _____ A506

STEEL POST AND SILL CHANNEL AT WINDOWS, SEE STRUCT. DRAWINGS

STRUCTURAL:

6 _____

PAINTED METAL TRIM, TYPE TR-05

W3-1

A526

BRICK LEDGE +170'-11"

10 _____

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

W3-8

A521

MEP, FIRE PROTECTION, & ENERGY:

7 _____

6 _____

A506

A501

HENRY ADAMS, LLC

LEVEL 03 SOUTH (+32' 0") 172' - 0" STEEL HEADER, SEE STRUCT. DRAWING

7 _____

6 _____

A502

A507

7.9

CAGLEY & ASSOCIATES

ANGLED SURFACE, SEE 5/A214

A501

STEEL HEADER, SEE STRUCT. DRAWING

5 _____

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501 CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

W2-12

A526

W2-11

A521

4 _____

BRICK LEDGE +157'-4"

A506

W2-10

7 _____ 8 _____

L1-2

CONTROL JOINT

1 _____

A506

9 _____

L1-1

A525

A506

3 _____

8'-2 1/2"

+140.0'

2 _____

10.1

A506

18'-0"

15'-4"

11'-0"

6 BC + 4"

24 BRICK COURSES

27 BRICK COURSES

23 BRICK COURSES

16 BRICK COURSES + 4"

CJ

CJ

6'-5"

9'-4" 14 BRICK COURSES

3'-5"

2'-8"

+140.0'

PAINTED HOLLOW METAL DOOR AND FRAME (TYP.)

2 _____

A507

16'-0"

CJ

+140.0'

+140.0'

4'-4"

4

A525

+140.0'

+140.0'

10.11

SEAL:

PAINTED METAL TRIM, TYPE TR-01 BOTTOM OF MTL SIDING +148'-3"

CONTROL JOINT

A525

A526

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

A525

7.9 1 _____

LEVEL 02 SOUTH (+17'-9") 157' - 9"

8 _____

A502

8 _____

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

STEEL POST AND SILL CHANNEL AT WINDOWS, SEE STRUCT. DRAWINGS

W2-9

35'-0"

28'-6 3/8"

10 _____

2'-7 3/8" 5'-10 7/8"

AB CONSULTANTS 4 _____

8'-5"

LEVEL 01 (+0' - 0") 140' - 0"

BRICK LEDGE, TYP.

2 _____

3 _____

A506

22'-0"

4 BC

+139.0'

4'-5 3/4"

FOUNDATION FOOTING, TYP.

A506

25'-8"

33 BRICK COURSES

38 BRICK COURSES + 4"

CJ

21'-4"

21'-4"

3'-4"

32 BRICK COURSES

32 BRICK COURSES

5 BC

CJ

CJ

The Contract Documents for the indicated public improvement were prepared under my supervision and, to the best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

EAST ELEVATION - A 1/8" = 1'-0"

48

47

46

45 KK

7.5

9 _____

2 _____

A506

D:\Revit Local\QUEEN ANNE_Central_DChia.rvt

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

ACOUSTICS A/V:

A526

PAINTED. METAL TRIM, TYPE TR-01

PAINTED METAL COPING

A505

JJ

3

7.8

BASE WALL FLASHING AT ROOF EXPANSION JOINT

5 _____

STEEL BRACED FRAME, SEE STRUCT. DRAWINGS

10 _____

10 _____

8 _____

4 A524

SF2-4

7.8

1 A354

HALLAM ROOF (+33' - 9 1/4") 173' - 9 1/4"

ISSUE NAME: REV: DATE

A525

+139.0'

CONTROL JOINT

LEVEL 02 (+15' -9") 155' - 9"

A523

21'-4"

21'-4"

32 BRICK COURSES

32 BRICK COURSES

CJ

EAST ELEVATION - C

2 A524

+140.0'

DEVELOPED ELEVATIONS - EAST

2 _____

A523

A523

+140.0'

+140.0'

LEVEL 01 (+0' - 0") 140' - 0"

DATE:

LEVEL 01 (+0' - 0") 140' - 0"

SCALE:

2

EAST ELEVATION - VESTIBULE D

1

1/8" = 1'-0"

As indicated

A214

18 BRICK COURSES + 5"

1/8" = 1'-0"

10.05.2015

DR/CHECK BY: Author

FOUNDATION FOOTING, TYP.

FOUNDATION FOOTING, TYP.

12'-5"

CJ

SF1-6E

3 A524 +140.0'

7.8

3 _____

A523

LEVEL 01 (+0' - 0") 140' - 0" +140.0' BRICK LEDGE, TYP.

BID DOCUMENTS

LEVEL 02 (+15' -9") 155' - 9"

6 _____

4 _____

CONTROL JOINT

DESCRIPTION

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

CONTROL JOINT

7.8

7.9

8'-2 1/2"

3 _____

3

7.9

A354

8" HT. MOUNTED METAL PIN LETTERS

A501

CJ

EE

10.05.2015

PAINTED METAL TRIM, TYPE TR-01

5 _____

3'-4"

FF

4

7.9

A354

LEVEL 02 SOUTH (+17'-9") 157' - 9"

5 BC

GG

HALLAM ROOF (+33' - 9 1/4") 173' - 9 1/4"

STEEL POST AND SILL CHANNEL AT WINDOWS, SEE STRUCT. DWGS

A521

W2-8

A525

HH

STEEL HEADER, SEE STRUCT. DWGS

A506

A521

10/14/2015 9:58:17 PM

STATE OF MD PROJECT NO.: CC-08-MC-12-437

JJ 3 A354

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

KK

PRINCE GEORGE'S COMMUNITY COLLEGE

LL

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Developed Elevations

EAST ELEVATION - VESTIBULE C 1/8" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRINT

Wall Sections A

KEYPLAN-A351 1/64" = 1'-0"

SINGLE-PLY MEMBRANE ROOF ON RIGID INSULATION, TYPE RFA-01

32

183 CENTRE STREET, 3RD NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

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

ASSOCIATE ARCHITECT:

KPN ARCHITECTS

PAINTED METAL COPING ASSEMBLY, TYPE TR-02

3600 CLIPPER MILL ROAD, BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

G 1

4 1/4"

11 5/8"

PAINTED METAL COPING ASSEMBLY, TYPE TR-02

SINGLE-PLY MEMBRANE ROOF ON RIGID INSULATION, TYPE RFA-01 STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS PAINTED STEEL GRAVEL STOP / COPING ASSEMBLY, TYPE TR-02

MEP, FIRE PROTECTION, &

HENRY ADAMS, L

ALUMINUM WINDOW ASSEMBLY

SEMI-RIGID INSULATION, TYPE-IN-02

7 A501

W1-2

REINFORCED CONCRETE SLAB ON GRADE, ON 20 MIL. VAPOR BARRIER, TYPE MB-04

1 A501

LEVEL 01 (+0' - 0") 140' - 0"

6" MIN. TOPSOIL AND PLANTING LEVEL 01 (+0' - 0") 140' - 0" 4'-0" MIN.

3'-0"

6" CRUSHED STONE ON COMPACTED BASE

6" CRUSHED STONE ON COMPACTED BASE

6" CRUSHED STONE ON COMPACTED BASE

10" REINFORCED CMU FOUNDATION WALL, FILLED SOLID WITH CONCRETE, TYP.

2'-0 1/8"

REINFORCED CONCRETE WALL FOOTING, SEE STRUCT. DRAWINGS

10" REINFORCED CMU FOUNDATION WALL, FILLED SOLID WITH CONCRETE, TYP.

10" CMU BRICK SHELF, FILLED SOLID WITH CONCRETE

3

3/8" = 1'-0"

50'

0

5'

25' 1/8" = 1'-0"

10" CMU BRICK SHELF, FILLED SOLID WITH CONCRETE

REINFORCED CONCRETE WALL FOOTING, SEE STRUCT. DRAWINGS

WALL SECTION BETWEEN COLUMN LINES D & E 1/16" = 1'-0"

2'-0 1/8"

0

1'

10" REINFORCED CMU FOUNDATION WALL, FILLED SOLID WITH CONCRETE, TYP.

2

3/8" = 1'-0"

12'

0

1'

8' 3/8" = 1'-0"

0

1'

SCHEDULED INTERIOR FINISH

REINFORCED CONCRETE SLAB ON GRADE, ON 20 MIL. VAPOR BARRIER, TYPE MB-04

LEVEL 01 (+0' - 0") 140' - 0"

1

3/8" = 1'-0"

4'

0

1'

3' 1" = 1'-0"

0

BID

EXTERIOR W SECTIONS

1 A501

DATE: SCALE:

10.05.2015 As indicated

DR/CHECK BY: Author

REINFORCED CONCRETE WALL FOOTING, SEE STRUCT. DRAWINGS

WALL SECTION BETWEEN COLUMN LINES 1 & 2 (GALLERY WINDOW)

DE

FOR REVIEW O NOT FOR CON

TOPSOIL AND PLANTING

10" REINFORCED CMU FOUNDATION WALL, FILLED SOLID WITH CONCRETE, TYP.

10" CMU BRICK SHELF FILLED SOLID WITH CONCRETE

REV: DATE 10.05.2015

LEVEL 01 (+0' - 0") 140' - 0"

6" CRUSHED STONE ON COMPACTED BASE

2'-0 1/8"

3/4" = 1'-0"

BRICK VENEER ON LIGHT GAUGE METAL FRAMING

1'-2 1/8"

ISSUE NAM

SIM

STEEL TUBE AND SILL SUPPORT, SEE STRUCT. DRAWINGS

2" RIGID INSULATION, TYPE IN-07

4'-0" MIN.

REINFORCED CONCRETE WALL FOOTING, SEE STRUCT. DRAWINGS

WALL SECTION BETWEEN COLUMN LINES F & G 1/4" = 1'-0"

BRICK CAVITY WALL ON LIGHT GAUGE METAL FRAMING

2 A501

145

3 A501

4'-0" MIN.

3'-0"

4'-0" MIN.

10/12/2015 3:27:28 PM

2" RIGID INSULATION, TYPE IN-07 REINFORCED CONCRETE SLAB ON GRADE, ON 20 MIL. VAPOR BARRIER, TYPE MB-04

4 A501

PRECAST SILL

SCHEDULING OFFICE

STEEL TUBE AND SILL SUPPORT, SEE STRUCT. DRAWINGS

SCHEDULED INTERIOR FINISH

2" RIGID INSULATION, TYPE IN-07

6" MIN. TOPSOIL AND PLANTING

REINFORCED CONCRETE SLAB ON GRADE, ON 15 MIL. VAPOR BARRIER, TYPE MB-04

5'

9'-8 1/4"

SCHEDULED INTERIOR FINISH

2" RIGID INSULATION, TYPE IN-07

SURFACE MOUNTED SOLAR SHADE HOUSING ALUMINUM WINDOW ASSEMBLY

3'-0"

D:\Revit Local\QUEEN ANNE_Central_DChia.rvt

SCHEDULED INTERIOR FINISH

6 A501

ALUMINUM WINDOW ASSEMBLY PRECAST SILL

BRICK TIES, TYP.

BRICK CAVITY WALL ON LIGHT GAUGE METAL FRAMING

STEEL HEADER, SEE STRUCT. DRAWINGS

SCHEDULED CEILING

BRICK CAVITY WALL ON LIGHT GAUGE METAL FRAMING

BRICK TIES, TYP.

WOMEN'S

0

LIGHT GAUGE METAL FRAMING, FILL WITH INSULATION TYPE IN-03

6" LIGHT GAUGE METAL FRAMING

111

STEEL ANGLE AT 48" O.C. MIN, 6" LIGHT GAUGE METAL FRAMING INFILL BETWEEN

STEEL ANGLE KICKER, AT 48" O.C. MIN, SEE STRUCT. DRAWINGS

MRF8

GALLERY

LEVEL 02 (+15' -9") 155' - 9"

FORMED COMPOSITE METAL PANEL, TYPE MTL-04

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

SCHEDULED SUSPENDED CEILING, SEE FINISH SCHED.

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

CONCRETE SLAB ON METAL DECK

LEVEL 02 (+15' -9") 155' - 9"

8 A501

GALVANIZED STEEL RELIEVING ANGLE, SEE STRUCT. DWGS

NOISE ISOLATED CONCRETE SLAB, SEE STRUCT. DWGS

5'-9"

LEVEL 02 (+15' -9") 155' - 9"

The Contract Documents for the improvement were prepared un best of my knowledge, informat with the relevant building codes

8" TH. CONCRETE CURB

STEEL BEAM WITH 2 HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

LIGHT GAUGE METAL FRAMING BOX STEEL HEADERS, TYP.

GALVANIZED STEEL RELIEVING ANGLE, SEE STRUCT. LEVEL 02 (+15' -9") 155' - 9"

METAL SIDING (TYPE MTL-01) ATTACHED WITH Z-CHANNEL SUPPORTS

ME2-1

ALUMINUM WINDOW ASSEMBLY

SEAL:

SEMI-RIGID INSULATION, TYPE IN-01

MECHANICAL ROOM

3'-10 1/2"

CONCRETE SLAB ON METAL DECK

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

STEEL TUBE AND SILL SUPPORT, SEE STRUCT. DRAWINGS

LIGHT GAUGE STEEL FRAMING, FILL WITH INSULATION, TYPE IN-03

3'-8 1/2"

3'-2 3/4"

3 A502

I hereby certify that these docum approved by me, and that I am a engineer under the laws of the S License No.____________, Exp

STEEL BRACED FRAME, SEE STRUCT. DRAWINGS

MRF8

3'-2 1/2"

SCHEDULED CEILING, SEE FIN. SCHED.

PRECAST SILL

212A

NOTE: ALL BOX HEADERS AND SILL FRAMING TO BE FILLED WITH INSULATION TYPE IN-03, TYPICAL AT ALL WINDOWS AND EXTERIOR OPENINGS

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

5/8" TH. GLASS MAT SHEATHING WITH AIR BARRIER

7'-5"

2 X 6 BRACE @ 16" O.C.

ALUMINUM WINDOW ASSEMBLY, SEE SCHED.

AB CONSULTANT

6" LIGHT GAUGE METAL FRAMING 3'-3"

7 A501

CIVIL, SURVEYING, GEOTE

LOBBY ROOF T.O.C. 168' - 6"

WALL ANCHOR AS REQUIRED TO LIMIT DEFLECTION COMPOSITE METAL PANEL, TYPE MTL-04

SCHEDULED CEILING, SEE FIN. SCHED.

OFFICE

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

SCHEDULED CEILING

6 A501

4

600 BALTIMORE AVENUE, S BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

11 A501

BAR JOISTS WITH 1HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

METAL ROOF DECK WITH 1HR SPRAY APPLIED FIREPROOFING

SURFACE-MOUNTED SOLAR SHADE HOUSING

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

MRF8

METAL ROOF DECK WITH 1HR SPRAY APPLIED FIREPROOFING

12 A501

SEMI-RIGID INSULATION, TYPE IN-01 METAL SIDING (TYPE MTL-01), ATTACHED WITH Z-CHANNEL SUPPORTS STEEL HEADER, SEE STRUCT. DRAWINGS

CAGLEY & ASSOC

2'-4 1/4"

METAL ROOF DECK WITH 1HR SPRAY APPLIED FIREPROOFING

STRUCTURAL:

VARIES

9 A501

114 - WASHINGTON STREE NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

R.O.

PAINTED METAL COPING ASSEMBLY, TYPE TR-02

JAFFE HOLDEN

LIGHT GAUGE METAL FRAMING, WITH INSULATION TYPE IN-03

6'-4 3/4"

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

ACOUSTICS A/V:

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

3'-7 1/4"

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS 1'-2 1/8" 9 3/4"

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS COMPOSITE METAL PANEL, TYPE MTL-04

THEATRE CONSU COLLABORATIVE 6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

METAL ROOF DECK WITH 1HR SPRAY APPLIED FIREPROOFING

7'-5"

SINGLE-PLY MEMBRANE ROOF ON RIGID INSULATION, TYPE RFA-01

THEATER:

9 A501

SINGLE-PLY MEMBRANE ROOF ON RIGID INSULATION, TYPE RFA-01

16 BC + 17 JTS

1

PRINCE GEOR

QUEEN AN RENOVATI

1

2'-0 1/8"

A3

10" CMU BRICK SHELF FILLED SOLID WITH CONCRETE

WALL SECTION BETWEEN COLUMN LINES L & M 3/8" = 1'-0" 1'

PFEIFFER PARTNERS PROJECT N

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X

PAINTED METAL COPING ASSEMBLY, TYPE TR-02 STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

PAINTED METAL GRAVEL STOP / COPING ASSEMBLY, TYPE TR-02

SIM

11 A506

METAL ROOF DECK WITH 1HR SPRAY APPLIED FIREPROOFING

6" LIGHT GAUGE METAL FRAMING SEMI-RIGID INSULATION, TYPE IN-01

METAL SIDING (TYPE MTL-01) WITH 5" Z-SUPPORTS. ATTACH TO STEEL STUDS STEEL HEADER, SEE STRUCT. DRAWINGS

STEEL HEADER, SEE STRUCT. DRAWINGS

PAINTED METAL TRIM, TYPE TR-01

PAINTED METAL TRIM, TYPE TR-01

1'-11 7/8"

SINGLE-PLY MEMBRANE ROOF ON RIGID INSULATION PAINTED METAL GRAVEL STOP / COPING ASSEMBLY, TYPE TR-02 STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS 10 A503

PAINTED METAL STORMPROOF LOUVERS

4" CONCRETE SLAB ON JACKED UP ISOLATORS SINGLE-PLY MEMBRANE ROOF ON TAPERED INSULATION CONCRETE SLAB ON STEEL DECK

18" CMU CURB SINGLE-PLY MEMBRANE ROOF ON TAPERED INSULATION

PAINTED METAL COPING ASSEMBLY, TYPE TR-02

7 A504

METAL SIDING (TYPE MTL-02) T.O. PARAPET

182' - 6"

MECH PENTHOUSE (+40' 6") 180' - 6"

12 A504

STEEL HEADER, SEE STRUCT. DRAWINGS STEEL ANGLE FOR GLAZING SUPPORT

SEE A500 & 600 SERIES FOR DRAWINGS WHERE NOTED AND OTHERWISE INCLUDED FOR BALANCE OF INFORMATION REGARDING EXTERIOR WALL CONSTRUCTION.

THEATRE CON COLLABORATIV

3.

COORDINATE WITH STRUCTURAL, MEP/FP AND OTHER CONTRACT DRAWINGS FOR BALANCE OF INFORMATION.

4.

COORDINATE WITH WINDOW SCHEDULE FOR RO/UD INFORMATION AND DETAILS.

6600 MANOR HILL COUR CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688 ACOUSTICS A/V:

JAFFE HOLDEN

114 - WASHINGTON STR NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

CAGLEY & ASS

MEP, FIRE PROTECTION

HENRY ADAMS

600 BALTIMORE AVENU BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

NORTH CHILLER LEVEL (33'-2") 173' - 2"

CIVIL, SURVEYING, GEO

STEEL BEAM (WITH 2HR SPRAY APPLIED FIREPROOFING), SEE STRUCT. DRAWINGS

AB CONSULTA

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

STEEL HEADER, SEE STRUCT. DRAWINGS

I hereby certify that these d approved by me, and that I engineer under the laws of License No.____________,

SEAL:

PAINTED METAL TRIM, TYPE TR-01

10'-2 1/4"

21'-6 3/4"

NOTE: SEE A850 DRAWINGS FOR DANCE STUDIO FINISHES AND DETAILS (ADD ALT #1)

THEATER:

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

CONCRETE SLAB ON METAL DECK, SEE STRUCT. DWGS

8 A504

2.

3600 CLIPPER MILL ROA BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

STRUCTURAL:

6 A503

MRF8

NOTE: SEE A850 DRAWINGS FOR DANCE STUDIO FINISHES AND DETAILS (ADD ALT #1)

2" MIN.

PAINTED METAL TRIM, TYPE TR-01 INSULATED METAL PANEL, TYPE MTL-03 CONTINUOUS Z-CHANNEL SUPPORTS WITH SEMI-RIGID INSULATION INFILL, TYPE IN-01 6" LIGHT GAUGE METAL FRAMING

7'-4 7/8"

INSULATED METAL PANEL, TYPE MTL-03

KPN ARCHITEC

METAL SIDING (TYPE MTL-01), ATTACHED WITH Z-CHANNEL SUPPORTS

12 A504

6" LIGHT GAUGE METAL FRAMING SEMI-RIGID INSULATION, TYPE IN-01

WALL SECTIONS ARE PROVIDED TO ILLUSTRATE TYPICAL EXTERIOR WALL CONDITIONS AT PERIMETER OF BUILDING. THESE DRAWINGS SHOW BASIC INFORMATION REGARDING FLOOR ELEVATIONS, FENESTRATIONS, EXTERIOR CLADDING SYSTEMS AND ROOF ASSEMBLIES.

SEMI-RIGID INSULATION, TYPE IN-01

1'-6"

STEEL BEAM WITH 2HR INTUMESCENT FIREPROOFING, SEE STRUCT. DRAWINGS

ASSOCIATE ARCHITECT

1.

5'-10 3/4"

METAL SIDING (TYPE MTL-01) ATTACHED WITH Z-CHANNEL SUPPORTS

STEEL BRACED FRAME (W/2HR S.A.F.P.) SEE STRUCT. DRAWINGS 6" LIGHT GAUGE METAL FRAMING

STEEL DUNNAGE FOR CHILLER EQUIPMENT, SEE STRUC. AND MECHANICAL DRAWINGS

STEEL BEAM WITH INTUMESCENT FIREPROOFING, SEE STRUCT. DRAWINGS METAL SIDING (TYPE MTL-01), ATTACHED WITH Z-CHANNEL SUPPORTS

6 A504

STRUCTURAL SLAB ON METAL DECK

6" LIGHT GAUGE METAL FRAMING, AT MAX 16" O.C.

182' - 6"

MECH PENTHOUSE (+40' 6") 180' - 6"

GENERAL NOTES ME4-3

PAINTED METAL COPING, TYPE TR-02

6 A504

T.O. PARAPET (+42'-0")

7 A504

CHILLER

VARIES

12" CONCRETE MASONRY UNIT CURB

17'-5"

ISOLATED CONC SLAB, SEE STRUCT. DWGS

183 CENTRE STREET, 3 NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

8'-2 1/4"

VARIES

ME4-1

KEYPLAN

A

3 1/2" x 3 1/2" HSS TUBE, AT 6'-0" O.C.

MECH

VARIES

3 1/2" x 3 1/2" HSS TUBE, AT 6'0" O.C.

ME4-1

1'-1 5/8"

11 A504

PAINTED METAL STORMPROOF LOUVERS

MECH

BB

METAL SIDING (TYPE MTL-01) ATTACHED WITH Z-CHANNEL SUPPORTS

11 A504

3

SCHEDULED CEILING

STEEL BRACED FRAME, SEE STRUCT. DRAWINGS

GWB SOFFIT

ALUMINUM WINDOW ASSEMBLY

SURFACEMOUNTED SOLAR SHADE HOUSING

ALUMINUM WINDOW ASSEMBLY

6'-0"

SEMI-RIGID INSULATION, TYPE IN-01

2

SIM

STEEL BEAM WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS STEEL BAR JOISTS WITH 1HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

VARIES

6" LIGHT GAUGE METAL FRAMING

1

VARIES

11 A506

Wall Sections

METAL ROOF DECK WITH 1HR SPRAY APPLIED FIREPROOFING SINGLE-PLY MEMBRANE ROOF ON RIGID INSULATION

1'-11 7/8"

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

BB

13

1'-11 7/8"

The Contract Documents fo improvement were prepared best of my knowledge, infor with the relevant building co

BREAK ROOM

122

3'-7 1/4"

LEVEL 01 (+0' - 0") 140' - 0"

6" CRUSHED STONE ON COMPACTED BASE 10/12/2015 3:28:57 PM

2

3/8" = 1'-0"

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

BRICK VENEER ON LIGHT GAUGE METAL FRAMING EXTERIOR CONCRETE PAVING, SEE CIVIL DRAWINGS

6'-1 1/2"

REINFORCED CONCRETE SLAB ON GRADE ON 20 MIL. VAPOR BARRIER, TYPE MB-04 2" TH. CONT. PERIMETER INSULATION, TYPE IN-07

LEVEL 01 (+0' - 0") 140' - 0"

12'

10" REINFORCED CMU FOUNDATION WALL, FILLED SOLID WITH CONCRETE, TYP.

1'

8' 3/8" = 1'-0"

0

1'

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

0

FOR REVIEW NOT FOR CO

EXTERIOR SECTIONS

10" CMU BRICK SHELF FILLED SOLID WITH CONCRETE

DATE: SCALE:

As indicated

A3

WALL SECTION BETWEEN COLUMN LINES 6 & 7 3/8" = 1'-0"

1'

10.05.2015

DR/CHECK BY: Author

10" REINFORCED CMU FOUNDATION WALL, FILLED SOLID WITH CONCRETE, TYP.

REINFORCED CONCRETE WALL FOOTING, SEE STRUCT. DRAWINGS

1

10.05.2015

LEVEL 01 (+0' - 0") 140' - 0"

6" CRUSHED STONE ON COMPACTED BASE

10" CMU BRICK SHELF FILLED SOLID WITH CONCRETE

0

1 A501

TOPSOIL AND PLANTING

3/8" = 1'-0"

1/4" = 1'-0"

BRICK VENEER ON LIGHT GAUGE METAL FRAMING

117

REV: DATE

15'-9"

6" LIGHT GAUGE METAL FRAMING CLASSROOM

4'-0" MIN.

WALL SECTION BETWEEN COLUMN LINES 10 & 11

ISSUE NAM

PAINTED METAL TRIM, TYPE TR-01 STEEL BRACED FRAME (W/2HR S.A.F.P.) SEE STRUCT. DRAWINGS

SIM

REINFORCED CONCRETE WALL FOOTING, SEE STRUCT. DRAWINGS

10" REINFORCED CMU FOUNDATION WALL, FILLED SOLID WITH CONCRETE, TYP.

WALL SECTION BETWEEN COLUMN LINES AA.1 & AA.2

2 A501

6" CRUSHED STONE ON COMPACTED BASE

10" CMU BRICK SHELF FILLED SOLID WITH CONCRETE

REINFORCED CONCRETE WALL FOOTING, SEE STRUCT. DRAWINGS

5'

122

REINFORCED CONCRETE SLAB ON GRADE ON 20 MIL. VAPOR BARRIER, TYPE MB-04 2" TH. CONT. PERIMETER INSULATION, TYPE IN-07

16 BC + 17 JTS

EXTERIOR CONCRETE PAVING, SEE CIVIL DRAWINGS

SCHEDULED CEILING

ALUMINUM WINDOW ASSEMBLY PRECAST CONCRETE SILL

CLASSROOM

INTERIOR FINISH AS SCHEDULED

4 A502

0

R.O.

SCHEDULED CEILING

BRICK VENEER ON LIGHT GAUGE METAL FRAMING

SCHEDULED INTERIOR FINISH

3

LIGHT GAUGE METAL FRAMING BOX STEEL HEADERS SURFACEMOUNTED SOLAR SHADE HOUSING

ALUMINUM WINDOW ASSEMBLY

SIM

STEEL COLUMN IN GLASS FIBER REINFORCED CONCRETE COLUMN ENCLOSURE BEYOND

1 A503

10'-0"

CLASSROOM 2 A501

6'-1 1/2"

(2) LAYERS SPRING ISOLATED GYPSUM BOARD CEILING

1 A504

METAL SOFFIT

SCHEDULED CEILING

METAL SOFFIT, TYPE SOF-02

STEEL ANGLE, SEE STRUCT. DRAWINGS

PAINTED METAL TRIM, TYPE TR-01

3'-10 1/2"

D:\Revit Local\QUEEN ANNE_Central_DChia.rvt

2 A503

4'-11 3/4"

4'-10 1/4"

(2) LAYERS SPRING ISOLATED GYPSUM BOARD CEILING

PAINTED METAL TRIM, TYPE TR-01

METAL SIDING (TYPE MTL-01) ATTACHED WITH Z-CHANNEL SUPPORTS

PAINTED METAL TRIM METAL SIDING (TYPE MTL01), ATTACHED WITH ZCHANNEL SUPPORTS

LEVEL 02 (+15' -9") 155' - 9"

SEMI-RIGID INSULATION, TYPE IN-01

10'-0"

CONTINUOUS Z-CHANNEL SUPPORTS WITH SEMI-RIGID INSULATION INFILL, TYPE IN-01

4 A504

METAL SIDING (TYPE MTL-01) ATTACHED WITH Z-CHANNEL SUPPORTS

LEVEL 02 (+15' -9") 155' - 9"

4 A504

15 BC + 17 JTS

LEVEL 02 (+15' -9") 155' - 9"

6" LIGHT GAUGE STEEL FRAMING STEEL BEAM (WITH 2 HR SPRAY APPLIED FIREPROOFING), SEE STRUCT. DRAWINGS

CONCRETE SLAB ON MTL DECK

5'-9"

STEEL BEAM (WITH 2HR SPRAY APPLIED FIREPROOFING) SEE STRUCT. DRAWINGS

STRUCTURAL SLAB ON STEEL DECK

16 BC + 17 JTS

PAINTED METAL TRIM, TYPE TR-01

4'-1 1/8"

STRUCTURAL SLAB ON METAL DECK

3'-2 3/4"

221

INSULATED METAL PANEL, TYPE MTL-03

PFEIFFER PARTNERS PROJE

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 3

MEMBRANE BARRIER, TYPE MB-01

1/4" TH. STL. PLATE SEE STRUCT DWGS FOR BALANCE OF INFO.

DEEP LEG DEFLECTION TRACK

2 X 6 LGMF BRACE @ 16" O.C., CLIP TO BEAM

MEMBRANE BARRIER, TYPE MB-01 SEMI-RIGID INSULATION, TYPE IN-02

STEEL BEAM W/2HR S.A.F.P., SEE STRUCT. DRAWINGS 1'-2 1/8"

8 1/2"

(1) LAYER 5/8" GLASS MAT GYPSUM SHEATHING BOARD STEEL ANGLE KICKER, AT MAX 48" O.C.

SEMI-RIGID INSULATION, TYPE IN-02

4" FACE BRICK

9 A623

2-1/2" VERTICAL Z-CHANNEL SUPPORT, AT 24" O.C., ATTACHED TO HORIZONTAL ZCHANNEL SUPPORTS

STEEL BEAM W/2HR S.A.F.P., SEE STRUCT. DRAWINGS

FLASHING, TYPE FL-03

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

6" LIGHT GAUGE METAL FRAMING

STEEL LINTEL WOOD BLOCKING

5/8" GWB AT SOFFIT AND FASCIA OF LIGHT SCOOP

1 1/2" = 1'-0"

3/4" 16 GA. HORIZONTAL SUBGIRT AT 24" O.C.

1/4" TH. BENT STL. PLATE, SEE STRUCT DWGS FOR BALANCE OF INFO

STEEL ANGLE, SEE STRUCT. DRAWINGS

LGMF BOX HEADER, TYP.

DETAIL - GALLERY ROOF WITH BRICK

MEMBRANE BARRIER, TYPE MB-01 2-1/2" HORIZONTAL Z-CHANNEL SUPPORT, AT 24" O.C., ATTACHED TO METAL FRAMING 2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

METAL ROOF DECK WITH 1HR SPRAY APPLIED FIREPROOFING

BRICK TIE, ANCHORED TO STUDS AT 12" O.C. MAX. (VERT.) 4'-0" O.C. HORIZ.

SCHEDULED CEILING SCHEDULED INTERIOR FINISH ON GWB

DEEP-LEG DEFLECTION TRACK 5/8" TH. GLASS MAT SHEATHING

MEMBRANE BARRIER, TYPE MB-01

MEMBRANE BARRIER, TYPE MB-01

ALUMINUM WINDOW ASSEMBLY, SEE SCHED. FOR ROUGH OPENING AND UNIT DIMENSION

MRF8

5" U-BAR PAINTED METAL COPING ASSEMBLY, TYPE TR-02

BRICK JAMB BEYOND INTERIOR PARTITION AS SCHEDULED

5" x 5" x 5/16" STL.CONT. ANGLE BOLTED TO BENT PLATE

STEEL ANGLE HANGER, SEE STRUCT. DRAWINGS

METAL SIDING, TYPE MTL-01

ALUMINUM WINDOW WALL ASSEMBLY, SEE SCHEDULE

11 A623

9 7/8"

6"

6 3/4"

KPN ARCHITECTS

DETAIL - BRICK WINDOW HEADER, TYP.

10

9

1 1/2" = 1'-0"

DETAIL - GALLERY ROOF W/ METAL PANEL

1 1/2" = 1'-0"

THEATER:

THEATRE CONSULTANTS COLLABORATIVE, INC.

G

ACOUSTICS A/V:

7 1/2"

6 5/8"

9 3/4"

3/8" BACKER ROD AND SEALANT, TYP. SILL TRIM/FLASHING SEE WINDOW DETAILS LEVEL 02 (+15' -9") 155' - 9"

BRICK TIE, ANCHORED TO STUDS AT 12" O.C. MAX (VERT.) 4'-0" O.C. HORIZ.

LAP

4" MIN. 4" MIN.

LEVEL 02 (+15' -9") 155' - 9"

STEPPED 22 GA. ST. STL. WALL FLASHING, TYPE FL-03

BOX FRAME HEADER, TYP.

BACKER ROD & SEALANT

6" LIGHT GAUGE METAL FRAMING

RELIEVING ANGLE, SEE STRUCT. DWGS 6" LIGHT GAUGE MTL. FRAMING MEMBRANE BARRIER, TYPE MB-01

6" LIGHT GAUGE METAL FRAMING AT 12" O.C, WITH 6" BATT INSULATION, TYPE IN-03

STEEL ANGLE KICKER, AT MAX 48" O.C.

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

METAL SIDING, TYPE MTL-01

3/4" PLYWOOD SHEATHING

STEEL ANGLE HEADER, SEE STRUCT. DRAWINGS

METAL SIDING, TYPE MTL-01 3/4" HORIZONTAL SUBGIRTS AT 24" O.C. VERT.

3/4" CONTINUOUS HORIZONTAL SUBGIRT AT 24" O.C. VERT.

WOOD BLOCKING

1 1/4"

2 1/2"

SCHEDULED CEILING

3" TH. SEMI-RIGID INSULATION, TYPE IN-02

5/8" GWB SOFFIT, TYP.

3/8" BACKER ROD AND SEALANT, TYP.

DETAIL - GALLERY BRICK WALL

MRF8

MEP, FIRE PROTECTION, & ENERGY:

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

AB CONSULTANTS 9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092 I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

SEAL:

BRICK VENEER

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

6 3/4"

1'-10 9/16" 9 13/16"

6"

SCHEDULED INTERIOR FINISH

PRECAST CONCRETE SILL

6" MIN. TOPSOIL AND PLANTING 10" CMU FOUNDATION WALL, SEE STRUCT. DWGS

PEDESTAL MOUNTED STEEL PANEL RADIATOR, SEE HVAC DRAWINGS

1'-10 5/8" 6 7/8"

7 1/4"

8 1/2"

BRICK TIE, ANCHORED TO STUDS AT 12" O.C. MAX. VERTICAL/4'-0" O.C. HORIZ.

3"

AIR/VAPOR BARRIER, TYPE MB-01

8" x 4" x 7/16" STEEL SHELF ANGLE, ATTACH TO C-CHANNEL

SLAB ON GRADE, SEE STRUCT. DWGS

3" SEMI-RIGID INSULATION, TYPE IN-02

3/4"

BACKER ROD AND SEALANT, TYP. BRICK TIE, ANCHORED TO STUDS AT 12" O.C. MAX (VERT.) 4'-0" O.C. HORIZ.

6" LIGHT GAUGE METAL FRAMING, 16" O.C.

5/8" TH. GLASS-MAT SHEATHING

LEVEL 01 (+0' - 0") 140' - 0"

SLAB ON GRADE

2" MIN. RIGID INSULATION, TYPE IN-07

VAPOR RETARDER, TYPE MB-04, TAPE-SEALED TO CMU

DETAIL - BRICK BASE AT GALLERY

24 GA ST. STL. WALL FLASHING, TYPE FL-04

6" CRUSHED STONE ON COMPACTED BASE

5/8" GLASS-MAT SHEATHING MEMBRANE BARRIER, TYPE MB-01

VAPOR RETARDER TYPE MB-04, TAPESEALED TO CMU

FILL CAVITY SOLID WITH MORTAR

MORTAR FILLED CMU FOUNDATION WALL SEE STRUCT. DWGS

2" MIN. RIGID INSULATION, TYPE IN-07

2

1 1/2" = 1'-0"

DETAIL - BRICK SILL AT 1ST FLOOR , TYP.

1

1 1/2" = 1'-0"

BID DOCUMENTS

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

EXTERIOR DETAILS

DATE: SCALE:

10.05.2015 1 1/2" = 1'-0"

DR/CHECK BY: Author

A501

1'-7 5/8"

DETAIL - BRICK SILL AT GALLERY

DESCRIPTION

TOPSOIL AND PLANTING

LEVEL 01 (+0' - 0") 140' - 0"

CONCRETE SLAB ON GRADE

3

1 1/2" = 1'-0"

10.05.2015

WEEP INSERTS, SPACED 2'-0" O.C.

8 1/2"

2" MIN. RIGID INSULATION, TYPE IN-07

REV: DATE

10" CMU FOUNDATION WALL - SEE STRUCT. DWGS

HORIZONTAL REINFORCING AT CMU, AT ALTERNATE COURSES

BRICK VENEER

ISSUE NAME:

TERMINATION BAR W/ FASTENERS AT 12" O.C. BRICK VENEER

2" MIN. RIGID INSULATION, TYPE IN-07

3" SEMI-RIGID INSULATION, TYPE IN-02

MEMBRANE BARRIER ,TYPE MB-01 3" SEMI-RIGID INSULATION, TYPE IN-02 LEVEL 01 (+0' - 0") 140' - 0" BRICK VENEER

SCHEDULED INTERIOR FLOOR FINISH

6" LIGHT GAUGE METAL FRAMING

SILL FLASHING, TYPE FL-02

SCHEDULED INTERIOR FINISH

5/8" TH. GLASS MAT SHEATHING

5/8" GWB INTERIOR FINISH WHERE SHOWN

PRECAST CONCRETE SILL

3'-10 1/2"

3/8" BACKER ROD AND SEALANT, TYP. STEEL TUBE & CHANNEL ASSMEBLY, SEE STRUCT. DRAWINGS BRICK TIE, ANCHORED TO STUDS AT 12" O.C. MAX (VERT.) 4'-0" O.C. HORIZ.

ALUMINUM GLAZING, SEE SCHEDULE STEEL CHANNEL, SEE STRUCT. DWGS

STEEL DOWELS, (2) PER PRECAST SILL, WELDED TO SHELF ANGLE

3" STEEL TUBE, SEE STRUCT. DRAWINGS

2'-0 1/2"

8" MIN.

3"

SINGLE-LEG DRYWALL REVEAL

SUB FLASHING, TYPE FL-02

LEVEL 01 (+0' - 0") 140' - 0" FILL CAVITY SOLID WITH MORTAR

6" CRUSHED STONE ON COMPACTE D BASE

DOWELS, (2) PER PRECAST SILL, WELDED TO SHELF ANGLE 3 1/4"

1 1/2"

2'-4 1/8"

1'-0" MIN.

AB. WEEP HOLE

22 GA. ST. STL. WALL FLASHING, TYPE FL-04

PAINTED HARDWOOD SILL

8" x 3" x 5/16" STEEL SHELF ANGLE, WELD TO C-CHANNEL

1/2" DRYWALL REVEAL TRIM

WEEP INSERTS, SPACED 2'-0" O.C.

SCHEDULED INTERIOR FLOOR FINISH

ALUMINUM WINDOW ASSEMBLY (SEE WINDOW TYPES SCHEDULE)

3/4" PLYWOOD

BRICK VENEER

TYP. 32 6 3/4"

5 A623

BRICK JAMB BEYOND

PTD. HW. SILL

AB. FIN. GRADE

REINFORCED CONCRETE SLAB ON GRADE

6" MIN. LAP

8" MIN. UPTURN

SCHEDULED INTERIOR FINISH

9"

6 3/4"

5 A623

TERMINATION BAR W/ FASTENERS AT 12" O.C.

1 1/2" = 1'-0"

1'-10 5/8" 6 7/8"

3" SEMI-RIGID INSULATION, TYPE IN-02 BRICK TIE, ANCHORED TO STUDS AT 12" O.C. MAX (VERT.) 4'-0" O.C. HORIZ.

DETAIL - METAL TRIM WITH BRICK BASE

1' - 0" MIN.

1'-0 15/16"

5

AB. WEEP HOLE

BB TYP.

G

5/8" GLASS-MAT SHEATHING

6" LIGHT GAUGE METAL FRAMING

1 1/2" = 1'-0"

8" MIN.

6

1 1/2" = 1'-0"

6" MIN. LAP

7

8 1/2"

DETAIL - WINDOW HEADER, TYP. (RIBBON WINDOW SPAN OVER 12'-0")

8" MIN. UPTURN

1'-2 1/8"

DETAIL - GALLERY WINDOW

1/2"

C:\Users\MRogers\Documents\QUEEN ANNE_Central_MRogers_14Jul2015_093332.rvt

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

3" 1 7/8" 4" NOM

6" LIGHT GAUGE METAL FRAMING MEMBRANE BARRIER, TYPE MB-01

10/12/2015 4:08:23 PM

CAGLEY & ASSOCIATES

BRICK TIE, ANCHORED TO STUDS AT 12" O.C. MAX (VERT.) 4'-0" O.C. HORIZ.

ALUMINUM WINDOW ASSEMBLY, SEE SCHEDULE

TYP. 1

4

STRUCTURAL:

3" TH. SEMI-RIGID INSULATION, TYPE IN-02

3/8" BACKER ROD AND SEALANT, TYP.

ALUMINUM WINDOW ASSEMBLY

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

HENRY ADAMS, LLC

METAL TRIM, TYPE TR-01, ANCHORED TO Z-BAR FLASHING, TYPE FL-01 (SLOPE FOR DRAINAGE) 3/8" TH. SEALANT AND BACKER ROD, TYP.

PAINTED METAL TRIM, TYPE TR-01

5/8" GWB SOFFIT

1'-1 3/8"

1 1/8"

20 GA. STAINLESS STEEL HEAD FLASHING, TYPE FL-01

11 A623

1 1/2" = 1'-0"

10 A623

2 3/8"

HEAD FLASHING

8

2-1/2" VERTICAL Z-CHANNEL SUPPORTS AT 24" O.C. (MAX), ATTACHED TO HORIZONTAL ZCHANNEL SUPPORTS 2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

2-1/2" HORIZONTAL Z-CHANNEL SUPPORT AT 24" O.C., ATTACHED TO STUDS

ALUMINUM COMPOSITE WALL PANEL, TYPE MTL-04

BRICK VENEER

MEMBRANE BARRIER, TYPE MB-01

2-1/2" VERTICAL Z-CHANNEL SUPPORTS AT 24" O.C., ATTACHED TO HORIZONTAL Z-CHANNEL SUPPORTS

MEMBRANE BARRIER, TYPE MB-01 1-1/2" SEMI-RIGID INSULATION, TYPE IN-09

SCHEDULED INTERIOR FINISH

5/8" GLASS-MAT SHEATHING BOARD

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

STEEL BEAM W/2HR S.A.F.P., SEE STRUCT. DRAWINGS

4" MIN.

6 1/4"

STEEL BEAM, SEE STRUCT. DRAWINGS W/2HR S.A.F.P.

WEEP INSERTS, SPACED 2'-0" O.C.

LAP

BENT STEEL PLATE WITH STIFFENERS, SEE STRUCT. DRAWINGS

MEMBRANE BARRIER, TYPE MB-01

LAP

7 A623

5/8" GLASS-MAT SHEATHING BOARD

2-1/2" HORIZONTAL Z-CHANNEL SUPPORT AT 24" O.C., ATTACHED TO STUDS

6" LIGHT GAUGE METAL FRAMING

2'-0"

6 3/4"

4" MIN.

6"

JAFFE HOLDEN

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

ALUMINUM WINDOW ASSEMBLY 5/8" GWB

4 3/4"

TYP. BB

8 1/2"

LINE OF COLUMN BEYOND

5"

1'-3 7/8" 9 7/8"

1'-2 1/8"

7 1/4"

1'-0" MAX

TYP. 1

6 7/8"

4" MIN.

1'-0 7/8"

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

1'-5"

UPTURN

1 1/2" = 1'-0"

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

DETAIL - ROOF GUTTER WITH METAL WALL PANEL TYP. 1

11

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306 ASSOCIATE ARCHITECT:

AB. FIN. GRADE

12

5/8" TH. GLASS-MAT SHEATHING

COMPOSITE WALL PANEL, TYPE MTL-04

STEEL BEAM, SEE STRUCT. DRAWINGS W/2HR S.A.F.P.

BRICK VENEER

4 3/4"

6" LIGHT GAUGE METAL FRAMING

MEMBRANE BARRIER TYPE MB-01 1-1/2" SEMI-RIGID INSULATION, TYPE IN-09

METAL DECK WITH 1HR SPRAY APPLIED FIREPROOFING

6" LIGHT GAUGE STEEL FRAMING

5"

5/8" TH. GLASS-MAT SHEATHING

6" LIGHT GAUGE METAL FRAMING WITH 6" BATT INSULATION, TYPE IN-03 6" LIGHT GAUGE METAL FRAMING BRACE @ 16" O.C. CLIP TO BEAM 3/4" PLYWOOD SHEATHING

1/2" CAULK JOINT

DEEP LEG DEFLECTION TRACK

7 1/4"

TREATED WOOD BLOCKING

5/8" TH. GLASS-MAT SHEATHING BOARD

METAL DECK W/1HR S.A.F.P.

1'-5" 6 7/8"

8 1/2"

DEEP LEG DEFLECTION TRACK

PAINTED METAL COPING ASSEMBLY, TYPE TR-02 W/ CONT. WINDLOCK CLIP

CONT. Z-CLIPS PARTITION

7 1/4"

1/4" BENT STEEL PLATE, SEE STRUCT. DWGS FOR BALANCE OF INFO.

RIGID INSULATION, TYPE IN-04

TREATED WOOD BLOCKING

MEMBRANE BARRIER, TYPE MB-01

TYP. 32

1'-10 5/8" 6 7/8"

1/2"

5/8" TH. GLASS-MAT SHEATHING, TYP.

TYP. UU

PAINTED METAL GRAVEL STOP / COPING ASSEMBLY, TYPE TR-02 (CUSTOM FORMED)

STATE OF MD PROJECT NO.: CC-08-MC-12-437

3 3/4"

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

1'-0 1/8"

PRINCE GEORGE'S COMMUNITY COLLEGE

1'-0 7/8"

5/8" TH. GLASS MAT SHEATHING TYP.

MIN. SPACE

TYP. 1

Detail Wall Sections

TREATED WOOD BLOCKING

G

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

SINGLE-PLY MEMBRANE ROOF, TYPE RFA-01

DETAIL - BRICK AT BUILDING BASE 1 1/2" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

6"

AA

10 5/8"

EDGE OF SLAB

4 5/8"

EDGE OF SLAB BELOW

WINDOW SILL BELOW

BB

5/8" TH. GLASS MAT GYPSUM SHEATHING 6" LIGHT GAUGE METAL FRAMING

SCHEDULED INTERIOR PARTITION ON LIGHT GAUGE METAL FRAMING

9

8

1 1/2" = 1'-0"

PAINTED STORM-PROOF HORIZONTAL LOUVERS, BLANKED OFF AT THIS LOCATION

VERTICAL 6" BOX HEADER - ATTACH TO SLAB

SCHEDULED INTERIOR FINISH

PLAN DETAIL - ALUMINUM GLAZING AT INTERIOR PARTITION

11 5/8"

1'-6 3/4"

MEMBRANE BARRIER, TYPE MB-01

1

LIGHT GAUGE METAL FRAMING STUD NESTED IN CHANNEL, PACKED WITH ACOUSTIC INSULATION

STEEL COLUMN WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT, DRAWINGS

1'-1"

2-1/2" HORIZONTAL ZCHANNEL SUPPORTS AT 24" O.C., ATTACHED TO METAL FRAMING

SOLAR SHADE HOUSING ABOVE

FORMED METAL CORNER TRIM

2 1/2"

4"

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

HM FRAME

12" CONCRETE MASONRY CURB

3-1/2" x 3-1/2" HSS TUBE

3-1/2" x 3-1/2" HSS TUBE AT 6' O.C.

BB

STATE OF MD PROJECT NO.: CC-08-MC-12-437

WINDOW MULLION ALUMINUM WINDOW WALL ASSEMBLY

11

EDGE OF SLAB BELOW

FACE OF LOUVER

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

PARAPET AND COPING BELOW

3/4" HORIZONTAL 16 GA. SUBGIRT, AT 24" O.C. 2-1/2" VERTICAL Z-CHANNEL SUPPORT AT 24" O.C., ATTACHED TO HORIZONTAL ZCHANNEL SUPPORTS

LINE OF WINDOW SILL BELOW

PRINCE GEORGE'S COMMUNITY COLLEGE

22 GA. PTD. MTL. WRAPPED AROUND 3/4" MARINE PLYWOOD, CLIP TO BOX VERTICAL HEADER

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Plan Details VERTICAL METAL TRIM TO MATCH MTL01, TYPE TR-07 LINE OF METAL TRIM BELOW VERTICAL CORRUGATED METAL CLADDING, TYPE MTL-01

PAINTED METAL STORMPROOF HORIZONTAL FIXED LOUVERS

PLAN DETAIL - LOUVER JAMB AT GRIDLINE AA/BB

LINE OF CURB BELOW

1 1/2" = 1'-0"

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306 ASSOCIATE ARCHITECT:

KPN ARCHITECTS VERTICAL CORRUGATED METAL CLADDING, TYPE MTL-01

1

7

3/4" HORIZONTAL 16 GA. SUBGIRT AT 24" O.C.

1"

LINE OF METAL TRIM BELOW

4" 3/4"

LINE OF PAINTED METAL TRIM BELOW

1'-1 1/ 2"

5/8"

4"

DRAPERY POCKET AT DANCE STUDIO

BB

STRUCTURAL:

CAGLEY & ASSOCIATES 6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

A

4

3/4" HORIZONTAL 16 GA. SUBGIRT, AT 24" O.C.

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

3/8" BACKER ROD AND SEALANT

12

ALUMINUM WINDOW WALL ASSEMBLY

1/2"

2'-1"

ALUMINUM CORNER MULLION, BREAK METAL "OPEN" PREFABRICATED CORNER SILL

MEMBRANE BARRIER, TYPE MB-01

AA

EDGE OF SLAB BELOW

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01 MEMBRANE BARRIER, TYPE MB-01

EDGE OF SLAB BELOW

10.05.2015

PAINTED HARDWOOD WINDOW SILL

AA

WINDOW SILL BELOW EDGE OF SLAB BELOW

EXTERIOR PLAN DETAILS

ALUMINUM WINDOW WALL ASSEMBLY

NOTE: SEE A850 DRAWINGS FOR DANCE STUDIO FINISHES AND DETAILS (ADD ALT #1)

FORMED METAL TRIM BELOW DATE:

PLAN DETAIL - STOREFRONT JAMB

2

SCALE:

1 1/2" = 1'-0"

10.05.2015 1 1/2" = 1'-0"

DR/CHECK BY: Author

10/12/2015 3:47:39 PM

1 1/2" = 1'-0"

DESCRIPTION BID DOCUMENTS

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

AA

STEEL COLUMN WITH INTUMESCENT FIREPROOFING, SEE STRUCT. DRAWINGS

NOTE: SEE A850 DRAWINGS FOR DANCE STUDIO FINISHES AND DETAILS (ADD ALT #1)

6" LIGHT GAUGE METAL FRAMING, AT 16" O.C.

PLAN DETAIL - METAL PANEL TRANSITION

REV: DATE

2'-1"

2-1/2" VERTICAL Z-CHANNEL SUPPORTS AT 24" O.C., ATTACHED TO HORIZONTAL Z-CHANNEL SUPPORTS

5/8" TH. GLASS MAT GYPSUM SHEATHING

NOTE: SEE A850 DRAWINGS FOR DANCE STUDIO FINISHES AND DETAILS (ADD ALT #1)

ISSUE NAME:

MRF8

1'-3 7/8"

1'-9 7/8"

1'-2 3/8"

MRF8

6" LIGHT GAUGE METAL FRAMING, AT 16" O.C.

7 1/2"

1'-11 7/8"

2-1/2" HORZONTAL ZCHANNEL SUPPORTS AT 24" O.C., ATTACHED TO METAL FRAMING 2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

MRF8

1'-4 3/8"

13

3 1/8"

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

SEAL:

PANEL TRIM 8 A623

3/4"

2"

3"

1"

1"

1 3/4"

2-1/2" VERTICAL Z-CHANNEL SUPPORTS AT 24" O.C., ATTACHED TO HORIZONTAL Z-CHANNEL SUPPORTS

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

1 1/2" = 1'-0"

6"

END TRIM

2-1/2" VERTICAL Z-CHANNEL SUPPORTS AT 24" O.C., ATTACHED TO HORIZONTAL Z-CHANNEL SUPPORTS

AA

PLAN DETAIL - METAL PANEL CORNER AT DANCE STUDIO

9 1/8"

SEALANT & B.U. ROD

LINE OF PAINTED METAL TRIM BELOW INSULATED METAL PANEL, TYPE MTL-03

2"

10

3 1/8"

PAINTED METAL TRIM, TYPE TR-06

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

3/4" HORIZONTAL 16 GA. SUBGIRT, AT 24" O.C. INSULATED METAL PANEL, TYPE MTL-03

1 1/2" = 1'-0"

LINE OF PAINTED METAL TRIM BELOW INSULATED METAL PANEL, TYPE MTL-03

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

6" LIGHT GAUGE METAL FRAMING AT 16" O.C.

PLAN DETAIL - METAL PANEL REVEAL AT GRIDLINE AA/BB

5

1 1/2" = 1'-0"

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

AB CONSULTANTS

2-1/2" VERTICAL Z-CHANNEL SUPPORTS AT 24" O.C., ATTACHED TO HORIZONTAL ZCHANNEL SUPPORTS 2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

NOTE: SEE A850 DRAWINGS FOR DANCE STUDIO FINISHES AND DETAILS (ADD ALT #1)

SCHEDULED INTERIOR PARTITION

PLAN DETAIL - METAL PANEL CORNER AT GRIDLINE 1/A/BB

6 7/8"

2-1/2" HORIZONTAL Z-CHANNEL SUPPORTS AT 24" O.C., ATTACHED TO METAL FRAMING 2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

BB

STEEL COLUMN, WITH INTUMESCENT MASTIC FIREPROOFING, SEE STRUCT. DRAWINGS

STEEL COLUMN, WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

HENRY ADAMS, LLC

MEMBRANE BARRIER, TYPE MB-01

SCHEDULED INTERIOR PARTITION

EDGE OF SLAB

MEP, FIRE PROTECTION, & ENERGY:

AA

SCHEDULED INTERIOR FINISH

6" LIGHT GAUGE METAL FRAMING, AT 16" O.C.

7 1/2"

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

2'-6" TYP.

1'-11 7/8" 6 7/8"

BOX HEADER

5/8" TH. GLASS MAT GYPSUM SHEATHING

3

JAFFE HOLDEN

3 1/8"

LINE OF METAL TRIM BELOW MEMBRANE BARRIER, TYPE MB-01 EDGE OF SLAB 5/8" TH. GLASS MAT GYPSUM SHEATHING 6" LIGHT GAUGE METAL FRAMING, AT 16" O.C.

10°

MEMBRANE BARRIER, TYPE MB-01

D:\Revit Local\QUEEN ANNE_Central_HSchmitt.rvt

6"

1'-5"

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

2-1/2" VERTICAL ZCHANNEL SUPPORTS, AT 16" O.C, ATTACHED TO HORIZONTAL Z-CHANNEL SUPPORTS

VERTICAL CORRUGATED METAL CLADDING, TYPE MTL-01

ACOUSTICS A/V:

2'-6 7/8" TYP.

SHOP-FORMED CORNER PANELS, TYPE MTL-03

6"

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

6

13

5"

2-1/2" HORIZONTAL ZCHANNEL SUPPORTS, AT 16" O.C, ATTACHED TO METAL FRAMING

12

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

3/4"

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

6"

1"

1"

3/4" HORIZONTAL 16 GA. SUBGIRT AT 24" O.C.

THEATER:

THEATRE CONSULTANTS COLLABORATIVE, INC.

2-1/2" VERTICAL Z-CHANNEL SUPPORT AT 24" O.C., ATTACHED TO HORIZONTAL Z-CHANNEL SUPPORT 2-1/2" SEMI-RIGID INSULATION, TYPE IN-01 2-1/2" HORIZONTAL Z-CHANNEL SUPPORT AT 24" O.C., ATTACHED TO METAL FRAMING

PAINTED VERTICAL METAL TRIM, TYPE TR-06

5"

METAL SIDING, TYPE MTL-01

1 1/2" = 1'-0"

2-1/2" SEMI-RIGID INSULATION, TYPE IN-01

22 GA. PTD. MTL. WRAPPED AROUND 3/4" MARINE PLYWOOD, CLIP TO BOX VERTICAL HEADER

FORMED METAL TRIM, TYPE TR-07

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

PLAN DETAIL - LOUVER CORNER AT MECHANICAL ROOM

1'-9 1/4"

1

9 5/8"

6"

A522

3 1/8"

PLAN DETAIL - GLAZED CORNER AT DANCE STUDIO 1 1/2" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

1'-0"

EQ 1'-2" EQ

SCHEDULED CEILING

ALUMINUM WINDOW WALL ASSEMBLY

MRF8

2'-2"

9 A624

SEAL GAP BETWEEN COLUMN AND TRIM

KPN ARCHITECTS

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

1 1/2" = 1'-0"

22

THEATER:

PEDESTAL MOUNTED STEEL PANEL RADIATOR, SEE HVAC DRAWINGS

1'-6" EQ 1'-6"

10

PLAN DETAIL - WEST GLAZING NORTH CORNER

9

1 1/2" = 1'-0"

RCP DETAIL AT EXTERIOR COLUMN

8

1 1/2" = 1'-0"

1 1/2" = 1'-0"

23 EXTERIOR

2 _____ A528

LINE OF DOOR SADDLE BELOW

3/4" TH. MARINE PLYWOOD SHEATHING

MEMBRANE BARRIER, TYPE MB-01

ALIGN MULLIONS OF INNER AND OUTER GLAZED VESTIBULE WALLS, TYP.

3 A625

6" LIGHT GAUGE METAL FRAMING

6" LIGHT GAUGE METAL FRAMING, WITH 6" BATT INSULATION INFILL

7'-0"

C3 8- PF

1/2" 1 _____

C3 8- PF

7 A625

1-1/2" SEMI-RIGID INSULATION, TYPE IN-01

A624

32

SCHEDULED EXTERIOR WALKOFF MAT

PLYWOOD SHEATHING

STEEL ANGLE HANGER, SEE STRUCT. DRAWINGS

METAL-WRAPPED INFILL PANEL

6" LIGHT GAUGE METAL FRAMING, WITH 6" BATT INSULATION INFILL

STEEL ANGLE HEADER, SEE STRUCT. DRAWINGS

ALUMINUM WINDOW WALL ASSEMBLY

WEST LOBBY 101

PEDESTAL MOUNTED STEEL PANEL RADIATOR, SEE HVAC DRAWINGS

AIR CAVITY

PLAN DETAIL - EXTERIOR VESTIBULE CORNER

C38-PF

1 1/2" = 1'-0"

6 A624

22 3'-0" EQ

6"

1"

3" SEMI-RIGID INSULATION, TYPE IN-02

INTERIOR

COMPOSITE METAL PANEL WITH SHOP-FORMED CORNER, TYPE MTL-04

1'-8"

END CAP ON RADIATOR HORIZONTAL PIPE FEEDS TO HOT WATER SUPPLY AND RETURN RISERS

EQ

WOOD BLOCKING

H4

5

32

3/8" BACKER ROD AND SEALANT

CONCRETE FILL AT COLUMN BASE, FLUSH WITH PAVING

6"

1-1/2" SEMI-RIGID INSULATION, TYPE IN-01

9 _____

COMPOSITE METAL SOFFIT PANEL, TYPE SOF-01

EXTERIOR STEEL COLUMN, WITH 2HR INTUMESCENT FIREPROOFING, SEE STRUCT. DRAWINGS

3'-0"

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

MEP, FIRE PROTECTION, & ENERGY:

HENRY ADAMS, LLC

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501 CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

AB CONSULTANTS

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

SEAL:

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

1'-6" 4'-6"

PLAN DETAIL - METAL FASCIA AT WEST GLAZING

4

1 1/2" = 1'-0"

DETAIL - METAL PANEL SOFFIT AT ENTRY 1 1/2" = 1'-0"

22

1 3/4" ALUMINUM AND GLASS DOOR 2 A624

4" FACE BRICK

100A

SCHEDULED WALKOFF MAT WITHIN VESTIBULE

1/2"

10 A624

STAINLESS STEEL ANGLE AT WALK-OFF MAT DEPRESSION, TYP. ALL SIDES SCHEDULED EXTERIOR WALK-OFF MAT REINFORCED SLAB ON GRADE CONCRETE EXTERIOR PAVERS AT SIDEWALK PLAZA, SEE CIVIL DRAWINGS

REINFORCED CONCRETE SLAB ON GRADE

REV: DATE 10.05.2015

SCHEDULED DOOR SADDLE

VESTIBULE A

AIR CAVITY

ISSUE NAME:

ALUMINUM WINDOW WALL ASSEMBLY

1 3/4" ALUMINUM AND GLASS DOOR

DESCRIPTION BID DOCUMENTS

STEEL COLUMN, WITH INTUMESCENT FIREPROOFING, SEE STRUCT. DRAWINGS

PEDESTAL MOUNTED STEEL PANEL RADIATOR, SEE HVAC DRAWINGS

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

2" MIN. RIGID INSULATION, TYPE IN-07 6" CRUSHED STONE ON COMPACTED BASE

ENCASE COLUMN IN CONCRETE TO FINISHED GRADE

STABILIZED STONE DUST SURFACING 24 GA. STAINLESS STEEL FLASHING

EXTERIOR DETAIL VESTIBULE A

COLUMN FOOTING, SEE STRUCT. DRAWINGS LEVEL 01 (+0' - 0") 140' - 0"

1 A624

HOT WATER SUPPLY AND RETURN RISERS

DATE:

MEMBRANE BARRIER, TYPE MB-01 10/14/2015 11:54:44 AM

CAGLEY & ASSOCIATES

A625

3" SEMI-RIGID INSULATION, TYPE IN-02

SCALE:

10.05.2015 1 1/2" = 1'-0"

DR/CHECK BY: Author

6" LIGHT GAUGE METAL FRAMING

3

STRUCTURAL:

A528

ALUMINUM WINDOW WALL ASSEMBLY

2 _____

3 A624

3 1/2" x 3 1/2" x 1/4" STEEL POST

COLUMN BASE PLATE BELOW, SEE STRUCT. DRAWINGS

1/2"

23

6" 1'-

METAL-WRAPPED INFILL PANEL

STEEL COLUMN, SEE STRUCT. DRAWINGS

MEMBRANE BARRIER, TYPE MB-01 5/8" GLASS MAT GYPSUM SHEATHING 6" LIGHT GAUGE METAL FRAMING

1/2" REVEAL, TYP.

ALUMINUM WINDOW WALL GLAZING ASSEMBLY

C38-PF

SCHEDULED ACT CEILING

PEDESTAL MOUNTED STEEL PANEL RADIATOR, SEE HVAC DRAWINGS

EXPANSION JOINT WHERE SHOWN. (2) VERTICAL MULLIONS WITH COMPRESSIBLE FILLER BETWEEN, TYP.

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

PLYWOOD SHEATHING

4"

EXTERIOR

EQ

C:\Users\MRogers\Documents\QUEEN ANNE_Central_MRogers_14Jul2015_093332.rvt

EQ

6" LIGHT GAUGE METAL FRAMING, WITH 6" BATT INSULATION INFILL

MRF8

1'-6"

ACOUSTICS A/V:

FORMED ALUMINUM COLUMN FLASHING COLLAR

4" FACE BRICK

C39-W

6

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

C3 9- W

100A

1-1/2" SEMI-RIGID INSULATION, TYPE IN-01 COMPOSITE METAL PANEL, TYPE MTL-04

1-1/2" SEMI RIGID INSULATION, TYPE IN-01 COMPOSITE METAL PANEL, TYPE MTL-04

ALUMINUM WINDOW WALL ASSEMBLY

VESTIBULE A

MEMBRANE BARRIER, TYPE MB-01

PLYWOOD SHEATHING

SCHEDULED WALK-OFF MAT WITHIN VESTIBULE

THEATRE CONSULTANTS COLLABORATIVE, INC.

JAFFE HOLDEN

LEVEL 02 (+15' -9") 155' - 9" STEEL BEAM, WITH INTUMESCENT FIREPROOFING, SEE STRUCT. DRAWINGS

L

LINE OF DOOR SADDLE BELOW

ALUMINUM AND GLASS DOOR ASSEMBLY, SEE DOOR SCHEDULE

5 A624

22

ALUMINUM AND GLASS DOOR ASSEMBLY, SEE DOOR SCHEDULE

INTERIOR

ALUMINUM WINDOW WALL ASSEMBLY

CONCRETE SLAB ON METAL DECK

PLAN DETAIL - METAL FASCIA AT WEST GLAZING

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306 ASSOCIATE ARCHITECT:

DETAIL - PARAPET

7

EXTERIOR

EQ

STATE OF MD PROJECT NO.: CC-08-MC-12-437

HEAD FLASHING

16 GA. 7/8" HAT CHANNELS AT 16" O.C.

H1

1/8" TH. FORMED ALUMINUM TRIM

PEDESTAL MOUNTED STEEL PANEL RADIATOR, SEE HVAC DRAWINGS

COLUMN BASE PLATE BELOW, SEE STRUCT. DRAWINGS

16 GA. 1-1/2" CHANNELS

1/2" PANEL JOINT, TYP.

ALUMINUM WINDOW WALL ASSEMBLY STEEL COLUMN, SEE STRUCT. DRAWINGS

CONTINUOUS STEEL ANGLE GLAZING SUPPORT, ATTACHED TO STEEL CLIPS

HANGING CABLES

9"

EQ 1'-8"

H3 TYP.

BENT STEEL CLIPS, 12" LONG AT 48" O.C. GWB SOFFIT AND FASCIA

C3 8- PF

EQ

STEEL COLUMN, WITH INTUMESCENT FIREPROOFING, SEE STRUCT. DRAWINGS FORMED ALUMINUM FLASHING COLLAR AT COLUMN

C3 8- PF

H1

3-1/2" X 3-1/2" STEEL TUBE AT GLAZING JAMB WOOD BLOCKING

EQ

C3 9- W

3/8" BACKER ROD AND SEALANT METAL-WRAPPED INFILL PANEL

EQ

FIRE ANNUNCIATOR PANEL, SEE FIRE PROTECTION AND ELECTRICAL DRAWINGS

2 1/2" LIGHT GAUGE METAL FRAMING, WITH BATT INSULATION INFILL, TYPE IN-08

6" LIGHT GAUGE METAL FRAMING, WITH BATT INSULATION INFILL

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

COMPOSITE METAL PANEL, TYPE MTL-04 1-1/2" TH. SEMIRIGID INSULATION, TYPE IN-01

22

1/2"

6"

4'-2 1/2"

4" FACE BRICK

4 A625

COMPOSITE METAL PANEL, TYPE MTL-04 1-1/2" RIGID INSULATION, TYPE IN-09 MEMBRANE BARRIER, TYPE MB-01 PLYWOOD SHEATHING

AIR CAVITY

CONCRETE FILL AT COLUMN BASE, FLUSH WITH PAVING

1/2"

LOBBY ROOF T.O.C. 168' - 6"

G

PLYWOOD SUBSTRATE

STEEL BEAM, WITH 2HR SPRAY APPLIED FIREPROOFING, SEE STRUCT. DRAWINGS

3" SEMI-RIGID INSULATION, TYPE IN-02

6" LIGHT GAUGE METAL FRAMING

6" LIGHT GAUGE METAL FRAMING CONCRETE SLAB ON METAL DECK

G

MEMBRANE BARRIER, TYPE MB-01

HOT WATER SUPPLY AND RETURN RISERS

6" C3 9- W

3" SEMI-RIGID INSULATION, TYPE IN-02

4" FACE BRICK

C3 8- PF

MEMBRANE BARRIER, TYPE MB-01

5/8" GLASS MAT GYPSUM SHEATHING

AIR CAVITY

C3 8- PF

SINGLE-PLY MEMBRANE ROOF ON TAPERED INSULATION

PRINCE GEORGE'S COMMUNITY COLLEGE

MEMBRANE BARRIER, TYPE MB-01

TREATED WOOD BLOCKING

° 72

6" LIGHT GAUGE METAL FRAMING

5/8" TH. GLASS-MAT GYPSUM SHEATHING

COMPOSITE METAL PANEL COPING ASSEMBLY

22

CANT STRIP

22

SCHEDULED INTERIOR FINISH 6" LIGHT GAUGE METAL FRAMING

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Entrance and Vestibule Details

22

PLAN DETAIL - WEST GLAZING SOUTH CORNER

2

1 1/2" = 1'-0"

6" CRUSHED STONE ON COMPACTED BASE INSULATION, TYPE IN-07

DETAIL - THRESHOLD AT VESTIBULE A

1

1 1/2" = 1'-0"

A528

DETAIL - STOREFRONT BASE AT WEST FACADE 1 1/2" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

LOCATION OF LIGHT FIXTURES, MECHANICAL DIFFUSERS, ACCESS PANELS, FIRE ALARM DEVICES AND SECURITY DEVICES IN CEILING SHALL BE GOVERNED BY THIS PLAN.

4'-8 5/8"

EQ

3'-8 5/8"

EQ

3.

CENTER DEVICES AND FIXTURES IN CEILING/TILE/PANELS, TYPICAL, U.N.O.

4.

SEE FLOOR PLANS AND INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHT FIXTURES AND OTHER FIRE ALARM SYSTEM, SECURITY AND ELECTRICAL DEVICE LOCATIONS NOT SHOWN OR DIMENSIONED ON THE REFLECTED CEILING PLANS

5.

REFER TO MECHANICAL DRAWINGS FOR DUCT LOCATIONS IN AREAS WITHOUT CEILINGS, U.N.O.

6.

LOCATION OF ACCESS PANELS IN CEILING TO BE COORDINATED WITH ARCHITECT. SIZE TO BE COORDINATED WITH MECHANICAL REQUIREMENTS.

7.

SEE ELECTRICAL LIGHTING AND THEATRICAL PLANS FOR LIGHT FIXTURE TYPES

8.

SPRINKLER HEADS TO BE CONCEALED WITH CAPS TO MATCH ADJACENT CEILING COLOR, TYPICAL AT OCCUPIED AREAS

9.

STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION SYSTEMS TO BE PAINTED AT EXPOSED CEILING AREAS TYPICAL, U.N.O.

OPEN TO BELOW

D

D

EQ

10. FOR SOLAR (SS-01) SHADE SCHEDULES, SEE FINISH SCHEDULE SHEETS A661-A663

1'-0"

6'-11"

STATE OF MD PROJECT NO.: CC-08-MC-12-437

2'-10" TY P.

C

2.

2'-0"

C

3" TYP.

1'-5 5/8" TYP.

8 3/256"

0'-0" INDICATES CEILING HEIGHT. CEILING HEIGHTS ARE REFERENCED FROM THE FLOOR BELOW WHERE HEIGHTS ARE INDICATED.

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

EQ

EQ

EE

1.

3'-8 5/8"

EQ

3'-11" 3'-0"

3" TYP.

5/8" TYP.

12'-0"

B

TYP.

B

SMOKE TYP. CURTAIN

GENERAL NOTES: (RCP)

6

6

PRINCE GEORGE'S COMMUNITY COLLEGE

3 5

3

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Lobby Reflected Ceiling Plans

EQ

11. WHERE NO CEILING IS INDICATED, STRUCTURE IS EXPOSED TO THE ROOM

E

E

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

10' - 0"

4'-10" TYP.

ASSOCIATE ARCHITECT:

KPN ARCHITECTS

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

9' - 3"

THEATER:

F

THEATRE CONSULTANTS COLLABORATIVE, INC. 6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

TYP.

ALIGN ALL JOINTS

18'-0"

F

EQ

ACOUSTICS A/V:

JAFFE HOLDEN

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

EQ

16'-0" 10' - 0"

RCP CEILING FINISHES LEGEND 2'-0"

EQ EQ

25' - 0"

2'-0"

TYP.

TYP.

H1

3" TYP.

4'X6' ACOUSTIC CEILING TILES

16'-0" 10'-0"

H2

8'-0"

SEAL:

RETURN DIFFUSER

4'-0"

SUPPLY DIFFUSER

TYP.

8'-0" P. TY 0" 1'-

P. TY /8" 45

8" .

P TY

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

RCP LEGEND

H2

2'-10" TYP.

3'-0"

8'-0" EQ

8'-0"

H3

12' - 0"

2'-0"

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

EXPOSED METAL DECKING

2'-6" .

TYP

TYP.

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

AB CONSULTANTS 2'-2 "

CIRCULAR SUPPLY AIR DIFFUSER

8' - 0"

K

H3

SURFACE MOUNTED FLUORESCENT STRIP LIGHT

EQ

2'-0"

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

DUCT LINER

4'-0" 6'-0"

6'-0"

HENRY ADAMS, LLC

EXHAUST DIFFUSER TYP.

2'-0" TYP.

EQ EQ EQ EQ

4'-5 1/2 "

51 /4"

TYP.

10'-0"

EQ

10'-0"

EQ

20'-0"

OPEN TO BELOW

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

4'X2' ACOUSTIC CEILING TILES

MEP, FIRE PROTECTION, & ENERGY:

WOVEN WIRE MESH 1'-9 3/4 "

10'-0"

G

2'-6" TYP.

EQ

H1

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

FABRIC WRAPPED FIBERGLASS CEILING PANEL

EQ

G

CAGLEY & ASSOCIATES

ACOUSTICAL TILE CEILING 1'-0"

ALIGN ALL JOINTS

STRUCTURAL:

GYPSUM WALL BOARD CEILING

STEM OR CABLE MOUNTED DIRECT-INDIRECT FLUORESCENT STRIP LIGHT

10' - 0"

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

RECESSED FLUORESCENT FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE

1 A625

H4

4

22

9' - 3"

TRACK MOUNTED ACCENT FIXTURE

H4

SUSPENDED OR SURFACE MOUNTED LED HIGHBAY LUMINAIRE

10' - 0"

SURFACE MOUNTED LED INDUSTRIAL LIGHT FIXTURE

32

32

" 11 6'-

23

RECESSED CAN LIGHT FIXTURE

23

RECESSED CAN LIGHT FIXTURE WITH WALL WASHER OPTICS

12' - 0"

SECURITY CAMERA EXIT SIGN CEILING MOUNTED POCHE(S) INDICATE ILLUMINATED FACE EXIT SIGN WALL MOUNTED POCHE(S) INDICATE ILLUMINATED FACE

EQ 3" TY P.

62

" 11 9'-

33

62

33

3" TY P.

C:\Revit Local\QUEEN ANNE_Central_BYanku.rvt

EQ

WAP

1" '-1 12

0" 3'-

10' - 0"

WIRELESS ACCESS POINT

ISSUE NAME:

SPEAKER

REV: DATE 10.30.2015

LED PENDANT UP/DOWN LIGHT

DESCRIPTION BID SET NOT FOR CONSTRUCTION

CONCEALED TYPE SPRINKLER

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

UPRIGHT PENDANT TYPE SPRINKLER

34

3" TY P.

7' - 2"

34

ACOUSTICAL DIFFUSER

10' - 0"

LIGHTING FIXTURE: DOWNLIGHT CEILING MOUNTED CORD AND PENDANT REEL

LOBBY REFLECTED CEILING PLAN

35 35

DATE:

36

SCALE:

10/26/2015 11:07:32 AM

40

2

36

SECOND FLOOR LOBBY CEILING PLAN

40

J

K

As indicated

A452

41

FIRST FLOOR LOBBY CEILING PLAN

1

3/32" = 1'-0"

10.30.2015

DR/CHECK BY: Author

3/32" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

4'-0"

4'-0"

1'-4"

4'-0"

1'-4"

4'-0"

4'-0"

1'-4"

4

9 A462

A462

2 _____

HPC

A462

06

3 _____ A462

SECOND FLOOR CORRIDOR

LEVEL 02 (+15' -9") 155' - 9"

HPC

LEVEL 02 (+15'-9")

8'-5 1/2"

06

R 8'-0" CLEA EQ.

7 A461

EQ.

E

TOP OF LANDING (+9'-11")

1'-0"

149'-11"

MP

DN 2'-11"

A461

2

10 T @

02

- 2" 11" = 9'

TOP OF PLINTH (+3'-6") 143'-6"

LANDING (+9'-11")

T@

8

A461

A461 10

= 11"

74.0 °

1/4" = 1'-0"

" 1'-0

ELEVATION - GRAND STAIR

6'-10"

8

12

90.0 °

90 .0°

1/8" 2'-2

05

.0° 164

° 16.0

1'-0"

LEVEL 01 (+0' - 0") 140' - 0"

WDF

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

11'

3'-8"

1'-4"

1'-4"

4'-0"

4'-0"

1'-4"

3'-4"

3'-8"

" -0

4'-0"

3'-4"

MTL PAN STAIR

° 16.0

1'-4"

4 A461

STATE OF MD PROJECT NO.: CC-08-MC-12-437

1'-4"

1 _____

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

8'-8"

10.0°

PRINCE GEORGE'S COMMUNITY COLLEGE

3

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Monumental Stairs

ASSOCIATE ARCHITECT:

KPN ARCHITECTS " 1'-0

LEVEL 02 (+15' -9") 155' - 9"

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

F

" 4'-0

THEATER:

THEATRE CONSULTANTS COLLABORATIVE, INC. 6T @1 5 1" =

WD PLATFORM

7'-8 1/4"

'-6

TOP OF LANDING (+9'-11") 149'-11"

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688 ACOUSTICS A/V:

JAFFE HOLDEN

"

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168 STRUCTURAL:

CAGLEY & ASSOCIATES 12 _____

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

TOP OF PLINTH (+3'-6")

A462

143'-6"

MEP, FIRE PROTECTION, & ENERGY:

HENRY ADAMS, LLC

LEVEL 01 (+0' - 0") 140' - 0"

2

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

ELEVATION - GRAND STAIR

1

1/4" = 1'-0"

STAIR A ENLARGED PLAN AT SECOND FLOOR

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

AB CONSULTANTS

1/4" = 1'-0"

10

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

A462

LINE OF STRIKER 3/8" 14'-7

HSS STEEL TUBES SEE STRUCTURAL

LINE OF STRIKER

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

MITER ALL CORNERS TYP.

90 .0°

SEAL:

WD NOSING TRIM TYP.

16.0°

T&G WOOD FLOORING, WD-XX (TYP.)

FIN FLR (+21")

P. 3" TY

TUBE

1'-4"

3'-0"

1'-4"

TUBE

1'-3 1/2"

3'-0"

10 6.0 °

4" 1'-3 1/

8'-8"

14'-11 7/8 "

TUBE

3'-9"

1/8" 2'-11

TUBE

3'-9"

° .0 80

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

9 A462

1 _____ A462

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

11"

3'-3"

90 .0 °

1'-6" 2'-0 5/8"

7"

5'-5 3/4"

3'-8"

" 12'-4 1/8

1'-4"

CHANNEL WELD CONNECTION

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

8" 2'-0 5/

8'-7"

14'-8"

A462

A462

1'-6 3/4"

9

3 _____

A462

1'-4"

ALIGN

3'-4"

EQ 2 _____

2 3/8"

FIN FLR (+42")

2'-9"

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

1'-10"

3 3/8"

BID SET NOT FOR CONSTRUCTION

82 .0°

2 1/2" 6'-3"

1'-0 5/8"

P.) TREAD (TY WD - STAIR

DESCRIPTION

11" 11"

CHANNEL WELD CONNECTION

ALIGN

ISSUE NAME: 10.30.2015

11"

1'-0"

1'-5 5/8"

8.0°

1'-10"

5 _____

STAIR A ENLARGED FLOOR PLANS AND SECTION

11"

3'-2 3/4"

KEYPLAN

"

REV: DATE

11"

11 3/8"

1'-6 1/8" 82 .0 °

A462

E

EQ

90 .0°

7'-10"

4'-0"

10

3'-4"

A485

1'-6"

1' - 6

3'-9 7/8"

8" 2'-2 1/

9 _____

8" 1'-6 1/

8.0°

C:\Revit Local\QUEEN ANNE_Central_BYanku.rvt

19'-6"

11 6.

0°

F

A485

3

DATE:

8'-8"

SCALE:

10.30.2015 As indicated

10/26/2015 3:38:16 PM

DR/CHECK BY: Author

7

LOBBY STAIR LANDING - SECOND FLOOR

4

1/2" = 1'-0"

STAIR A ENLARGED LANDING

6

1/2" = 1'-0"

A461

LOBBY STAIR PLINTH - FIRST FLOOR 1/2" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

A462

STL. ANGLE

2'-4"

2'-4"

1B _____

LEVEL 02 (+15' -9") 155' - 9"

SIM

A487

6 1/4"

METAL LATH PANEL, WITH 1" U-EDGE, TYPE MP-02

6"

6" MTL. STUD

REVEAL MOLDING

9 7/8"

STL. "FLANGE" - WELDED TO WEBBING BENEATH GYP. BD. FINISH

WD. BLOCKING

CONTINUOUS WELD GRIND SMOOTH W18X35 STL. FRAMING SEE STRUCT. DWGS

NEW HALLAM STAGE LEVEL (+3'-7 1/2") 143' - 7 1/2"

4 A462

6"

LEVEL 01 (+0' - 0") 140' - 0"

9

DETAIL - STAIR A SECOND FLOOR LANDING

2

1 1/2" = 1'-0"

STAIR A LONGITUDINAL SECTION

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

1/4" = 1'-0"

ASSOCIATE ARCHITECT:

KPN ARCHITECTS

2 1/2" X 3/4" PAINTED METAL CAP 2 1/2" X 3/4" PAINTED STEEL RAILING

PTD. STL. RAILING MC 18X47.2 - SEE STRUCT. DWGS CONC. ON 3" MTL. DECKING STL. ANGLE

THEATER:

THEATRE CONSULTANTS COLLABORATIVE, INC. 6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

6 1/4"

2 1/2" X 3/4" STEEL BARS 4" O.C. MAX, WITH 45ยบ ALTERNATING ROTATION

METAL LATH PANEL, WITH 1" U-EDGE, TYPE MP-02

1'-0 1/2"

ACOUSTICS A/V:

JAFFE HOLDEN

2 1/2" X 3/4" STEEL RAILING

4'-0"

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

CONTINUOUS WELD GRIND SMOOTH 2 1/2" X 3/4" STEEL BARS 4" O.C. MAX, FULL HEIGHT, WITH CONNECTION TO STEEL CHANNEL

1'-5 3/4"

STL. "FLANGE" - WELDED TO WEBBING BENEATH GYP. BD. FINISH

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

2" DIA. PAINTED STEEL HANDRAIL, WITH 1" X 3/4" METAL RAIL ADAPTER

LEVEL 02 (+15' -9") 155' - 9"

6" HSS STL. TUBING SEE STRUCT. DWGS

W18 X 35 STL. FRAMING - SEE STRUCT. DWGS

STRUCTURAL:

CAGLEY & ASSOCIATES

LEVEL 02 (+15' -9") 155' - 9"

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

MEP, FIRE PROTECTION, & ENERGY:

HENRY ADAMS, LLC

PAINTED STEEL CHANNEL - SEE STRUCT. DWGS

4" TYP.

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501 CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

DETAIL - STAIR A SECOND FLOOR LANDING EDGE

AB CONSULTANTS 9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

1 1/2" = 1'-0"

4"

1

STATE OF MD PROJECT NO.: CC-08-MC-12-437

3 _____

CONC. ON 3" MTL. DECKING

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

LEVEL 02.5 (+21' -0") 161' - 0"

18" STL. FLANGE - SEE STRUCT. DWGS

PRINCE GEORGE'S COMMUNITY COLLEGE

RAILING BEYOND PTD. STL. RAILING

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Monumental Stairs

E

EDGE OF SLAB

2'-4"

CONC. ON 3" MTL. DECKING

7

6" MTL. STUD

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

DTL - TOP OF STAIR A 1" = 1'-0"

SEAL:

STL. ANGLE 6 1/4"

6" HSS STL. TUBING SEE STRUCT. DWG METAL LATH PANEL, WITH 1" U-EDGE, TYPE MP-02 WD. BLOCKING MC 18X42.7 - SEE STRUCT. DWG

DTL - LANDING STAIR A

8

1" = 1'-0"

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

9 7/8"

STL. "FLANGE" WELDED TO WEBBING BENEATH GYP. BD. FINISH W18X35 STL. FRAMING SEE STRUCT. DWG

11

DETAIL - RAIL AT 2ND FLOOR LANDING

DTL - PLINTH LANDING STAIR A 1" = 1'-0"

1 1/2" = 1'-0"

PAINTED STEEL RAILING

1 1/2"

KEYPLAN

1 1/2"

1/2" DIA. STAINLESS STEEL ELBOW SUPPORT

3'-6"

CONC. FILL STAIR TREAD SET IN MTL. TRAY 1 1/2" DEEP

3 1/8" DIA. MOUNTING PLATE

CONTINUOUS RESILIENT GASKET 3/4" STAINED WOOD FINISH

7"

5 1/4" OAK WOOD PANELS

EMBEDDED ALUMINUM TAPERED SHOE (SLOPED AT STAIR RUN) 7"

CONC. PLINTH

PTD. STL. RAILING

CONTINUOUS WELD GRIND SMOOTH

1/2" x 4" STEEL PLATE LEVEL 01 (+0' - 0") 140' - 0"

10.30.2015

PAINTED STEEL RISER, TYP.

METAL PAN AND PAINTED RISER, TYP. CONC. FILL STAIR TREAD SET IN MTL TRAY 1-1/2" DEEP

7"

1 1/4" X 1 1/4" CARRIER ANGLE 6" HSS STL. TUBING SEE STRUCT. DWGS

ISSUE NAME: REV: DATE

2 5/16"

METAL PANS WELDED TO RISERS, TYP. METAL PAN AND PAINTED RISER, TYP.

2'-10"

C:\Revit Local\QUEEN ANNE_Central_BYanku.rvt

PAINTED STEEL CHANNEL - SEE STRUCT. DWGS

STEEL CHANNEL SEE STRUCT. DWGS

BID SET NOT FOR CONSTRUCTION

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

CONC. STAIR TREAD

MC 18 BEYOND - SEE STRUCT. DWGS

DESCRIPTION

METAL PAN, TYP

METAL PANS WELDED TO RISERS TYP

1 1/4" X 1 1/4" CARRIER ANGLE

1 1/4" X 1 1/4" CARRIER ANGLE

6" HSS STL. TUBING SEE STRUCT. DWGS

6" HSS STL. TUBING SEE STRUCT. DWGS

METAL LATH PANEL WITH 1" U-EDGE, TYPE MP-02

METAL LATH PANEL, WITH 1" U-EDGE, TYPE MP-02

7"

3

STAIR A DETAILS

DATE: SCALE:

10.30.2015 As indicated

10/26/2015 4:21:17 PM

DR/CHECK BY: Author

4

DETAIL - MAIN LOBBY STAIR PLINTH

12

1 1/2" = 1'-0"

DETIAL - STAIR A PLINTH RAILING 1 1/2" = 1'-0"

DETAIL - STAIR A MAIN TREAD

5

6

1 1/2" = 1'-0"

A462

DETAIL - STAIR A FLANGE 1 1/2" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

H1

-

OBJECT

-

SURFACE

5.5

J

PIPE & TUBE RAILING SYSTEM WITH METAL MESH INFILL & WOOD CAP

K

CEILING HEIGHT 165' - 0"

EQ

6 _____

4'-0"

EQ

5.5

A485

TYP.

LEVEL 02 (+15' -9") 155' - 9"

3 _____

LEVEL 02 (+15' -9") 155' - 9"

LOBBY GYP CURTAIN LEGEND:

10 _____

A528

A528

GRIDLINE 1'-1"

PLAN LEVEL 01 (+0' - 0") 140' - 0"

3"

EDGE OF SLAB

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

5/8" 5/8"

LEVEL 01 (+0' - 0") 140' - 0"

5/8"

2A A487

EQ

5/8"

EQ

ENLARGED ELEVATION - WEST LOBBY

G

F

1'-6 1/4"

4'-0"

2'-4"

3'-0"

13'-2" 3 A484

1'-4 5/8"

4'-0"

2'-4"

3'-6"

3'-0"

4'-0"

2'-4"

3'-6"

E

3'-0"

4'-0"

2'-4"

3'-6"

3'-0"

4'-0"

2'-4"

3'-6"

8'-8 3/4"

A484

3'-0"

4'-0"

7 _____

SIM

7 _____

A485

A485

3'-6"

3'-0"

4'-0"

2'-4"

3'-6"

3'-0"

4'-0"

2'-4"

SIM

SIM

7 _____

A485

A485

3'-6"

3'-0"

4'-0"

14'-9 5/8"

10 _____

8 _____

A485

2'-4"

C

7'-7" 8 _____

SIM

2 A484

A485

A485

2'-4"

3'-6"

3'-0"

4'-0"

1 A484

2'-4"

3'-6"

3'-0"

4'-0"

A485

2'-4"

3'-6"

7'-9" 10 _____

KPN ARCHITECTS

B

8'-11 3/8" 11 _____

ASSOCIATE ARCHITECT:

ELEVATION: PANEL DEPTH

3/16" = 1'-0"

D

4'-3"

10 _____

4

ENLARGED ELEVATION SOUTH LOBBY - WEST

5

3/16" = 1'-0"

SIM

8 _____

A485

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

SIM

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

1

2

3

+0": BASE LAYER 5/8" GYP BD. (TYP)

+5/8": (1) LAYER 5/8" GYP BD.

+ 1 1/4": (2) LAYERS 5/8" GYP BD.

THEATER:

THEATRE CONSULTANTS COLLABORATIVE, INC. 6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

A485

CEILING HEIGHT

EDGE OF REVEAL AND PANEL OR OPENING DIMENSION TO EDGE

DIMENSIONING FOR PANELS & OPENINGS

5/8"

4

1

+5/8" 3 2

2 3

3

3

2

3

2

3

2

3

2

LEVEL 02 (+15' -9") 155' - 9"

2 1

1

GALLERY

SIM

5 _____

3

A486

A484

3

2

2

9" HT. METAL SIGNAGE LETTERING

3

2

3

2

2

3

2

3

2 6 _____

3

2

1

1 1/2"

CAGLEY & ASSOCIATES 6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501 CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

AB CONSULTANTS 9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092 I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

A485

SEAL:

LEVEL 01 (+0' - 0") 140' - 0"

BULLETIN BOARD

3

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

HENRY ADAMS, LLC

1 1/2"

8'-9"

ALIGN

JAFFE HOLDEN

MEP, FIRE PROTECTION, & ENERGY:

5/8"

1

1"

1 _____

WK POINT + 12' - 0 1/4"

DIMENSION TO EDGE

2'-11" A485

ACOUSTICS A/V:

STRUCTURAL:

PAINTED WOOD

OPEN

12'-0 1/4"

+0" +1 1/4

A485

EDGE OF REVEAL AND PANEL OR OPENING

A485

A485

1'-1 1/8"

A485

A485

SIM

3 2 _____ _____

4 _____

3'-10 7/8"

A485

5 _____

7'-1 5/8"

A485

A486 SIM

SIM

5'-6 1/4"

1'-1 1/8"

1 _____

3 _____

2 _____

6'-11 3/4"

9 _____

2 _____

11 1/4"

9'-3"

SIM

A485

27'-11 3/4"

2'-8 1/4"

A486

7'-1 5/8"

4 8 _____

3'-2 3/4"

165' - 0"

4 _____

STATE OF MD PROJECT NO.: CC-08-MC-12-437

H2

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

H3

PRINCE GEORGE'S COMMUNITY COLLEGE

KEYNOTES:

H4

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Interior Wall Elevations

ENLARGED ELEVATION WEST LOBBY - WEST 3/16" = 1'-0"

C

D

E

F

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

6'-11 3/4"

3'-2 1/4"

LEVEL 02 (+15' -9") 155' - 9"

2

ELEVATION - SECOND FLOOR LOBBY CORRIDOR - WEST 3/16" = 1'-0"

5 3'-0"

6 4'-0"

2'-4"

3'-6"

3'-0"

4'-0"

2'-4"

3'-6"

3'-1"

4'-10" 7 _____

4 A488 D:\Revit Local\QUEEN ANNE_Central_HSchmitt.rvt

3'-0"

SIM

A485

8 _____

SIM

4'-0"

2'-4"

SIM

8 _____

3'-0"

SIM

4'-0"

8 _____

2'-4"

SIM

8 _____

A485

A485

A485

A485

3'-6"

1'-5 3/8"

FF

5'-10"

10 _____

GG

SIM

A485

3 _____ A488

CEILING HEIGHT

SMOKE CURTAIN

2

11 _____

2

3

A485

SIM

2

EQ

1

+ 0"

+1 1/4"

+5/8"

3'-4 1/4"

1 _____

A488

1B

A488

2

2 _____ A488

LEVEL 02 (+15' -9") 155' - 9"

3

3

WK POINT +7' - 0"

2

3

2

INTERIOR ELEVATIONS - LOBBY

4 5

WK POINT +8' - 2 7/8"

DATE:

10/26/2015 12:18:49 PM

SCALE:

LEVEL 01 (+0' - 0") 140' - 0"

1B

BID SET NOT FOR CONSTRUCTION

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

3

LEVEL 02 (+15' -9") 155' - 9"

EQ

2

DESCRIPTION

1A

TYP. TYP.

2

3

9'-0"

A488

1 _____

3

A485

EQ

14'-7 1/2"

3

SIM

1 _____

1'-1 7/8"

EQ

4 _____

2'-0 1/4"

3'-10 1/8"

SIM

A485

2'-9 3/4" TYP.

A485

3'-2"

SIM

3 2 _____ _____

A486

4'-10"

8'-6 1/4"

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

A488

REV: DATE

165' - 0"

10.30.2015

3 _____

6'-1"

12 _____

ISSUE NAME:

CEILING HEIGHT

165' - 0"

1A

3/16" = 1'-0"

As indicated

A456

LEVEL 01 (+0' - 0") 140' - 0"

ENLARGED ELEVATION NORTH LOBBY - NORTH

10.30.2015

DR/CHECK BY: Author

ENLARGED ELEVATION NORTH LOBBY - EAST 3/16" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

3/8"

3/8"

12

5/8" GYP. BD.

1/2" REVEAL

LIGHT GAUGE MTL. FRAMING

LOBBY CEILING TILES

3" HORIZONTAL "Z" CHANNEL

DETAIL - SECOND FLOOR LOBBY CORR. WINDOW HEADER

STL. FRAMING - SEE STRUCT. FOR BEAM SIZES REQ'D FIREPROOFING

10" LIGHT GAUGE MTL. FRAMING

1 1/2" = 1'-0"

SEE LOBBY INT. ELEVS. FOR DIFFUSER LOCATIONS

3/8"

ALIGN

STL. ANGLE CEILING RUNNERS, TYP

PTD. WD. BLOCKING

3 1/4"

WOOD BLOCKING

3

BASE (SEE FINISH SCHEDULE)

1'-0" 3/8"

FIREPROOFING

8

3/8"

1 1/2" = 1'-0"

ASSOCIATE ARCHITECT:

KPN ARCHITECTS

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

DETAIL - FIRST FLOOR LOBBY CORR. OVERHANG

THEATER:

1 1/2" = 1'-0"

THEATRE CONSULTANTS COLLABORATIVE, INC.

2"

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

3/4" PLYWOOD 3/4" PLYWOOD

5/8" GYP. BD.

(2) 5/8" GYP. BD.

AFF

SOLID WD BLOCKING

RECESSED WOOD BASE 6" LIGHT GAUGE MTL. FRAMING

FIREPROOFING AS REQ'D

ACOUSTICS A/V:

JAFFE HOLDEN

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

LOBBY

ART GALLERY

BOX HEADER 6" LIGHT GAUGE MTL. FRAMING 3" HORIZONTAL "Z" CHANNEL BASE LAYER 5/8" GYP. BD. (TYP) SEE LOBBY INT. ELEVS. FOR PANEL DEPTH BEAM CLIP

SEE STRUCT. DWGS FOR BEAM SIZES

1 1/2"

PTD. WD. FRAMING

3 1/4"

SEE STRUCTURAL DWGS FOR BEAM SIZES

9

2'-0 1/4"

3/8"

BENT PANEL - SEE STRUCT. DWGS

DETAIL - FIRST FLOOR LOBBY CORRIDOR

ALIGN

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

STRUCTURAL:

7"

LEVEL 02 (+15' -9") 155' - 9"

BENT PANEL - SEE STRUCT. DWGS PAINTED STEEL LEVEL 02 (+15' -9") 155' - 9"

CORNER BEAD MILGO/BUFKIN SINGLE LEG CHANNEL

SEE RCP FOR DIFFUSER LOCATIONS, SEE MEP DWGS FOR DIFFUSER SIZES

CAGLEY & ASSOCIATES 6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

4"

CONC. SLAB ON MTL. DECK

AFF.

3/4" PLYWOOD 5/8" GYP. BD.

PTD. STL RAILINGS - SEE A487 FOR RAILING DETAILS 12" MC

CORNER BEAD - MILGO/BUFKIN EDGE TRIM, OVERLAP SINGLE LEG CHANNEL

ACOUSTICAL CEILING TILE

1 1/2"

1 1/2" = 1'-0"

3/8"

1 1/2" = 1'-0"

DETAIL - SECOND FLOOR LOBBY CORR. RAIL HEADER

1 1/2"

11

SEE LOBBY INT. ELEVS. FOR PANEL DEPTH

5/8" GYPSUM BOARD CEILING, PAINTED

LIGHT GAUGE MTL. FRAMING

3/8"

3/8"

BASE LAYER 5/8" GYP BD. (TYP) LIGHT GAUGE MTL. FRAMING

BASE LAYER 5/8" GYP BD. (TYP) SEE LOBBY INT. ELEVS. FOR PANEL DEPTH

10

6" LIGHT GAUGE MTL. FRAMING

1/2" REVEAL

BOX HEADER

DETAIL - SECOND FLOOR CORR. WINDOW SILL

3" HORIZONTAL "Z" CHANNEL

BEAM CLIP

STATE OF MD PROJECT NO.: CC-08-MC-12-437

1 1/2" STANDARD CEILING TEE - SEE RCP FOR DIRECTION OF MAIN TEE

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

3

PRINCE GEORGE'S COMMUNITY COLLEGE

NOTE: L.G.M.F. - SEE SPECIFICATION FOR CONTRACTOR'S ENGINEERING DESIGN REQUIREMENTS (TYPICAL @ LOBBY GWB CURTAIN)

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Interior Wall Details

3

LEVEL 01 (+0' - 0") 140' - 0"

MEP, FIRE PROTECTION, & ENERGY:

HENRY ADAMS, LLC

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501 CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

6

1 1/2" = 1'-0"

DETAIL - SECOND FLOOR LOBBY CORR.

5

1 1/2" = 1'-0"

AB CONSULTANTS

DETAIL - LOBBY CORRIDOR WALL BASE

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

1 1/2" = 1'-0"

3

3

4

2

A484

A484

LOBBY ROOF (+28' - 0") 168' - 0"

LOBBY ROOF (+28' - 0") 168' - 0"

BOTTOM OF ROOF DECK

CEILING HEIGHT

CEILING HEIGHT

CEILING HEIGHT

165' - 0"

165' - 0"

165' - 0"

EQ

DIFFUSER - SEE MECH. DWGS OPEN

CORRIDOR

WOOD SURROUND (WD-XX)

OFFICE

PTD GWB

PTD. WD. FRAMING

OPEN

CORRIDOR

OPEN

4 _____

PTD STL GUARD RAIL

LEVEL 02 (+15' -9") 155' - 9"

A485

LEVEL 02 (+15' -9") 155' - 9"

LEVEL 02 (+15' -9") 155' - 9"

LEVEL 02 (+15' -9") 155' - 9"

6 A484

7 A484

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

11 A485

11 A484

C:\Revit Local\QUEEN ANNE_Central_BYanku.rvt

SEAL:

SIM

A485

A485

BOTTOM OF ROOF DECK

10 A484

DIFFUSER - SEE MECH DWGS

10 _____

11 _____

LOBBY ROOF (+28' - 0") 168' - 0"

BOTTOM OF ROOF DECK

BOTTOM OF ROOF DECK

12 A484

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

EQ

7

DETAIL - SECOND FLOOR CORR. SLAB

KEYPLAN

NORTH LOBBY BRIDGE

GALLERY

DIFFUSER SEE A641 FOR PLACEMENT

DIFFUSER - SEE MECH. DWGS

8 A484

PNTD GYP. BD.

ISSUE NAME:

DIFFUSER SEE MEP DWG FOR SIZE

REV: DATE 10.30.2015

DESCRIPTION BID SET NOT FOR CONSTRUCTION

9 A484

DIFFUSER - SEE MECH. DWGS

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

ALIGN

10'-0"

LOBBY

10'-0"

FLEX I

LOBBY WALL DETAILS

5 A484

DATE:

10/26/2015 6:01:25 PM

LEVEL 01 (+0' - 0") 140' - 0"

4

LOBBY WALL SECTION

LEVEL 01 (+0' - 0") 140' - 0"

3

3/8" = 1'-0"

LEVEL 01 (+0' - 0") 140' - 0"

LOBBY WALL ENLARGED PARTIAL ELEVATION

2

3/8" = 1'-0"

LEVEL 01 (+0' - 0") 140' - 0"

LOBBY WALL SECTION

1

3/8" = 1'-0"

SCALE:

10.30.2015 As indicated

DR/CHECK BY: Author

A484

LOBBY WALL ENLARGED PARTIAL ELEVATION 3/8" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

3/8"

3/8"

12

5/8" GYP. BD.

1/2" REVEAL

LIGHT GAUGE MTL. FRAMING

LOBBY CEILING TILES

3" HORIZONTAL "Z" CHANNEL

DETAIL - SECOND FLOOR LOBBY CORR. WINDOW HEADER

STL. FRAMING - SEE STRUCT. FOR BEAM SIZES REQ'D FIREPROOFING

10" LIGHT GAUGE MTL. FRAMING

1 1/2" = 1'-0"

SEE LOBBY INT. ELEVS. FOR DIFFUSER LOCATIONS

3/8"

ALIGN

STL. ANGLE CEILING RUNNERS, TYP

PTD. WD. BLOCKING

3 1/4"

WOOD BLOCKING

3

BASE (SEE FINISH SCHEDULE)

1'-0" 3/8"

FIREPROOFING

8

3/8"

1 1/2" = 1'-0"

ASSOCIATE ARCHITECT:

KPN ARCHITECTS

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

DETAIL - FIRST FLOOR LOBBY CORR. OVERHANG

THEATER:

1 1/2" = 1'-0"

THEATRE CONSULTANTS COLLABORATIVE, INC.

2"

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

3/4" PLYWOOD 3/4" PLYWOOD

5/8" GYP. BD.

(2) 5/8" GYP. BD.

AFF

SOLID WD BLOCKING

RECESSED WOOD BASE 6" LIGHT GAUGE MTL. FRAMING

FIREPROOFING AS REQ'D

ACOUSTICS A/V:

JAFFE HOLDEN

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

LOBBY

ART GALLERY

BOX HEADER 6" LIGHT GAUGE MTL. FRAMING 3" HORIZONTAL "Z" CHANNEL BASE LAYER 5/8" GYP. BD. (TYP) SEE LOBBY INT. ELEVS. FOR PANEL DEPTH BEAM CLIP

SEE STRUCT. DWGS FOR BEAM SIZES

1 1/2"

PTD. WD. FRAMING

3 1/4"

SEE STRUCTURAL DWGS FOR BEAM SIZES

9

2'-0 1/4"

3/8"

BENT PANEL - SEE STRUCT. DWGS

DETAIL - FIRST FLOOR LOBBY CORRIDOR

ALIGN

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

STRUCTURAL:

7"

LEVEL 02 (+15' -9") 155' - 9"

BENT PANEL - SEE STRUCT. DWGS PAINTED STEEL LEVEL 02 (+15' -9") 155' - 9"

CORNER BEAD MILGO/BUFKIN SINGLE LEG CHANNEL

SEE RCP FOR DIFFUSER LOCATIONS, SEE MEP DWGS FOR DIFFUSER SIZES

CAGLEY & ASSOCIATES 6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

4"

CONC. SLAB ON MTL. DECK

AFF.

3/4" PLYWOOD 5/8" GYP. BD.

PTD. STL RAILINGS - SEE A487 FOR RAILING DETAILS 12" MC

CORNER BEAD - MILGO/BUFKIN EDGE TRIM, OVERLAP SINGLE LEG CHANNEL

ACOUSTICAL CEILING TILE

1 1/2"

1 1/2" = 1'-0"

3/8"

1 1/2" = 1'-0"

DETAIL - SECOND FLOOR LOBBY CORR. RAIL HEADER

1 1/2"

11

SEE LOBBY INT. ELEVS. FOR PANEL DEPTH

5/8" GYPSUM BOARD CEILING, PAINTED

LIGHT GAUGE MTL. FRAMING

3/8"

3/8"

BASE LAYER 5/8" GYP BD. (TYP) LIGHT GAUGE MTL. FRAMING

BASE LAYER 5/8" GYP BD. (TYP) SEE LOBBY INT. ELEVS. FOR PANEL DEPTH

10

6" LIGHT GAUGE MTL. FRAMING

1/2" REVEAL

BOX HEADER

DETAIL - SECOND FLOOR CORR. WINDOW SILL

3" HORIZONTAL "Z" CHANNEL

BEAM CLIP

STATE OF MD PROJECT NO.: CC-08-MC-12-437

1 1/2" STANDARD CEILING TEE - SEE RCP FOR DIRECTION OF MAIN TEE

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

3

PRINCE GEORGE'S COMMUNITY COLLEGE

NOTE: L.G.M.F. - SEE SPECIFICATION FOR CONTRACTOR'S ENGINEERING DESIGN REQUIREMENTS (TYPICAL @ LOBBY GWB CURTAIN)

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Interior Wall Section Details

3

LEVEL 01 (+0' - 0") 140' - 0"

MEP, FIRE PROTECTION, & ENERGY:

HENRY ADAMS, LLC

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501 CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

6

1 1/2" = 1'-0"

DETAIL - SECOND FLOOR LOBBY CORR.

5

1 1/2" = 1'-0"

AB CONSULTANTS

DETAIL - LOBBY CORRIDOR WALL BASE

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

1 1/2" = 1'-0"

3

3

4

2

A484

A484

LOBBY ROOF (+28' - 0") 168' - 0"

LOBBY ROOF (+28' - 0") 168' - 0"

BOTTOM OF ROOF DECK

CEILING HEIGHT

CEILING HEIGHT

CEILING HEIGHT

165' - 0"

165' - 0"

165' - 0"

EQ

DIFFUSER - SEE MECH. DWGS OPEN

CORRIDOR

WOOD SURROUND (WD-XX)

OFFICE

PTD GWB

PTD. WD. FRAMING

OPEN

CORRIDOR

OPEN

4 _____

PTD STL GUARD RAIL

LEVEL 02 (+15' -9") 155' - 9"

A485

LEVEL 02 (+15' -9") 155' - 9"

LEVEL 02 (+15' -9") 155' - 9"

LEVEL 02 (+15' -9") 155' - 9"

6 A484

7 A484

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

11 A485

11 A484

C:\Revit Local\QUEEN ANNE_Central_BYanku.rvt

SEAL:

SIM

A485

A485

BOTTOM OF ROOF DECK

10 A484

DIFFUSER - SEE MECH DWGS

10 _____

11 _____

LOBBY ROOF (+28' - 0") 168' - 0"

BOTTOM OF ROOF DECK

BOTTOM OF ROOF DECK

12 A484

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

EQ

7

DETAIL - SECOND FLOOR CORR. SLAB

KEYPLAN

NORTH LOBBY BRIDGE

GALLERY

DIFFUSER SEE A641 FOR PLACEMENT

DIFFUSER - SEE MECH. DWGS

8 A484

PNTD GYP. BD.

ISSUE NAME:

DIFFUSER SEE MEP DWG FOR SIZE

REV: DATE 10.30.2015

DESCRIPTION BID SET NOT FOR CONSTRUCTION

9 A484

DIFFUSER - SEE MECH. DWGS

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

ALIGN

10'-0"

LOBBY

10'-0"

FLEX I

LOBBY WALL DETAILS

5 A484

DATE:

10/26/2015 6:01:25 PM

LEVEL 01 (+0' - 0") 140' - 0"

4

LOBBY WALL SECTION

LEVEL 01 (+0' - 0") 140' - 0"

3

3/8" = 1'-0"

LEVEL 01 (+0' - 0") 140' - 0"

LOBBY WALL ENLARGED PARTIAL ELEVATION

2

3/8" = 1'-0"

LEVEL 01 (+0' - 0") 140' - 0"

LOBBY WALL SECTION

1

3/8" = 1'-0"

SCALE:

10.30.2015 As indicated

DR/CHECK BY: Author

A484

LOBBY WALL ENLARGED PARTIAL ELEVATION 3/8" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

TRIM TYPE DTR-5, SEE A652

5/8"

PLYWOOD SHEATHING

LOCATE STUDS AT EDGES OF REVEAL - ANCHOR CORNER BEAD TO STUD

5/8" GYP BD. PTD. MTL. STRINGER AND GUARDRAIL

1 1/2"

3"

10" LIGHT GAUGE MTL. FRAMING

6'-1 3/8"

TRIM TYPE DTR-3, SEE A652

TRIM TYPE DTR-11, SEE A652

TRIM TYPE DTR-11, SEE A652

TRIM TYPE DTR-2, SEE A652

INTERIOR LOBBY PLAN DETAIL - WALL OPENING

7

2'-10 1/8"

5/8" GYP BD. ADHERED TO DRUM OF PROSCENIUM THEATER

3" HORIZONTAL "Z" CHANNEL BASE LAYER 5/8" GYP. BD. SEE LOBBY INT. ELEVS. FOR PANEL DEPTH

5/8"

5/8" 5/8"

° .9 74

SEE DWG A459 FOR PANEL SIZE AND ALIGNMENT

STATE OF MD PROJECT NO.: CC-08-MC-12-437

WOOD BLOCKING

10"

1'-1" EDGE OF SLAB TYP.

ALIGN

1'-4 5/8"

ENTRY ED GE

TRIM TYPE DTR-5, SEE A652

5/8" REVEAL

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

3

PRINCE GEORGE'S COMMUNITY COLLEGE

NOTE: L.G.M.F. - SEE SPECIFICATION FOR CONTRACTOR'S ENGINEERING DESIGN REQUIREMENTS (TYPICAL @ LOBBY GWB CURTAIN)

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Interior Plan Details

1 1/2" = 1'-0"

SEE PLANS FOR PARTITION TYPE CURVED WALL

SEE STRUCTURAL

TRIM TYPE DTR-1, SEE A652 SEE STRUCT. DWGS FOR COLUMN SIZES

LIGHT GAUGE METAL FRAMING 11 5/8"

5/8" PLYWOOD

3

CORNER BEAD

TRIM TYPE DTR-1, SEE A652

3"

PLAN DETAIL - PROSCENIUM SOUTH ENTRY

TRIM TYPE DTR-2, SEE A652

WOOD BLOCKING DIFFUSER - SEE LOBBY INT. ELEVS. FOR LOCATION

JAFFE HOLDEN

TRIM TYPE DTR-11, SEE A652

STRUCTURAL:

BASE LAYER 5/8" GYP. BD. (TYP)

11"

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

1 1/2" = 1'-0"

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

TRIM TYPE DTR-1, SEE A652 SEE STRUCT. DWGS FOR COLUMN SIZES

EDGE OF SLAB 10" LIGHT GAUGE MTL. FRAMING 3" HORIZONTAL "Z" CHANNEL SEE STRUCT. DWGS FOR COLUMN SIZES

LIGHT GAUGE METAL FRAMING

5/8" GYP. BD.

3

(2) LAYERS 5/8" GYP BD.

CONTINOUS 6" BOX BEAM SEE LOBBY INT. ELEVS. FOR DEPTH OF PANEL

SEAL:

LIGHT GAUGE METAL FRAMING TRIM TYPE DTR-1, SEE A652

5/8" GYP. BD. 3/4" PLYWOOD

3" HORIZONTAL "Z" CHANNEL BASE LAYER 5/8" GYP. BD.

INTERIOR LOBBY PLAN DETAIL - SOUTH BAR WALL CANTILEVER

3"

TRIM TYPE DTR-4, SEE A652

INTERIOR LOBBY PLAN DETAIL AT BATHROOM REVEAL

5

1 1/2" = 1'-0"

PTD. WD. FRAMING

3" HORIZONTAL "Z" CHANNEL BASE LAYER 5/8" GYP BD. (TYP) SEE LOBBY INT. ELEVS. FOR PANEL DEPTH

TRIM TYPE DTR-1, SEE A652

TRIM TYPE DTR-1, SEE A652

WOOD BLOCKING

1 1/2" = 1'-0"

5

6

5/8" 5/8"

10"

6" LIGHT GAUGE MTL. FRAMING

3" 5/8" 5/8"

3/4" PLYWOOD TRIM TYPE DTR-1, SEE A652

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

5/8" GYP. BD.

TRIM TYPE DTR-1, SEE A652

10" LIGHT GAUGE MTL. FRAMING 5/8" GYP. BD.

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

3/4" PLYWOOD

TRIM TYPE DTR-1, SEE A652

TRIM TYPE DTR-4, SEE A652

TRIM TYPE DTR-4, SEE A652

3

5/8" GYP. BD.

5/8"

CONTINUOUS 4" BOX BEAM

11 5/8"

5/8" PLYWOOD

3 1/4"

8 5/8"

5/8"

1'-3 5/8"

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

AB CONSULTANTS

10 1/4"

1'-1" EDGE OF SLAB TYP.

CAGLEY & ASSOCIATES

HENRY ADAMS, LLC

1'-1" EDGE OF SLAB TYP.

6

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

MEP, FIRE PROTECTION, & ENERGY:

LOBBY "CURTAIN WALL" PANEL (1) LAYER 5/8" GYP. BD.

32

J

THEATRE CONSULTANTS COLLABORATIVE, INC.

TRIM TYPE DTR-1, SEE A652

INTERIOR LOBBY PLAN DETAIL - DIFFUSER @ 8'-2" A.F.F.

8

1 1/2" = 1'-0"

5/8"

5/8"

10" LIGHT GAUGE MTL. FRAMING 3" HORIZONTAL "Z" CHANNEL

3/8" REVEAL TYP.

LIGHT GAUGE MTL. FRAMING

THEATER:

ACOUSTICS A/V:

ACOUSTICAL DOOR JAMB

TRIM TYPE DTR-1, SEE A652

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

3/4" PLYWOOD 149BA

FIREPROOFING AS REQ'D

9

ASSOCIATE ARCHITECT:

KPN ARCHITECTS

LIGHT GAUGE METAL FRAMING

5/8" GYP. BD.

2'-1"

SEE STRUCT. DWGS FOR COLUMN SIZES

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

TRIM TYPE DTR-11, SEE A652

TRIM TYPE DTR-2, SEE A652

10" LIGHT GAUGE MTL. FRAMING 3" HORIZONTAL "Z" CHANNEL

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

BASE LAYER 5/8" GYP. BD. (TYP) LOBBY "CURTAIN WALL" PANEL (1) LAYER 5/8" GYP. BD.

INTERIOR LOBBY PLAN DETAIL - FRAMED WALL OPENING - JAMB

4

1 1/2" = 1'-0"

1'-5 1/4"

LIGHT GUAGE METAL FRAMING

WOOD BLOCKING

11 5/8"

5/8" GYP. BD.

SEE LOBBY INT. ELEVS. FOR DEPTH OF PANEL

3/8"

10/26/2015 6:11:46 PM

2

1 1/2" = 1'-0"

TRIM TYPE DTR-1, SEE A652

TRIM TYPE DTR-1, SEE A652

TRIM TYPE DTR-1, SEE A652 ALIGN

TRIM TYPE DTR-4, SEE A652 SEE LOBBY INT. ELEVS. FOR PANEL DEPTH

SEE LOBBY INT. ELEVS. FOR PANEL DEPTH

INTERIOR LOBBY PLAN DETAIL - FRAMED WALL OPENING - JAMB

1

1 1/2" = 1'-0"

DESCRIPTION BID SET NOT FOR CONSTRUCTION

1'-1 5/8"

10"

TRIM TYPE DTR1, SEE A652 BASE LAYER 5/8" GYP. BD.

INTERIOR LOBBY PLAN DETAILS

3 1/4"

10" LIGHT GAUGE MTL. FRAMING 3" HORIZONTAL "Z" CHANNEL STL. RAILING TYP. - SEE A487

INTERIOR LOBBY PLAN DETAIL - TYPICAL COLUMN CONDITION

10.30.2015

3"

WOOD BLOCKING PTD. WD. FRAMING

3

REV: DATE

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

5/8" 5/8"

5/8"

5/8" 5/8"

TRIM TYPE DTR-1, SEE A652

BASE LAYER 5/8" GYP. BD. (TYP)

ISSUE NAME:

PTD. WD. FRAMING

5/8"

3/4" PLYWOOD

EE

3"

3" HORIZONTAL "Z" CHANNEL

TRIM TYPE DTR-1, SEE A652

10" LIGHT GAUGE MTL. FRAMING TRIM TYPE DTR-1, SEE A652

5/8"

10" LIGHT GAUGE MTL. FRAMING

3/8"

WOOD BLOCKING

TRIM TYPE DTR-1, SEE A652

1'-1" EDGE OF SLAB TYP.

3

5/8"

3/8"

PTD. WD. FRAMING TRIM TYPE DTR-1, SEE A652

10"

TRIM TYPE DTR-1, SEE A652

1'-1 5/8"

1'-1" EDGE OF SLAB TYP.

EE

TRIM TYPE DTR-1, SEE A652

SEE STRUCT. DWGS FOR COLUMN SIZES

1'-1" EDGE OF SLAB TYP.

11 5/8"

C:\Revit Local\QUEEN ANNE_Central_BYanku.rvt

TRIM TYPE DTR-1, SEE A652 SEE STRUCT. DWGS FOR COLUMN SIZES LIGHT GAUGE METAL FRAMING

3/8" REVEAL

PTD. STL. RAILING

3" HORIZONTAL "Z" CHANNEL BASE LAYER 5/8" GYP. BD.

DATE: SCALE:

10.30.2015 1 1/2" = 1'-0"

DR/CHECK BY: Author

A486

PLAN DETAIL - INTERIOR 1 1/2" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

WALLS AND PARTITIONS SHOWN ON PLANS ARE FULL-HEIGHT, U.N.O. SEE A651, A652 FOR TYPICAL WALL TYPES AND FRAMING DETAILS.

3.

INTERIOR SURFACES TO BE PAINTED, U.N.O.

4.

INSULATE WALLS TO THE UNDERSIDE OF STRUCTURE, U.N.O.

5.

EXPOSED STRUCTURE, DUCTWORK, PIPING, EQUIPMENT, ETC TO BE PAINTED, U.N.O.

6.

SEE SHEET A 621 AND A622 FOR WINDOW SCHEDULE

7.

B 0 6

REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSION INFORMATION

8.

FA 2 6

FOR ADDITIONAL INFORMATION ON CEILING FINISHES, REFER TO REFLECTED CEILING PLANS A150 SERIES

9.

SEE G003 FOR TYPICAL DOOR DIMENSION FROM ADJACENT WALLS, U.N.O.

5'-0"

2 A832

1'-6"

2 A416

3'-0"

6"

FS6-1A 7'-6 1/4" 5'-2"

PT

WD

UP

15'-3 1/2"

FA 0 4

143' - 9 1/2"

140' - 8 1/2"

UP

1/2" / 1'-0"

140' - 0"

149CA

STAIR 6 FS-6

1'-6 1/4"

2' - 10 1/2"

80

01

SEE A822

FA 2 6

MATCHLINE

4' - 11 3/4"

1 A832

EAST LOBBY

RAMP

S/LL

149CB

FA 0 4

R

7 1/4"

FA 0 4

149BA F 0 6

F 0 6

FA 0 6

149B

B 0 6

2'-3 1/2"

2'-7 3/4 "

45'-1"

22 21

20

21

21

22

20

21 21

21

21

21

22

4

R 103' - 10"

21

21

21

21

21

45'-11 1/4" .

40'-3 5/8"

2T @1 2R @ 7 U', 3' " P

FA 0 6

UP

140' - 0"

'

R 56' - 2 1/2"

6.2

2"

R 94' - 10" R 91' - 10"

140' - 1 1/2"

AT

A830

RAM P

FA 0 6

A821 152°

151°

PROSCENIUM SIDE BOX SECTON 1/2" = 1'-0"

151°

140' - 8 1/2"

A 0 4

4'-7"

1'-7 1/4"

5T @ 11"

C 0 6

S/LL

RAMP

2 1/2

"

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

ISSUE NAME: REV: DATE 10.05.2015

149ED

BID DOCUMENTS

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

CA 0 6

RR

STAIR 5

ENLARGED PROSCENIUM THEATER - FIRST FLOOR PLAN

UP

UP

140' - 0"

149DA

MATCHLINE

FS5-1A

SOUTH LOBBY 101

40

65

SEE A822

4'-9 3/4"

FS-5

7'-8"

ENLARGED PROSCENIUM THEATER - FIRST FLOOR PLAN

DESCRIPTION

140' - 0"

FA 2 6

10/14/2015 2:01:59 PM

0' R5

"

CA 2 6

UP

11'-0 1/4"

AT

2 A415

1

- 6" R 68' ' - 6" R 65 ' - 6" R 62

CA 2 6

BA 0 6

B 0 6

6R @ 7"

149D

101

63

1 1/2" = 1'-0"

- 6"

F 2 6

149H

149F

UP 2R @ 4 1/4"

SOUTH LOBBY 6"

11.2

DE-9

11"

149DB

FRAMING DETAIL

SEAL:

R 71'

0° 15

A821

FS5-1B

10

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

12 A822 11 _____

FA 0 6

27.5

DN

140' - 0"

65

4 1/2

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

F 2 6

10 A821

1/4"

E.O.S.

2

151°

137' - 2 1/2"

140' - 8 1/2"

R 55' - 7

A459

137' - 9 1/2"

3'-11 1/4"

140' - 8 1/2"

62

6.2

E.O.S.

8 _____

145 °

STRUCTURAL:

140' - 0" 139' - 6 1/2" 138' - 11 1/2" 138' - 4 1/2"

3T @ 13" 4R @ 6 1/2" UP

UP

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

.

R 87' - 10" R 83' - 10" R 80' - 10" R 77' - 6" 6" R 74' -

PROSCENIUM THEATER 149

2T @ 1' 2R @ , 3' 7" UP

JAFFE HOLDEN

AB CONSULTANTS C THEATER L

11.2

A830

142' - 11"

ACOUSTICS A/V:

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

QQ

11 _____

144' - 1"

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

HENRY ADAMS, LLC

.

3

6' - 6"

THEATRE CONSULTANTS COLLABORATIVE, INC.

MEP, FIRE PROTECTION, & ENERGY:

TOTAL : 288

2

R 97' - 10"

A834

3' - 0"

A834

R 100' - 10"

21

22

21

21

21

20 21

21

21

21

22

21

21

21 21

21 21

21

22

21

R 86

'-6

22

21

1/2"

21

13'-9 1/4"

22

21

22

21

22

21

22

21

20 20 21

20 20

21 20 21

20

20

22

20

21

7'-1"

21

20

20 20

21 20

20

22

21

2'-6 1/4"

21

21

20

21 20

20

22 22

22 21 22

21

R5 3' -

8"

21

21

R 721 2' 3 3/4 " E.O .S.

10" R7 2' -

24

22

22

22

4' - 10 3/4"

22

22

21

21 3/4 "

3' - 0"

11 3/4"

C:\Revit Local\QUEEN ANNE_Central_dkirby.rvt

A834

R 88' - 3 1/4" E.O.S

4 _____

6"

FRONT FIXED : 144 DEMOUNTABLE : 31 REAR PARTERRE : 105 SIDE BOXES : 8

A831

140' - 8 1/2"

145' - 3"

A821

140' - 0"

11

STAGE

FLOOR 12 _____

1

THEATER:

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

SEAT COUNT:

146' - 5" 2T 2R @ 1 ', @ 7" U 3' P

149B

3'-6"

3' - 0"

R 24' - 11"

2'-6"

3' - 0"

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

KPN ARCHITECTS

CAGLEY & ASSOCIATES

04

0' R5

12 2T @ _____ 1', 3

137' - 2 1/2"

3' - 0"

ASSOCIATE ARCHITECT:

SURFACE

HPC

141' - 3 1/2"

AT

61

3' - 4"

PP

141' - 10 1/2" 147' - 7"

2T 2R @ @ 1', 3 7" U ' P

S/LL

65

3' - 0"

04

/4" 13

148' - 9" CA 0 6

21

21

22 21

22 21

21

21

21

20 2" 1/

-1

-3

4' - 0"

27.5

46 '

' 35

"

20

22 21

21 21

21

21

21

21 21

21

20

20

21 21

21

/4"

1/2

R

11 -1

-9

HPC

6' R4

' 25

' 27

JLW6, 1024 PER TEG111S, TEG100

A830

' - 8"

R

R

J

01

R 53

EQ

21

20 20

20

21 20

21 21

22

22 21 22

22 .S. " E.O ' - 10 /4" 51

8' R1

FA 0 6

21

20 21

21

21

22

20 21 21

21 21

21

21

24' - 2 3/4"

21

7 1/4" EQ

R 17

DT-9

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

L D

1 A830

DK-9

5"

2' - 5 3/4"

WD

L D

R 25' - 11 1/4"

6' - 3 1/4"

OBJECT

-

DECORATIVE METAL RAILING SYSTEM TYPE I STEEL THEATRICAL LIGHTING PIPE (1 1/2" NOM. (1.9" O.D.) STEEL PIPE) 5.22 (2) 6" DIAMETER PIPE COLUMNS, PAINTED 5.37 STEEL HANDRAIL 6.2 STAINED WOOD TRIM/CAP 9.10 ARCHITECTURAL 2" STEEL CHANNEL FRAMEWORK PAINTED, ACOUSTICALLY TRANSPARENT 11.2 CABLE PASS IN FLOOR 12.6 FIXED SEATING 12.9 DEMOUNTABLE SEATING 12.11 LOOSE SEATING 27.5 AV DEVICE

L

SYMMETRICAL ABOUT

7' - 11 3/4"

-

5.6 5.13

01

L

19' - 5"

7 A839

KEYNOTES:

WD

8 _____

L

3

A834

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

DE-9

E.O.S.

L

9 A839

9

12.6

L

101

12.6

5.6

L

5.22

WEST LOBBY

A458

11

01

6.2

149G

5.22

L

L

L

6" 2'-

HPC

L D

L

7" 2'-

149AA

9.10

2" 2'-7 1/

L

AT

L

149A

1/2" = 1'-0"

1/2" 2'-7

5.6

12.9

WD

L

1/2" 2'-7

80

S/LL

ENTRY SECTION AT SLOPED WALL

12.11

11

PT

149A

149E 5.13

HPC

UP

20

140' - 0"

13. SEE LS SERIES DRAWINGS FOR MORE INFO ON WALL FIRE RATINGS

149EC

71

8 A839

20

VARIES VARIES

P RAM

5.37

6R @ 7"

CPT

11

5.22 5.13

9.10

12

HPC

12. SEE G004 FOR TYPICAL EQUIPMENT AND PLUMBING FIXTURE MOUNTING HEIGHTS

DN

149C

145' - 3"

11. SEE FINISH SCHEDULE A661-A663 FOR INTERIOR FINISHES AND SOLAR SHADE TYPES

AT

2R @ 4 1/4"

140' - 8 1/2"

10. DIMENSIONS ARE TO FACE OF FINISH OF SCHEDULED PARTITION U.N.O.

140' - 0"

UP

149C

UP

21

1/2" = 1'-0"

21

PROSCENIUM ELEV AT ENTRY RAMP SLOPED WALL

21

9

101

STATE OF MD PROJECT NO.: CC-08-MC-12-437

AT INDICATES AN AIRTIGHT ROOM. SEE SHEET A561 FOR ADDITIONAL INFORMATION.

2.

A821

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

1.

12 _____

PRINCE GEORGE'S COMMUNITY COLLEGE

GENERAL NOTES: (PLAN)

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Proscenium Theatre Plan

DATE: SCALE:

10.05.2015 As indicated

DR/CHECK BY: Author

A821

41

1/4" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

2.

LOCATION OF LIGHT FIXTURES, MECHANICAL DIFFUSERS, ACCESS PANELS, FIRE ALARM DEVICES AND SECURITY DEVICES IN CEILING SHALL BE GOVERNED BY THIS PLAN.

3.

CENTER DEVICES AND FIXTURES IN CEILING/TILE/PANELS, TYPICAL, U.N.O.

4.

SEE FLOOR PLANS AND INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHT FIXTURES AND OTHER FIRE ALARM SYSTEM, SECURITY AND ELECTRICAL DEVICE LOCATIONS NOT SHOWN OR DIMENSIONED ON THE REFLECTED CEILING PLANS

5.

REFER TO MECHANICAL DRAWINGS FOR DUCT LOCATIONS IN AREAS WITHOUT CEILINGS, U.N.O.

6.

LOCATION OF ACCESS PANELS IN CEILING TO BE COORDINATED WITH ARCHITECT. SIZE TO BE COORDINATED WITH MECHANICAL REQUIREMENTS.

7.

SEE ELECTRICAL LIGHTING AND THEATRICAL PLANS FOR LIGHT FIXTURE TYPES

8.

SPRINKLER HEADS TO BE CONCEALED WITH CAPS TO MATCH ADJACENT CEILING COLOR, TYPICAL AT OCCUPIED AREAS

9.

STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION SYSTEMS TO BE PAINTED AT EXPOSED CEILING AREAS TYPICAL, U.N.O.

FS-6 EXP.

S/LL 339B

AT EXP.

STORAGE

MECH SHAFT

EB-7 EXP.

AT

VESTIBULE 339D

STATE OF MD PROJECT NO.: CC-08-MC-12-437

0'-0" INDICATES CEILING HEIGHT. CEILING HEIGHTS ARE REFERENCED FROM THE FLOOR BELOW WHERE HEIGHTS ARE INDICATED.

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

STAIR 6

1.

PRINCE GEORGE'S COMMUNITY COLLEGE

SEE A829.1

MATCHLINE

GENERAL NOTES: (RCP)

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

Proscenium Theatre Reflected Ceiling Plan

10. FOR SOLAR (SS-01) SHADE SCHEDULES, SEE FINISH SCHEDULE SHEETS A661-A663

EXP.

11. WHERE NO CEILING IS INDICATED, STRUCTURE IS EXPOSED TO THE ROOM

9.45

KEYNOTES:

LIGHTS

-

9.45 -

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

OBJECT SURFACE

ASSOCIATE ARCHITECT:

5.9 5.22 5.30 9.10

5.22 9.45 9.10

PT

9.45

17

10' - 6"

23.3 23.5

PP

EXPOSED STRUCTURE, PAINTED (2) 6" DIAMETER PIPE COLUMNS, PAINTED CATWALK HANGERS ARCHITECTURAL 2" STEEL CHANNEL FRAMEWORK PAINTED, ACOUSTICALLY TRANSPARENT 2" THICK DUCTLINER ATTACHED TO UNDERSIDE OF DECK OR CEILING OR WALL - ACOUSTICALLY ABSORPTIVE EXPOSED SPIRAL ROUND DUCTWORK, PAINTED EXPOSED DUCTWORK, PAINTED

KPN ARCHITECTS

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757 THEATER:

THEATRE CONSULTANTS COLLABORATIVE, INC. 6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688 ACOUSTICS A/V:

JAFFE HOLDEN

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

PT 80

5.30 5.30

PT

STRUCTURAL:

5.30

CAGLEY & ASSOCIATES

17

5.9

ARSC (1054, PER TEG113S, TEG101)

ARSC J

LIGHTS

FOLLOW SPOT

SYMMETRICAL ABOUT

17

17

6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

5.9

MEP, FIRE PROTECTION, & ENERGY:

TYP.

HPC

HENRY ADAMS, LLC

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

04

9.45

339

PT

PT

THEATER

AT

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

10' - 0"

AB CONSULTANTS

8'-9"

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

BD1 J

RCP CEILING FINISHES LEGEND

4'-4 1/2"

BD1 (1002, PER TEG113S, TEG101)

3 A565

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

GYPSUM WALL BOARD CEILING

9'-0"

7'-11 1/2"

EQ

FABRIC WRAPPED FIBERGLASS CEILING PANEL

QQ

EQ

10' - 6"

SEAL:

ACOUSTICAL TILE CEILING

EQ

9.45

WOVEN WIRE MESH

9.45

RCP LEGEND

8'-0 1/2"

9 3/4"

EQ

61

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

EXPOSED METAL DECKING

EQ

6'-6 1/4"

EQ

6 3/4"

6 3/4"

EQ

DUCT LINER

RETURN DIFFUSER EQ

EXHAUST DIFFUSER

4"

9.45

SUPPLY DIFFUSER

EXP. 10 _____ A823

CIRCULAR SUPPLY AIR DIFFUSER

VESTIBULE

62

339C

11 _____ A823

SURFACE MOUNTED FLUORESCENT STRIP LIGHT S/LL

MECH SHAFT

STORAGE

AT

C:\Revit Local\QUEEN ANNE_Central_dkirby.rvt

EB-8

AT

EXP.

STEM OR CABLE MOUNTED DIRECT-INDIRECT FLUORESCENT STRIP LIGHT

339A

RECESSED FLUORESCENT FIXTURE

EXP.

ISSUE NAME:

SURFACE MOUNTED FLUORESCENT FIXTURE

REV: DATE

TRACK MOUNTED ACCENT FIXTURE

63

10.05.2015

DESCRIPTION BID DOCUMENTS

SUSPENDED OR SURFACE MOUNTED LED HIGHBAY LUMINAIRE

RR

SURFACE MOUNTED LED INDUSTRIAL LIGHT FIXTURE RECESSED CAN LIGHT FIXTURE

STAIR 5 FS-5

RECESSED CAN LIGHT FIXTURE WITH WALL WASHER OPTICS

EXP.

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

SECURITY CAMERA EXIT SIGN CEILING MOUNTED POCHE(S) INDICATE ILLUMINATED FACE EXIT SIGN WALL MOUNTED POCHE(S) INDICATE ILLUMINATED FACE

10/14/2015 2:03:50 PM

65

41

ENLARGED PROS. THEATER FOLLOWSPOT LEVEL RCP

WIRELESS ACCESS POINT SPEAKER

SEE A829.1

40

MATCHLINE

WAP

DATE:

LED PENDANT UP/DOWN LIGHT

SCALE:

0

5'

50' 1/16" = 1'-0"

0

5'

ENLARGED PROSCENIUM THEATER - FOLLOWSPOT LEVEL RCP

ACOUSTICAL DIFFUSER

1/4" = 1'-0"

LIGHTING FIXTURE: DOWNLIGHT 25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

As indicated

A828

UPRIGHT SPRINKLER HEAD

1

10.05.2015

DR/CHECK BY: Author

CONCEALED PENDANT SPRINKLER HEAD

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN

01

OBJECT

-

SURFACE

5.13

CONT. 3/4" NAILER

5.20 5.21

CONT. 3/4" NAILER

ALUMINUM SLIDING GLASS WINDOW SYSTEM

5.22 5.23 5.27

REMOVABLE SAFETY CHAIN, CAPTIVE ONE END 2' STEEL KICK PLATE ARCHITECTURAL 2" STEEL CHANNEL FRAMEWORK PAINTED, ACOUSTICALLY TRANSPARENT 9.42 2" THICK FABRIC WRAPPED FIBERGLASS PANELS, Z CLIPPED TO WALL/CEILING ACOUSTICALLY ABSORPTIVE 9.45 2" THICK DUCTLINER ATTACHED TO UNDERSIDE OF DECK OR CEILING OR WALL - ACOUSTICALLY ABSORPTIVE 9.51 FIXED OVERHEAD REFLECTOR CANOPY, (2) LAYERS 5/8" GYPSUM BOARD 9.52 FIXED OVERHEAD REFLECTOR CLOUDS, (2) LAYERS 5/8" GYPSUM BOARD 11.1 STAGE RIGGING SYSTEM 11.12 FIRE CURTAIN AND SMOKE POCKET 23.1 ACOUSTICAL SMOKE VENTS/HATCHES 23.4 RETURN AIR GRILLE, PAINTED 23.5 EXPOSED DUCTWORK, PAINTED 27.5 AV DEVICE

5°

GLASS TYPE GL56 ALL (3) PANELS

6

2'-6"

2'-2"

(2) LAYERS 5/8" IMPACT RESISTANT GYPSUM BOARD

2"

(2) LAYERS 5/8" IMPACT RESISTANT GYPSUM BOARD

METAL STUD FRAMING

METAL STUD FRAMING

GENERAL NOTES: (PLAN)

5.28 5.29 9.10

CONTROL BOOTH WINDOW HEAD/JAMB SIM 3" = 1'-0"

GLASS TYPE GL56 ALL (3) PANELS

3/4" SHAPED WOOD VENEER MDF PANELS

AT INDICATES AN AIRTIGHT ROOM. SEE SHEET A561 FOR ADDITIONAL INFORMATION.

2.

WALLS AND PARTITIONS SHOWN ON PLANS ARE FULL-HEIGHT, U.N.O. SEE A651, A652 FOR TYPICAL WALL TYPES AND FRAMING DETAILS.

3.

INTERIOR SURFACES TO BE PAINTED, U.N.O.

4.

INSULATE WALLS TO THE UNDERSIDE OF STRUCTURE, U.N.O.

5.

EXPOSED STRUCTURE, DUCTWORK, PIPING, EQUIPMENT, ETC TO BE PAINTED, U.N.O.

6.

SEE SHEET A 621 AND A622 FOR WINDOW SCHEDULE

7.

REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSION INFORMATION

8.

FOR ADDITIONAL INFORMATION ON CEILING FINISHES, REFER TO REFLECTED CEILING PLANS A150 SERIES

9.

SEE G003 FOR TYPICAL DOOR DIMENSION FROM ADJACENT WALLS, U.N.O.

10. DIMENSIONS ARE TO FACE OF FINISH OF SCHEDULED PARTITION U.N.O.

5°

11. SEE FINISH SCHEDULE A661-A663 FOR INTERIOR FINISHES AND SOLAR SHADE TYPES

2"

ALUMINUM SLIDING GLASS WINDOW SYSTEM

6"

1.

41

2 A359

2 A538

12. SEE G004 FOR TYPICAL EQUIPMENT AND PLUMBING FIXTURE MOUNTING HEIGHTS

42

23.1

13. SEE LS SERIES DRAWINGS FOR MORE INFO ON WALL FIRE RATINGS

6 3/4"

183 CENTRE STREET, 3RD FLOOR NEW YORK, NY 10013 PHONE: 212.625.3911 FAX: 212.625.3306

T.O. PARAPET 215' - 4"

SCHEDULED PARTITIONS

WD

T.O.C.

1'-0"

ASSOCIATE ARCHITECT:

210' - 11 1/2"

KPN ARCHITECTS

01

WD 01

5.10

CONTROL BOOTH WINDOW SILL

5.23

THEATER:

THEATRE CONSULTANTS COLLABORATIVE, INC.

3" = 1'-0"

6600 MANOR HILL COURT CHAPEL HILL, NC 27516 PHONE: 919.929.7443 FAX: 877.485.7688

6"

5

3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 PHONE: 443.682.7758 FAX: 443.682.7757

5.9

5.28 5.28

9'-5 3/4"

WOOD BASE TYPE 1

WOOD BASE TYPE 1

GRIDIRON

ACOUSTICS A/V:

200' - 10"

9'-4"

JAFFE HOLDEN

114 - WASHINGTON STREET NORWALK, CT 06854 PHONE: 203.838.4167 FAX: 203.838.4168

5.27

5.3

3" = 1'-0"

61

8

CAGLEY & ASSOCIATES 6141 EXECUTIVE BLVD. ROCKVILLE, MD 20852 PHONE: 301.881.9050 FAX: 301.881.1125

SIDE BOX PARTERRE SECTION 3" = 1'-0"

MEP, FIRE PROTECTION, & ENERGY:

7'-7"

THEATER PROSCENIUM PARTERRE WALL SECTION

STRUCTURAL:

LOADING GALLERY (55' 0") 195' - 0"

0"

5.29

11

62

63

40

65

7 A836

HENRY ADAMS, LLC

600 BALTIMORE AVENUE, SUITE 401 BALTIMORE, MD 21204 PHONE: 410.296.6500 FAX: 410.296.2501

11.12

187' - 5"

3 A565

CIVIL, SURVEYING, GEOTECHNICAL, LANDSCAPE:

AB CONSULTANTS

PROSCENIUM THEATER ROOF T.O.C. (+45'-0") 185' - 0"

8'-0"

9'-5"

9.45

TYP

8'-0"

STATE OF MD PROJECT NO.: CC-08-MC-12-437

3/4" WOOD VENEER MDF CAP

01

-

301 LARGO ROAD LARGO, MARYLAND 20774 PHONE: 301.336.6000

1/2"

5°

1/2"

1 1/2"

WD

SCHEDULED PARTITIONS

WD

3/4" WOOD VENEER MDF CAP

Proscenium Theatre Section

TRAP PANELS STEEL STAIR/CATWALK, PAINTED STEEL LADDER/SHIPS LADDER, PAINTED EXPOSED STRUCTURE, PAINTED STEEL GRIDIRON FLOOR, 3" CHANNEL LAID FLAT WITH 3" GAP BETWEEN EACH CHANNEL STEEL THEATRICAL LIGHTING PIPE (1 1/2" NOM. (1.9" O.D.) STEEL PIPE) GALLERY HANGER, ALIGN WITH GRID HANGER PIN RAIL, 6" MIN. O.D. PIPE WITH 1.25" HOLES DRILLED VERTICALLY FOR BELAYING PINS 12" O.C. (2) 6" DIAMETER PIPE COLUMNS, PAINTED GRIDIRON STEEL PLATE HANGER WOVEN WIRE FABRIC

PRINCE GEORGE'S COMMUNITY COLLEGE

5°

1"

1'-0"

2.47 5.2 5.3 5.9 5.10

QUEEN ANNE ACADEMIC CENTER RENOVATION AND ADDITION

KEYNOTES:

1'-0"

9450 ANNAPOLIS ROAD LANHAM, MD 20706 PHONE: 301.306.3091 FAX: 301.306.3092

5.2

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No.____________, Expiration Date____________

SEAL:

5.20

9.45

178' - 0" SIM 3'-0" 5.21 5.2 27.5

999

999

5.13

339

9'-4"

9.10

FOLLOW SPOT AT

999

168' - 8"

5.13

1'-6"

5.13

3'-4"

SIM

5.20

5.13

EL-6

5.13

AT

5.3

SEE FOR INNER WALL DETAILS

5.13

4' - 7"

1 A836

7 A839 6 A830

4'-8"

5.3

9.52

251

FOLLOW SPOT CATWALK (26'-0") 166' - 0"

5.2

9.51

5.3 9.52

CONTROL BOOTH

4'-0"

2' - 0 1/2"

The Contract Documents for the indicated public improvement were prepared under my supervision and, to th best of my knowledge, information, and belief, they comply with the relevant building codes of the State of Maryland.

LOBBY ROOF T.O.C. 168' - 6"

9.10

5°

5.13

5.2

PROSCENIUM CONTROL BOOTH (+13'-0") 153' - 0"

PROSCENIUM OPENING

C:\Revit Local\QUEEN ANNE_Central_dkirby.rvt

24'-0"

5.13

5 A830

9.42

ISSUE NAME: REV: DATE 10.05.2015

DESCRIPTION BID DOCUMENTS

11 A830

12R @ 7"

6'-10 1/2"

9.10 11.1

5.22 8 _____

FOR REVIEW ONLY, NOT FOR CONSTRUCTION

5.13

A830

27.5

4'-8" 8R @ 7"

12 A831

10

FA-6

A831

EB-6

2.47

ENLARGED PROSCENIUM THEATER - SECTION

LEVEL 01 (+0' - 0") 140' - 0"

WP SYSTEM TYPE __

ADD ALT 02

DATE:

WP SYSTEM TYPE __

SCALE:

10.05.2015 As indicated

10/14/2015 6:26:10 PM

DR/CHECK BY: Author

1

ENLARGED PROSCENIUM THEATER - LONGITUDINAL SECTION

A830

PROSCENIUM TRAP (-10-0") 130' - 0"

1/4" = 1'-0"

PFEIFFER PARTNERS PROJECT NUMBER: 6115.00

0

5'

50' 1/16" = 1'-0"

0

5'

25' 1/8" = 1'-0"

0

1'

12' 1/4" = 1'-0"

0

1'

8' 3/8" = 1'-0"

0

1'

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

0

1'

3' 1" = 1'-0"

0

1'

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

0

1' 3" = 1'-0"

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRIN