1-CD-CSU - Drawing Sheet: A-201 · refer to sheet a-501 for exterior wall assemblies and wall to gridline ... eq eq eq eq eq eq eq eq eq eq eq eq eq eq eq eq eq eq eq eq eq eq eq

BASEMENT LEVEL-12' - 0"

01 - LEVEL ONE0"

03 - LEVEL THREE28' - 8"

04 - LEVEL FOUR42' - 0"

FCB D E G

02 - LEVEL TWO15' - 4"

1A-522

2A-526

1A-301

1A-433 A-526

3

TO ELEVATOR PARAPET61' - 4"

TO PARAPET57' - 4"

TO SCREEN WALL65' - 5"

A-5253 1

A-5256

A-525

CW-1

AS-1AS-2AS-3AS-4

A

CJ

RJ

RJ

RJ

CJ CJ

CJ

A-4338

13' - 4" 5' - 4" 1' - 1"

WORKNOTES

GENERAL NOTES

STONE VENEER - SAWN EDGE,8" x 32" 1/4 RUNNING BOND

SURFACE MATERIAL LEGEND

1. REFER TO SHEET A-501 FOR EXTERIORWALL ASSEMBLIES AND WALL TO GRIDLINEDIMENSIONS

2. REFER TO SHEETS A-601 THROUGH A603FOR EXT WINDOWS

3. EXTERIOR SUNSHADES @ ROOMS 110, 120AND 120A ARE AN ADD ALTERNATE, RE: SPECSECTION 01230

STONE VENEER - SNAPPEDEDGE, 8" x 32" 1/4 RUNNINGBOND

BRICK VENEER - SMOOTHCUT, RUNNING BOND

BRICK VENEER - SMOOTHCUT RUNNING BOND, W/ 5/8"DEEP WIRE CUT BRICKREVEALS @ 16" OC

1" INSULATED GLAZING

1" INSULATED GLAZING W/FRIT ON TWO SURFACES

1" INSULATING GLAZING W/SOLID FRIT ON ONESURFACE AND PATTERNEDFRIT ON ONE SURFACE

CJ = CONTROL JOINT

RJ = RELIEF JOINT

CJ = CONTROL JOINT

RJ = RELIEF JOINT

COMPOSITE MET PANEL

PLAN KEY

EXTERIOR CEMENT PLASTER

Project Number:

Drawn By:

Reviewed By:

Approved By:

Issue Date

AndersonMasonDale Architects, P.C.1615 17th StreetDenver, CO, 80202Telephone: (303) 294-9448FAX: (303) 294-0762www.amdarchitects.com

Architect

S.A. Miro, Inc.4582 S. Ulster St. Pkwy., Suite 150Denver, Colorado, 80237-2639Telephone: (303) 741-3737FAX: (303) 694-3134www.samiro.com

Structural Engineer


Civil Engineer

BHA Design, Inc.1603 Oakridge Dr.Ft. Collins, Colorado, 80525-6249Phone: (970) 223-7577Fax: (970) 223-1827

Landscape Architect

Beaudin Ganze Consulting Engineers, Inc.251 Linden Street, #200Fort Collins, CO, 80524Telephone: (970) 221-5691FAX: (970) 221-5697

Mechanical/Electrical/Plumbing Engineer

PSI Preconstruction Services, Inc.1155 Kelly Johnson Boulevard, Suite 111Colorado Springs, CO, 80920-3957Telephone: (719) 593-1414FAX: (719) 590-7262

Cost Consultant

D.L. Adams Associates, Inc.1701 Boulder St.Denver, CO, 80211Telephone: (303) 455-1900FAX: (303) 455-9187

Acoustical / AV Consultant

Facilities ManagementFacilities Services Center NorthColorado State UniversityFort Collins, CO 80523-6030

Construction Documents:Issue for Bid

Advanced Consulting Engineer, Inc.3900 S. Wadsworth, #595Lakewood, CO, 80235Telephone: (720) 981-4150

Code Consultant

21 June 2007

Fort Collins, CO2006033.00

Issue for Construction 01 August 2007

7/19

/200

7 10

:27:

33 A

M

A-201

EXTERIOR ELEVATIONS /PERSPECTIVES

2006033.00

Author

Checker

Approver

Computer ScienceBuilding

Colorado State University

1/8" = 1'-0" A-201

1WEST ELEVATION

West Curtain Wall PerspectiveView Looking East

REFER TO A-521 THROUGH A-526 FORWORKNOTES

1


04 - LEVEL FOUR42' - 0"

FCB D E

02 - LEVEL TWO15' - 4"

405 408

408 408 408 408 408411 TYP @ ALLFRAME &WOOD TRIMLOCATIONS

421

WORK NOTES ARE TYP FULLLENGTH OF WALL AND AT

ALL LEVELS OF THISDRAWING

416

HF-1 HF-1 HF-1 HF-1 HF-1 HF-1

HF-1HF-1HF-1HF-1HF-1HF-1HF-1

HF-1 HF-1 HF-1 HF-1 HF-1 HF-1

SIGN TYPE A, TYP.SIGN TYPE B1, TYP. REF. DOORSCHEDULE

1' - 3"1' - 3"

EQ EQ EQCL CL CL CL

2' -

8"

4' - 6"

3' -

11"P3 P3

P3 P3

P3

P3

P3

P3P3 P3

P3

P3

P3 P3

P3

P4 P4 P4 P4

P5 P5 P5 P5 P5 P5 P5 P5

P3 P3

P3

P3

P3 P3

P3 P3

P3

P3

P3

P3P3 P3

P3

P3

P3 P3

P3

P4 P4 P4 P4

P5 P5 P5 P5 P5 P5 P5 P5

P3 P3

P3

P3

P3 P3

P3 P3

P3

P3

P3

P3P3 P3

P3

P3

P3 P3

P3

P4 P4 P4

P5 P5 P5 P5 P5 P5 P5 P5

P3 P3

P3P3

PAINT COLOR, TYP. REF. A-122 -A-124

04 - LEVEL FOUR42' - 0"

FCB D E

02 - LEVEL TWO15' - 4"

A-5661 1

A-5624

A-614

5' - 10" 5 1/2" 2' - 4" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 2' - 4" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 2' - 6" 1 1/2" 4' - 7 1/2" EQ EQ EQ

EQ EQ

EQ EQ

EQ EQ EQ EQ EQ EQ

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

EQ EQ

4' - 9 1/2" 5 1/2" 2' - 4" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 5' - 11 11/32" 5 1/2" 2' - 4" 5 1/2" 5' - 10 1/4"

EQ EQEQ EQ EQ EQ

EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

7 1/

2"2'

- 10

1/2

"

A-5661

SIM

CONTINUOUSLINEAR DIFFUSER

P11 P11

P11 P11

WORKNOTES

GENERAL NOTES

1. ALL INTERIOR WALL SURFACES TO BEPAINTED GYPSUM BOARD UNLESS DRAWN WITHWALL PATTERNS THAT ARE DESCRIBED IN THEMATERIALS LEGEND ABOVE.

2. ALL KITCHEN APPLIANCES ARE NOT INCONTRACT AND HAVE BEEN DRAWN FORREFERENCE.

3. ALL LOOSE FURNITURE IS NOT IN CONTRACTAND HAS BEEN DRAWN IN PLANS FORREFERENCE, UNLESS NOTED OTHERWISE.

FABRIC WRAPPED ACOUSTICPANEL - ADD ALTERNATE. REFSPEC SECTION 01230

STONE WALL VENEER - SAWNEDGE

CORK TACKBOARD

SURFACE MATERIAL LEGEND

C

02 - LEVEL TWO15' - 4"

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

3

02 - LEVEL TWO15' - 4"

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

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

Project Number:

Drawn By:

Reviewed By:

Approved By:

Issue Date


Architect


Structural Engineer


Civil Engineer


Landscape Architect




Cost Consultant






Code Consultant

21 June 2007


Addendum 1 29 June 2007


7/19

/200

7 11

:06:

58 A

M

A-411

INTERIOR ELEVATIONS

2006033.00

Author

Checker

Approver



1/4" = 1'-0" A-411

1SPINE ELEVATIONS

1/4" = 1'-0" A-411

2GUARDRAIL ELEVATIONS

401 FIXED TABLES - ADD ALTERNATE. REFSPEC SECTION 1230

402 MARKER BOARD403 SLIDING MARKER BOARD404 5" WOOD BASE405 3 1/2" WOOD BASE406 4" RUBBER BASE407 5" WOOD CHAIR RAIL408 3 1/2" WOOD CHAIR RAIL/TRIM409 GB CEILING ASSEMBLY (CANOPY)410 30" DEEP PLASTIC LAMINATED

COUNTERTOP411 1/2" SPACE/GAP413 PLASTIC LAMINATED CASEWORK414 30" DEEP WOOD VENEER COUNTERTOP415 24" DEEP PLASTIC LAMINATED

COUNTERTOP416 TACK BOARD417 16" STONE BASE - SAWN EDGE418 CEILING MOUNTED VIDEO PROJECTOR419 RECESSED PROJECTION SCREEN420 MILLWORK421 4" PLASTIC LAMINATED BACKSPLASH422 WALL MOUNTED HEATER, RE:

MECHANICAL DRAWINGS424 2" WOOD BENCH SEAT W/ BACKREST425 OVERHEAD COILING FIRE DOOR426 WALL MOUNTED DRINKING FOUNTAIN427 PLASTIC LAMINATED MAILBOX CUBBIES431 1/2" REVEAL IN GYPSUM WALLBOARD432 WOOD SLIDING DOOR W/ STL TRACK, RE:

A-611434 CORNER GUARD435 ROOM SIGNAGE437 ADJUSTABLE SHELVING TRACK438 MELAMINE FINISH ADJUSTABLE SHELF439 3'x 3' ACCESS PANEL440 PLAM APPLIED TO GB441 RUBBER GROMMET W/ 2" INSIDE DIAMETER

EACH SHELF

Interior Perspective - Second Level SpineInterior Perspective - 3rd Level SpineNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION

1/4" = 1'-0" A-411

3GUARDRAIL ELEVATION - WEST

1/4" = 1'-0" A-411

6GUARDRAIL ELEVATION - NORTH

P11

P11

DN

UP

3

F

1

G

4A-521

1A-431

20 T

RE

AD

S =

18'

- 4"

5 TRE

AD

S =

4' - 7"

Stair 1N101

1A-527

3A-527 A-527

2

A-5415

A-5416

A-5417

A-527 4

3' - 10" STAIR WIDTH

A-6142

10" 10' - 9" 1' - 0"

10 7/8"

3' -

4 1/

8"

3' -

10" S

TAIR

WID

TH

1' -

3"

11" H

AN

DR

AIL

EX

TEN

SIO

N

4"

STANPIPE HOSEVALVE CABINET,TYP EACH LEVEL

3A-566

BASEMENT LEVEL-12' - 0"

01 - LEVEL ONE0"


04 - LEVEL FOUR42' - 0"

FG

02 - LEVEL TWO15' - 4"

11 R

ISE

RS

= 6

' - 4

1/2

"12

RIS

ER

S =

6' -

11

1/2"

11 R

ISE

RS

= 6

' - 4

1/2

"12

RIS

ER

S =

6' -

11

1/2"

6 R

ISE

RS

= 3

' - 4

7/8

"

21 R

ISE

RS

= 1

1' -

11 1

/8"

21 R

ISE

RS

= 1

2' -

0"

A-5214

A-56610

SIGN TYPE D

4' - 10 3/4"

4' -

0"

CABINET

A-56613

A-56611

A-5338

BEYOND

STANPIPE HOSEVALVE CABINET, TYP

EACH LEVEL

A-56616

7A-566

4' -

0"


UP

3

F

G

4A-521

1A-431

18 T

RE

AD

S =

18'

- 5

1/4"

1A-527

A-527

2

A-527 4

1' -

0" H

AN

DR

AIL

EX

TEN

SIO

N

1' -

0" H

AN

DR

AIL

EX

TEN

SIO

N

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

2' -

11 3

/4"

3' -

5"22

' - 6

5/8

"3"

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

1' -

10 1

/4"

5' -

0" C

LEA

R


7A-566

UPDN

3

F

1

G

4A-521

1A-431

11 T

RE

AD

S =

10'

- 1"

10 TRE

AD

S =

9' - 2"

Stair 1N301

1A-527

3A-527

A-527

2

A-5718

A-57110

A-5425

A-5424

16A-561

17A-561

A-5428

A-527 4

11" H

AN

DR

AIL

EX

TEN

SIO

N


3' -

10" L

AN

DIN

G W

IDTH

5' -

6 5/

8"6'

- 11

9/1

6"4"


4"3' - 10" STAIR WIDTH

11" HA

ND

RA

IL EXTE

NS

ION

1' - 3"

6 9/16"

3A-566

DN

3

F

1

G

4A-521

1A-431

FF

GG

1

13

3

10 TRE

AD

S =

9' - 2"

11 T

RE

AD

S =

10'

- 1"

Stair 1N401

1A-527

3A-527

A-527

2

17A-561

16A-561

A-527 4

11" HA

ND

RA

IL EXTE

NS

ION

4"3'

- 10

" LA

ND

ING

WID

TH

1' - 5"

6 9/16"

4"3' - 10" STAIR WIDTH

2' - 8 5/8"

6 9/16"


3A-566

STANPIPEHOSE VALVECABINET, TYPEACH LEVEL

Project Number:

Drawn By:

Reviewed By:

Approved By:

Issue Date


Architect


Structural Engineer


Civil Engineer


Landscape Architect




Cost Consultant






Code Consultant

21 June 2007



7/19

/200

7 11

:36:

05 A

M

A-431

ENLARGED PLAN, SECTION - STAIR1

2006033.00

Author

Checker

Approver



1/4" = 1'-0" A-431

3STAIR 1 - LEVEL ONE 1/4" = 1'-0" A-431

1STAIR 1 - SECTION

1/4" = 1'-0" A-431

2STAIR 1 - BASEMENT LEVEL PLAN 1/4" = 1'-0" A-431

4STAIR 1 - LEVELS TWO & THREE

1/4" = 1'-0" A-431

5STAIR 1 - LEVEL FOURA-431

6AXON / SECTION OF STAIR 1NOT FOR CONSTURCTION

Date

Drawn ByChecked ByProject Number

OWNER

Colorado State UniversityFacilities Management251 Edison DriveFort Collins, CO 80523-6030(970) 491-0099 Phone(970) 491-7572 Fax

1301 Wazee . Suite 100Denver . Colorado . 80204303 . 623 . 7323303 . 623 . 2836 Fax

Revision

Sheet

MECHANICAL/ PLUMBING/ ELECTRICALENGINEERING

Beaudin Ganze Consulting Engineers, Inc251 Linden Street, #200Fort Collins, CO 80524(970) 221-5691 Phone(970) 221-5697 Fax

TELECOM/ SECURITY CONSULTANT

Rimrock Group2060 Briargate Parkway, Suite 220Colorado Springs, CO 80920(719) 533-1112 Phone(719) 533-1113 Fax

ACOUSTICAL AND AUDIOVISUALCONSULTANT

Shen Milsom & Wilke, Inc1822 Blake Street, Suite 2ADenver, CO 80202(720) 482-0770 Phone(720) 482-0450 Fax

of

Issue

LANDSCAPE ARCHITECT

Studio Insite3457 Ringsby Court, Unit 223Denver, CO 80216(303) 433-7100 Phone(303) 433-4301 Fax

CIVIL/ STRUCTURAL ENGINEERING

Martin/Martin Consulting Engineers12499 West Colfax AvenueLakewood CO 80215(303) 431-6100 Phone(303) 431-6866 Fax

GENERAL CONTRACTOR

Pinkard Construction9195 West 6th AvenueLakewood, CO 80215(303) 986-4555 Phone(303) 985-5050 Fax

ENERGY/ LEED CONSULTANT

Architectural Energy Corporation2540 Frontier Avenue, Suite 201Boulder, CO 80301(303) 444-4149 Phone(303) 444-4304 Fax

4/9/

2009

5:5

4:45

AM

410 PITKINC.S.U CAMPUSFORT COLLINS, CO.

A3.0

BUILDING AXONOMETRIC VIEWS

ACADEMIC INSTRUCTIONBUILDING

MCBSRS

April 10, 2009

0758.00

For Construction

SCALE:A3.01

AXONOMETRIC AERIALVIEW-SOUTHWEST

SCALE:A3.02

AXONOMETRIC AERIALVIEW-NORTHWEST

SCALE:A3.03 AXONOMETRIC AERIAL VIEW-NORTHEAST

SCALE:A3.04 AXONOMETRIC AERIAL VIEW-SOUTHEAST

10

L

K

9.8

1' -

0"1'

- 0"

INTERIOR EXTERIOR

1' - 8 1/2" FOFW

2 1/2" x 2 1/2" AL ANGLE FIXEDTO CURTIAN WALL ONLY TYPBS

1' - 4"

SPANDREL PANEL

1"

END PROJECTEDHORIZONTAL MULLIONCAPS HERE

1' -

4 1/

2" E

OS

/ FO

FW

1"

1' - 0 1/2" FOCW

C1

C1

C1

11 1/2"

10

H

9.8

4"1' - 4"

1' -

0"1'

- 0"

7"

GROUPSTUDY

CORRIDOR

7 5/8"5 3/8"

1' - 0"

C1

A1

C1

C1

C1

C1C1

C1

10

F

9.810 3/16"1' - 0"

11 1

1/16

"11

11/

16"

1' -

0"1'

- 0"

4"7 1/8"

7"

ATRIUM LECTURE HALL

7 5/8"5 1/4"

C1

C1

C1

C1 C2

C2

C2

C2C1C2

G

2

7" FOS

2' - 1" EOS

INTERIOREXTERIOR

9" FOS

WALL SYSTEM WS-1 SIM(8" STUD) RE: A4.2

LINE OF SILL ABOVE

STUD PACK AT EXP JT-RE: STRUC

FIREPROOFING, ASAPPLIESRE: FIREPROOFINGPLANS

PROVIDE BR AND FIRECAULKING AT EXPANSIONJOINT AT INTERIORSHEATHING

ALLOW FOR EXPANSION ATMOISTURE BARRIER BY

TUCKING SLACK INTO JOINT

1/2"

SLI

P

C1

FILL GAP WITHINSULATION TYP

SOLID GROUT CAVITY ATASHLAR STONE TYP

MASONRY CJT- PROVIDECUT STONE EDGES W/ BR

AND SEALANT TYP UON

2

10

B

9.8

INTERIOR

EXTERIOR

1' - 0" 1' - 0"

8"1'

- 4

1/2"

EO

S

1"

8" E

OS

AT F

LOO

RS

ABO

VE

2 1/2"

2 1/2 " x 2 1/2"AL ANGLEFIXED TO CWONLY TYP BS 2 1/2"

2 1/2" 3/8" 2 1/2"

C1 C1

C1

14

B

EXTERIOR INTERIOR

INTERIOR

10" FOS^1*8" FOS

INTERIOR

1' - 4" NOM.1' - 4" NOM.

6" F

OS

1' - 4" FOBL

1' -

4 1/

2" E

OS

7 1/

4"8"1/

2"7"

CW

1/2"

1/2" 5/8"

5/8"

1' -

0" N

OM 6"

FO

S

9" FOS

D3

(2) LAYERS GPDW ON3 5/8" MTL STUDS

WALL SYSTEM WS-1 SIMRE: A4.2

NOTE: FOS AT SIM CONDITION AT 2-HOURENCLOSURE AT STAIR 4 IS AS FOLLOWS:FOS^1*= 9" FOS, ADD (1) LAYER 5/8" GPDW

6" F

OS

1/2" 5/

8"5/

8"

2-HOUR RATING AT SIMCONDITION AT STAIR 4

5

16

B

INTERIOR

EXTERIOR

VESTIBULE

1' - 4" NOM. 1' - 4" NOM.

1' -

4 1/

2" F

OFW

1' - 4" FOBL

STUD PACK W/DEFLECTION HEAD -INSULATE STUDCAVITY TYP

SHIM BLOCKING(3) SIDES TOPLUMB AL COVERTO CURTAINWALL SYSTEM

3" 2" 1/2"

5" F

OS^

2*

10" N

OM

A3

NOTE: PARTITIONTYPE E4 AT SIMCONDITION AT 2-HOUR ENCLOSUREAT STAIR 4

10" FOS^1* 8" FOS

NOTE: FOS AT SIM CONDITION AT 2-HOURENCLOSURE AT STAIR 4 IS AS FOLLOWS:FOS^1*= 9" FOS, ADD (1) LAYER 5/8" GPDWFOS^2*= 4" FOS, ADD (1) LAYER 5/8" GPDW

6" WIDE SMOOTH FACESTONE AT AL DOOR JAMB

6" STUDS TYP BS

3"3" SHAPE BACK OFASHLAR STONE ASREQ'D AT COL

10" FOS^1*

2-HOUR RATING ATSIM CONDITION ATSTAIR 4

16

A

1' - 4" NOM. 1' - 4" NOM.

EXTERIOR

WALL SYSTEM WS-1 SIMRE: A4.2

INTERIOR

1' - 4" FOBL 1' - 4" FOBL

2"1/2"

EXTERIOR1' -

4" F

OBL

1' -

3 1/

2" F

OFW

8" F

OS

8" FOS 8" FOS

NOTE: FOS AT SIM CONDITION AT 2-HOURENCLOSURE AT STAIR 4 IS AS FOLLOWS:FOS^1*= 9" FOS, ADD (1) LAYER 5/8" GPDW

1' - 4" NOM

10" FOS^1*

PROVIDE (2)LAYERS GPDW ATSIM CONDITION ATSTAIR 4

2-HOUR RATINGAT SIMCONDITION ATSTAIR 4

G

2

11 3

/8"

1' -

0"

INTERIOREXTERIOR

WALL SYSTEM WS-4 SIM (8"STUD) RE: A4.2

LINE OF SILL BELOW


ALLOW FOR EXPANSION ATMOISTURE BARRIER BY

TUCKING SLACK INTO JOINT

FIREPROOFING, AS APPLIES RE:FIREPROOFING PLANS

PROVIDE BR AND FIRE CAULKING ATEXPANSION JOINT AT INTERIORSHEATHING

1/2"

SLI

PLINE OF SS SILL

BELOW

PROVIDE DISCONT HEAVY GAGE SM JAMBEXTENSIONS AT WINDOW PERIMETER TYP-FREQUENCY AS REQ'D BY WINDOW MFR

1/2"

SLI

PFILL GAP FITH INSULATION TYP

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

10

L

K

9.8

1' -

0"

CL

3 1/

2"

OVERHEAD COILINGDOOR TRACK AND4"X4" HSS BY MFR

GLASS RAILING

LINE OF WOODTRIM BELOW

RE: DETAIL 13THIS SHEETFOR NOTESTHIS AREA

5/8" GPDW ON 35/8" MTL STUD

ENTRY ATRIUM

INTERIOR

EXTERIOR

8" E

OS

1' - 0" EOS

7 1/

2"1'

- 8"

1/2" 4"

1' - 0 1/2" FOS

1' -

0"

1' -

0"1'

- 0"

6" E

OS

1' - 4"

2 1/2 " x 2 1/2" ALANGLE FIXED TOCW ONLY TYPBS

1"

1/2"

C1

C1

C1

11 1/2"

10

L

K

9.8

8" E

OS

1' - 0" EOS

1/2"

2' -

3"

1/2"

1' - 4"

1' -

0"1'

- 0"

4"

1/2"

EXTERIOR WALLSYSTEM WS-2RE: A4.2

.

EDGE OF SLAB

PROVIDE CONTGPDW CJT ATWALL BREAK TYP

STEEL CHANNELAT STONE PANELWALL RE: STRUC

1' - 0 1/2" FOS

1' -

0"1'

- 0"

ENTRY ATRIUM

INTERIOR

EXTERIOR

6" E

OS

EXTERIORCURTAIN WALL

SYSTEM

2 1/2 " x 2 1/2" ALANGLE FIXED TOCW ONLY TYP BS

PROVIDE ALUMINUMCOMPOSITE PANEL ON CONT

SOLID BLOCKING

C1

C1

C1

RE: STRUC FOR STUD INFORMATIONTHIS WALL

1"

1"

5" HOR LEG BENT PLATE AT SLABEDGE TO SUPPORT WALL STUDSBY FRAMING CONTRACTOR

1"

4 1/2"1/2"

4" RIGIDINSULATIONBEHIND CWSPANDRELRE: 1/A4.12 FORTYP NOTES

NORTH

2

D.5

6"6"

WALL SYSTEM WS-4SIM(8" STUD) RE: A4.2

LINE OF SILL BELOW


PROVIDE DISCONT HEAVY GAGE STL SM JAMBEXTENSIONS AT WINDOW TYP

ROOF OVERFLOW DRAIN LEADER ASOCCURS RE: MECH. ROUTE VERTICALLYIN STUD BOX-OUT. TURN LATERALLYBELOW WINDOW SILL AND OUTTHROUGH LAMBS TONGE AS SHOWN

1' -

0" C

L LA

MBS

TO

NG

UE

LAMBS TONGUEBELOW

RE: ELEVS

Date


OWNER



Revision

Sheet







of

Issue

LANDSCAPE ARCHITECT




GENERAL CONTRACTOR




4/10

/200

9 2:

15:3

8 PM


A4.6

PLAN DETAILS


MCBSRS

April 10, 2009

0758.00

For Construction

SCALE: 1 1/2" = 1'-0"A4.611 EXTERIOR COLUMN @ 9.8/L L1

SCALE: 1 1/2" = 1'-0"A4.65 INTERIOR COLUMN @ 9.8/H L1

SCALE: 1 1/2" = 1'-0"A4.61 INTERIOR COLUMN @ 9.8/F L1

SCALE: 1 1/2" = 1'-0"A4.63 EXTERIOR COLUMN @ 2/G L1

SCALE: 1 1/2" = 1'-0"A4.610 EXTERIOR COLUMN @ 10/B L1

SCALE: 1 1/2" = 1'-0"A4.69 INTERIOR COLUMN @ 14/B L1

SCALE: 1 1/2" = 1'-0"A4.66 INTERIOR COLUMN @ 16/B L1

SCALE: 1 1/2" = 1'-0"A4.62 EXTERIOR COLUMN @ 16/A L1

SCALE: 1 1/2" = 1'-0"A4.64 EXTERIOR COLUMN @ 2/G ABOVE SILL L1

SCALE: 1 1/2" = 1'-0"A4.612

EXTERIOR COLUMN @ 9.8/L L2 ABOVESILL

SCALE: 1 1/2" = 1'-0"A4.613

EXTERIOR COLUMN @ 9.8/L L2 BELOWSILL

SCALE:A4.614

AXONOMETRIC DETAIL-EXTERIOR WALLAT 9.8/ L

SCALE: 1 1/2" = 1'-0"A4.68 EXTERIOR WALL @ 2/D.5 ABOVE SILL L1

2 ADDENDUM 2 03/02/095 COB 1 04/10/09

5

5

B.O. SOFFIT/CEILING113' - 4"

1 1/

8"1

3/8"

PARAPET COPING BY MTLCOMP WALL PANEL MFGR

COMPOSITE WALL PANELSYSTEM

2 1/2" MTL STUD, RE: STRUCSHEATHINGMOISTURE BARRIER

STL BEAM, RE: STRUC

STL ANGLE, RE: STRUC

TAPERED INSULATION

WRAP ROOF MEMBRANEOVER PARAPET

3 5/8" MTL STUD,RE: STRUC

SOFFIT SUPPORTAS REQ'D

EXTERIOR FINISH SYSTEM

SEALANT

MTL STUD BRACING,RE: STRUC

14'-0" TO GRID LINE 11

T.O. STEEL115' - 4"

T.O. FRAMING116' - 10"

8" M

IN

STUCCO EDGE BEAD

WALL SYSTEM BASE, TYPAT B.O. SOFFIT

FOS6"

1

STRUCTURAL VALLEY

1' - 6" 1' - 6" 2' - 6"

1' -

6"1'

- 6"

3' -

0"

3' - 0"

CL

CL CL

PROVIDE 2" PER FTTAPERS TO DRAINAT SUMP, TYP

5" BASE THICKNESS RIGIDINSULATION AT ROOF TYP(TAPERS NIC)

OVERFLOWDRAIN WITHNO COLLARRE: MECH

EDGE OF SUMP TO ALIGN WITH STRUC VALLEY,VERIFY ROOF DRAIN LOCATION W/ BEAMS BELOWAND ENLARGE SUMP AS REQ'D TO MAINTAINSQUARE SUMP CONFIGURATION

FACE OF PARAPET

2' - 0" 2' - 0" 2' - 6"

2' -

0"2'

- 0"

4' -

0"

4' - 0"

CL

CL CL


OVERFLOWDRAIN WITHNO COLLARRE: MECH

5" BASE THICKNESS RIGIDINSULATION AT ROOF TYP(TAPERS NIC)

10

ROOFING MEMBRANE/FLASHING

STEEL TUBE -RE: STRUCT

CURTAIN WALL IN-FILLINSULATION

B.O. MULLION118' - 0"

T.O. WALL117' - 10"

BATT INSULATION

3 5/8" MTL STUD

GPWB

3" STL DECK

SHEATHINGTAPERED INSULATION

T.O. STEEL115' - 4"

CEILING113' - 4"

COMP WALLPANEL FLUSH

WITH BACK FACEOF CW MULLION

A4.1410

FLASHING ANDFRAMING NOTES THISAREA, RE: DETAIL

SMO

OTH

FAC

EST

ON

E TY

P4"4"

TERMINATION BAR ANDCOUNTERFLASHING (BEYOND)

SMOOTH FACED STONEAREA (BEYOND)

11 1/2"FO CW

3"

3'-2" TO GRID LINE 11

CL

CEILING113' - 4"

T.O. STEEL115' - 4"

6" MTL STUD, RE: STRUC

BATT INSULATION;MAINTAIN R30 IN VEST CEILING

GYP SHEATHING

TUBE STL, RE: STRUC

3" MTL DECK, RE: STRUC

RIGID INSULATIONPROTECTION BD

ROOF MEMBRANE

BATT INSULATION;MAINTAIN R30 IN VEST CEILING

3 5/8" MTL STUD

3 5/8" MTL STUD, RE: STRUC

GPDW


TRANSOM ABOVE ENTRY DOOR

VESTIBULE N100 EXTERIOR

4"4" 8" SMOOTH FACE STONE

TYP @ CEILINGSMO

OTH

FAC

EST

ON

E TY

P

COUNTERFLASHING

1

T.O. LIMESTONE CAP121' - 10"

LIMESTONE CAP

SS CONTINUOUS FLASHING WITHHEMED EDGE

T.O. MASONRY121' - 4"

9

A4.15

SHEATHING

TERMINATION BARAND COUNTERFLASHING

ASHLAR STONE VENEER

WEEPS TYP

VENEER ANCHOR

MOISTURE BARRIER

12" MTL STUD FRAMINGRE: STRUC

STL TUBE, RE: STRUCT.

COMP PANEL WALLCAP (BEYOND)

SEALANT TYP

ROOF MEMBRANE

SMOOTH FACED STONETO ACCEPT PARAPET CAP

CONT STL LEDGE ANGLERE: STRUC

3" MTL DECK, RE: STRUC

MTL STUD FRAMING

SHEATHINGMOISTURE BARRIERGROUT CAVITY SOLID

SMOOTH FACED CUT STONE

GRADE BEAMRE: STRUCT

DAMPPROOFING

EXP JOINT FILLER

GRAVEL FILL

SOGVARIES RE:CIVIL

T.O. CUT STONE100' - 0"

ASHLAR STONE VENEER

CEILING113' - 4"

B.O ANGLE115 - 8"

T.O CUT STONE117 - 0"

B.O ANGLE115 - 4"

12" MTL STUD FRAMINGRE: STRUC

BATT INSULATION

DEFLECTION HEAD TRACK


LAP MOISTURE BARRIEROVER FLEXIBLE FLASHING8" MIN TYPFLEXIBLE FLASHING

WEEPS TYPFLEXIBLE FLASHING

LAP MOISTURE BARRIER OVERFLEXIBLE FLASHING 8" MIN TYP

4" 4"

BATT INSULATION


8" HEIGHT SMOOTH FACEDSTONE AT CEILING

GROUT CAVITY SOLID

11

1' - 6" SUMP

SLOPE 1" PER FT


T.O. STEEL115' - 4"

FOS6"

T.O. SUMPVARIES

B.O. SCUPPERVARIES

SCUPPER OPENING

1 1/

8"

1 3/

8"

CEILING113' - 4"

SLOPE 3/8" PER FT (TYP)

3 5/8" MTL STUD,RE: STRUCT

SOFFIT SUPPORTHANGERS AS REQD


SEALANT

ROOF MEMBRANETAPERED INSULATION

COMP WALL PANEL SYSTEM

PARAPET COPINGBY COMP WALLPANEL MFR

HEAT TRACE DRAIN PIPINGAT CANOPY TYP, EXTEND TO

BELOW GRADE 48" MINRE: ELEC

MAX2"

4"

GRAVEL STOP

WALL SYSTEM MFRTYP DETAIL

STUCCO EDGE BEAD

WALL SYSTEM MFRTYP BASE DETAIL

RADIANT HEATING THIS SPACERE: ELEC

RE: RCP FOR ACCESS PANELLOCATIONS

BASE THICKNESS RIGIDINSULATION

2 1/

2"

1

1' -

6"1'

- 6"

3' -

0"

3' - 0"

CL

CL


1' - 6" 1' - 6"

ROOF DRAINRE: MECH

B.O. SCUPPER ELEVATION2" ABOVE T.O. SUMP

6"COMP WALL PANELSYSTEM PARAPET CAP

SLOPE 3/8" PER FT, MIN

SLO

PE 1

/8" P

ER F

T

SLO

PE 3

/8"

PER

FT

2 1/2" BASETHICKNESS RIGID

INSULATION ATENTRY CANOPY

ROOF (TAPERS NIC)

OVERFLOWSCUPPER

6"

NOTE: SEE 5/4.15 FORSCUPPER ELEVATION

COMP WALL PANELSYSTEM

CL

5/8" DRY JOINT GASKETPER MFR

ALIGN CL OF JOINT TOCEILING REVEAL , RE:RCP

ALIGN JOINT TO CEILING REVEAL, RE: RCPSEE ELEVATIONCOMP WALL

PANEL SYSTEM

ALIG

N J

OIN

T TO

CE I

LIN

G R

EVEA

L, R

E: R

CP

SEE

ELEV

ATIO

N

DRY JOINT GASKET PERMFR, TYP AT VERT JOINTS

COMP WALLPANEL SYSTEM

DRY JOINT GASKETPER MFR, TYP ATVERT JOINTS

GYP SHEATHING

5/8"

5/8"

2 1/2" MTL STUDS

MOISTURE BARRIER


SCUPPEROPENING

MTL FLASHING

B.O. SCUPPERVARIES

4"

ROOF DRAINVARIES

SEALANT

SEALANT (ALL SIDES)

COMP WALL PANEL

COMP WALL PANEL REVEAL

PARAPET COPING BY COMPWALL PANEL MFR

5/8"

1 3/

8"1

1/8" 6"

CL

OF ROOFDRAIN

(BEHIND)

6"

NOTE: REFER TO SMACNA FIGURE1-26A FOR MORE INFO ON SCUPPERDETAIL REQUIREMENTS

MAX2"

FOS6"5 1/2"

9

A4.15

SMOOTH FACEDSTONE AREA

COMP WALL PANEL SYSTEM

GYP SHEATHING

2 1/2" MTL STUDS


A4.1512

T.O. SMOOTH STONE117' - 0"

4 1/2"8"

PLYWD SHEATHING ATBACK OF PARAPET TYP

8" 4 1/2"

BEAM

LIN

E BE

LOW

CL

PARAPET COPING (BELOW)

SEALANT

SMOOTH FACED STONE

PARAPET COPING (BELOW)

SEALANT

12" STL STUD FRAMING, RE: STRUC

SMOOTH FACED STONE

ASHLAR STONE VENEER

ASHLAR STONE VENEER

GROUT CAVITY SOLID, TYP

EO A

NG

LE11

"EO

AN

GLE

11"

ROOF

GROUT CAVITY SOLID, TYP

MOISTURE BARRIER

SHEATHING

MOISTURE BARRIER

ROOF

10

A4.15

M

ROOF MEMBRANE

TAPERED INSULATION

PROTECTION BOARD

REGLET AND COUNTER FLASHING

SEAL TOP OF TERMINATION BAR TYP

WEEPS TYP

FLEXIBLE FLASHING

4" STANDARD CMU

MTL STUD FRAMINGRE: STRUCT

T.O. STEEL115' - 4"

T.O. DECK115' - 7"

WALL SYSTEM WS-1

8" M

IN

LAP MOISTURE BARRIER OVERFLEXIBLE FLASHING TYP

1' - 4"

T.O. FLASHING117' - 0"

1' - 4"

Date


OWNER



Revision

Sheet







of

Issue

LANDSCAPE ARCHITECT




GENERAL CONTRACTOR




4/10

/200

9 2:

18:2

8 PM


A4.15

DETAILS


MCBSRS

April 10, 2009

0758.00

For Construction

SCALE: 1 1/2" = 1'-0"A4.1512 TYPICAL CANOPY FASCIA

SCALE: 1/2" = 1'-0"A4.152 ROOF DRAIN SUMP DETAIL

SCALE: 1/2" = 1'-0"A4.153 ROOF DRAIN SUMP DETAIL AT PARAPET

SCALE: 1 1/2" = 1'-0"A4.1514

ENTRY CANOPY ROOF TRANSITION ATGRID 10

SCALE: 1 1/2" = 1'-0"A4.1513 DOOR HEAD @ ENTRY CANOPY

SCALE: 1 1/2" = 1'-0"A4.151 STONE FIN AT ENTRY CANOPY

SCALE: 1 1/2" = 1'-0"A4.158 CANOPY SECTION

SCALE: 1/2" = 1'-0"A4.154 ROOF DRAIN SUMP DETAIL AT CANOPY

SCALE:A4.1515

AXONOMETRIC DETAIL-ENTRY CANOPYLOOKING NORTH

SCALE: 3" = 1'-0"A4.156 COMPOSITE PANEL- TYP VERTICAL JOINT

SCALE: 3" = 1'-0"A4.157 MTL COMPOSITE PANEL- TYP CORNER

SCALE: 1 1/2" = 1'-0"A4.155 SCUPPER ELEVATION

SCALE: 1 1/2" = 1'-0"A4.1510 CANOPY AT FIN - SECTION

SCALE: 1 1/2" = 1'-0"A4.159 CANOPY PARAPET TERMINATION

SCALE: 1 1/2" = 1'-0"A4.1511 ROOF FLASHING AT FIN - M LINE

1 ADDENDUM 1 02/24/095 COB 1 04/10/09

5

6

M

3' - 4" 1' - 0"

3' - 4"

1' -

0"1'

- 4"

C1

C1

C1

C1

A1

6

L

1' -

0"1'

- 0"

1' - 0" 1' - 0"

C1

C1

C1

C1

6

J

1' -

8"8"

1' - 0" 1' - 0"

C1

C1

C1

A1

14

D

1' -

0"

1' - 0"

1' -

0"

C1

A1

C1

C1

A4.206

A4.20

7

A4.73

A4.51

A4.713 OPH

SIM

5' -

0"2'

- 8"

4' -

4 1/

2" F

OC

W

A4.812 SIM

1' -

0"

5' -

0"6'

- 0"

6' - 4" 1' - 4"

1' -

4"1'

- 4"

12' -

8 1

/2"

8 1/2"FOCW

SIM

1' - 0 1/2" FOS

4"1'

- 4

1/2"

EO

S

3' - 0"8"

11' - 4"

.

A4.710 SIM

1' - 6"

2

1' - 2 1/2" EOS

7

A4.13

10

A4.13

SIM

1' - 4 1/2" EOS

A4.206

A4.20

7

A4.912

A4.916

A4.911

A4.73

A4.812

SIM

SIM

SIM

PROVIDE SEPERATESUNSHADES AS SHOWN

WALL SYSTEM WS-2 RE:A4.2

2

6

A4.13SIM

12' -

0"

7.04

8.07

8.01

CJT

CAP

2 1/

2"1'

- 6"

1' -

10"

1' -

7"1'

- 7"

3' -

6"

CJT

CJT

8.07

4.10

4.03

2' - 6"

2' -

0"3'

- 4"

3' -

4"3'

- 4"

2' -

0"8"

CL

4.02 4.01

4.02

4.01

CL

2' - 9 1/4" ASSEMBLY2 1/2" JAMB

CL

8.034 1/2" CAP

1" CAP

1" CAP

3

A4.14SIM

2

4 1/2" CAP

SSGMULLION

SSG

8.03

8.07

CJTTYP BS

CJT

4.01

CAP

2 1/

2"1'

- 6"

1' -

10"

1' -

7"1'

- 7"

3' -

6"

CL

4.021

A4.14SIM

2

SSG MULLIONAT PERIMETERTYP

FIRST FLOOR100' - 0"

SECOND FLOOR118' - 0"

NM

SECOND FLOOR TOC117' - 0"

CLASSROOM103

PSYCH FAC205

HALLN202

STUDENTLOUNGE

N103

2-HOUR RATED SHAFTWALL RE: PLANS

2-HOUR RATED SHAFTWALLCONSTRUCTION TYP AT SHAFT BOTTOM

(1) SUPPLY DUCT AND(2) RETURN DUCTS SIM THISSHAFT- RE: MECH

LOCATE F/S DAMPER AT SHAFT TOBE ACCESSED FROM ACCESSPANELS IN HALL N202 (2 THUS) ANDHALL N205 (1 THUS)- ALIGN ALLACCESS PANELS AFF- SEE ALSONOTE BELOW

CEILINGRE: RCP

BO SHAFT111'-0" +/-

NOTE: PARTITION INSULATION NOTSHOWN ON DETAIL FOR CLARITY-PROVIDE PER PARTITION TYPESTYP

NOTE: GC TO COORD BOSHAFT W/ MECH ENGINEERPRIOR TO INSTALLATION

1' - 0" FOW6' - 0"

LOCATE F/S DAMPER AT SHAFT TO BEACCESSED FROM ACCESS PANEL INPSYCH FAC 205- PROVIDE DROPPEDPORTION OF SHAFT BOTTOM THIS DUCTONLY AS SHOWN

2

NOTE: ACCESS PANELS INDICATEDABOVE TO BE 18" X 18" MAX AND SETLOW ON THE WALL (2'-6" MAX AFF TOTOP OF ACCESS PANEL)

(1) SUPPLY DUCT RE: MECH

ACC

ESS AC

CES

S



6


EXHAUST DUCT RE: MECH

1' - 0" FOW4' - 0"5' - 0"

ACCESS PANEL RE: INTERIOR ELEVATION

2-HOUR RATEDSHAFTWALL RE: PLANS

2-HOUR RATED SHAFTWALL AND CEILINGCONSTURCTION TYP AT SHAFT BOTTOM

(1) RETURN DUCT AND(1) SUPPLY DUCT SIM- RE: MECH

LOCATE F/S DAMPER AT SHAFT BOTTOM -ACCESSIBLE FROM ACCESS PANEL

NOTED ABOVE

WOMEN126

CLASSROOMATRIUM

N105

HALLN207

HALLN114

LOCATE F/S DAMPER AT SHAFT TO BEACCESSED FROM ACCESSIBLE

CEILING IN HALL N114

RECESSED WATER COOLER RE: PLBG

CEILINGRE: RCP

BO SHAFT111'-0" +/-

NOTE: PARTITION INSULATIONNOT SHOWN ON DETAIL FORCLARITY- PROVIDE PERPARTITION TYPES TYP

NOTE: GC TO COORD BOSHAFT W/ MECH ENGINEERPRIOR TO INSTALLATION

INTERRUPT PARTITION ASREQUIRED AT SHAFTWALLCONSTRUCTION TO MAINTAINRATING OF SHAFT ENCLOSURE

2

Date


OWNER



Revision

Sheet







of

Issue

LANDSCAPE ARCHITECT




GENERAL CONTRACTOR




4/9/

2009

7:4

4:34

AM


A4.20

DETAILS


CheckerAuthor

April 10, 2009

0758.00

For Construction

SCALE: 1 1/2" = 1'-0"A4.2010 INTERIOR COLUMN @ 6/M

SCALE: 1 1/2" = 1'-0"A4.205 INTERIOR COLUMN @ L/8

SCALE: 1 1/2" = 1'-0"A4.201 INTERIOR COLUMN @ 6/J

SCALE: 1 1/2" = 1'-0"A4.2015 INTERIOR COLUMN @14/D

SCALE:A4.208 AXONOMETRIC OF MOCK-UP FROM SE

SCALE:A4.204 AXONOMETRIC OF MOCK-UP FROM SW

SCALE: 1/4" = 1'-0"A4.202 MOCK-UP WALL PLAN 104'-6"

SCALE: 1/4" = 1'-0"A4.203 MOCK-UP WALL PLAN 108'-0"

SCALE: 1/4" = 1'-0"A4.206 MOCK-UP WALL SOUTH ELEVATION

SCALE: 1/4" = 1'-0"A4.207 MOCK-UP WALL WEST ELEVATION

4.01 ASHLAR STONE VENEER4.02 LIMESTONE PARAPET CAP4.03 CMU, PAINT4.10 LIMESTONE PANELS7.04 METAL-FACED COMPOSITE PANEL FASCIA

SYSTEM8.01 2"x 4 1/2" ALUMINUM WINDOW8.03 2 1/2"x 7" ALUMINUM CURTAIN WALL SYSTEM8.07 EXTRUDED ALUMINUM SUNSHADE ASSEMBLY

WORK NOTES

2

2

2

SCALE: 3/8" = 1'-0"A4.2011 SHAFT DETAIL AT 3/N L1-L2

SCALE: 3/8" = 1'-0"A4.2012 SHAFT DETAIL AT 6/H L1-L2

2 ADDENDUM 2 03/02/09

54 6

B

C

D

E

F

G

H

L

M

K

J

D.5

G.5

CLASSROOMATRIUM

N105

WOMEN126

MEN124

ELEC114

HALLN109HALLN109

E3

E1

E4

E1

E3

E2

E5

E2

E5

6"

CENTER ELEMENTPARTITION ON GRID LINE

10 1/4"

1' -

5 3/

4"

1' -

0"

5' - 8 3/4"

1' -

10"

1' - 1 1/2"

1' -

0"

5' - 8 3/4"

10 1/4"

10 1

/2"

9' -

8 1/

32"

6"

6"

RE: ALTERNATES

1 2 3 4

8' -

0"

11' -

0"

9' -

0"

3/4" MDF W/ 1/16" VENEER(PER ARCH SAMPLE)

GPDW,PAINTED

1" PFP2, RE: A10.6

RE: ALTERNATES

9' -

0" 11' -

0"

1 2 3 4


GPDW, PAINTED

1" PFP1,RE: A10.6

SEMI-RECESSEDLIGHT FIXTURE

4' -

0"4'

- 0"

RE: ALTERNATES

2' -

0"

7' -

0"

10' -

0"

1 2 3 4

9' -

0"


GPDW,PAINTED

1" PFP1,RE: A10.6

RE: ALTERNATES

1 2 3 4

1' -

8"

5' -

0"


1" PFP1, RE: A10.6

RE: ALTERNATES

4' -

0"4'

- 0"

8' -

0"

1 2 3 4

1" PFP2, RE: A10.6


RE: ALTERNATES

1' -

0"

2' - 0"

4 7/8" 10 5/8"

1' - 0"2' - 0"

7 1/

4"

3' -

0"


GPDW, PAINTED

1" PLASTIC FABRICATED PANEL(ABOVE)

3' -

4 3/

4"

1

2

3

4

2A5.3

3A5.3

TYP @ELEMENTS, UON

SEE TYP DETAILS4, 5, 6, 7 /A5.3

8' -

0"

1' -

6"1'

- 0"

2' - 0"

7 1/4" EQ

2' -

0"

GPDW, PAINTED


EQ

EQ 4 7/8" EQ

5' -

6"3'

- 0" 4' -

0"

6"


1

2

3

4

8' -

0"

6' -

0"2'

- 0"

2' - 0"

4' - 0"

8"2'

- 0"

4 7/8"

1' - 0" 2' - 0"

10 3

/4"

7 1/

4"4'

- 6"

GPDW, PAINTED



1

2

3

4

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

5' - 8"

2' -

0"

1' -

6"

1' - 4 3/8"

4"

2' - 0"


GPDW, PAINTED

1" PLASTIC FABRICATED PANEL


1

2

3

4

11 3

/8"

10 1

/4"

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

3' - 0"

4 5/

8"

1" PFP2, RE: A10.6


RECESSEDLIGHT FIXTURE

1

2

3

4

1"4

5/8"

2

1" PFP2 TO FLOOR

2 1/4"2 3/8"

1"

3/4" 3 5/8"

1/4"

1"

1/4"

3 5/8" 3/4"

10 1/4"

SECURE ANGLE TO PFP

ACRYLIC LENS ON ANGLE,SET 1/8" DN FROM WDSOLID WD TRIM

WD VENEER ON 3/4" MDF

1/4" PLYWOOD PAINTED P1FLUORESCENT STRIP FIXTURE,RE: ELEC

3 5/8" STL STUDS1/4" PLYWOOD

BLOCKING AS REQ'D

4 1/

4"

2 3/8"2 1/4"

2

Date


OWNER



Revision

Sheet







of

Issue

LANDSCAPE ARCHITECT




GENERAL CONTRACTOR




4/9/

2009

7:5

6:12

AM


A5.2

ENLARGED ATRIUM N105 PLAN &ELEMENT ELEVATIONS


MCBMKF

April 10, 2009

0758.00

For Construction

SCALE: 3/16" = 1'-0"A5.21

CLASSROOM ATRIUM N105 ENLARGEDPLAN

1/4" = 1'-0"Elevations - Atrium Element E1

1/4" = 1'-0"Elevations - Atrium Element E2 2




Axonometric - Element E2





1/4" = 1'-0"Plan - Atrium Element E1





1 1/2" = 1'-0"Section - Atrium Element E5 Uplight

2 ADDENDUM 2 03/02/09

2A3.5

9 108

D

E

F

G

H

1A3.7

1A3.7

2A3.7

2A3.7

D.5

3

A4.4

9.8

G.5

GROUP STUDYATRIUM

N110

E6

E6

E2

E8

E7

E2

E9

A9.6

3

A9.71

A9.6

4

A9.8 1

2' -

11 3

/16"

1' - 6"E10

E10

4' - 6 1/2"

4' - 6 1/2"

6"

4' -

9 3/

4"4'

- 9

3/4"

PLANTER ANDPLANTSTRUCTURETYP OF 22' - 2"

6"

8

A5.3

4' -

8"

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

8

A5.3

SIM 2

2

3/4" WOOD PANELS1/2" PLYWOOD

STUD

3/4" THREADED ROD

NUT & PL WASHERNEOPRENEPAD

1" PLASTICFABRICATED PANEL

CAP PL 3/8"

HSS SUPPORTS TO BE DESIGNED BY GC ON APERFORMANCE BASIS. HSS SIZES WERE ASSUMED TOFIT WITHIN 3 5/8" AND 6" METAL STUD WALLS AS A BASISOF DESIGN. RE: ELEMENT PLANS ON A5.2 AND A5.3 FORTHICKNESS OF WALLS.

2-1/2" PIPE

2

3/4" MDF W/ 1/16"VENEER PANELS

1/2" PLYWOODSHEATHING

MTL STUD

HSS SUPPORTS TO BEDESIGNED BY GC ON APERFORMANCE BASIS.HSS SIZES WEREASSUMED TO FIT WITHIN3 5/8" AND 6" METALSTUD WALLS AS A BASISOF DESIGN. RE:ELEMENT PLANS ONA5.2 AND A5.3 FORTHICKNESS OF WALLS.

PLASTICFABRICATEDPANEL (BELOW)

NUT & PL WASHER

RE: PLANVARIES

2

2

9' -

0"

8' -

0"

11' -

0"


GPDW, PAINTED

1" PFP2,RE: A10.6

1/4" x 1/4"MTL REVEAL

1 2 3 4

SEMI-RECESSEDLIGHT FIXTURE

4' -

0"4'

- 0"

RE: ALTERNATES

2' -

10"

8' -

0"2"

1 2 3 4

11' -

0"


1" PFP1, RE: A10.6

GPDW, PAINTED

RE: ALTERNATES7'

- 0"

1 2 3 4


1" PFP2,RE: A10.6

GPDW,PAINTED

6' -

0"2'

- 0"

RE: ALTERNATES

1' -

10"

8' -

0"2"

1' -

10"

1 2 3 4


1" PFP2, RE: A10.6GPDW, PAINTED

SEMI-RECESSED LIGHT FIXTURE

9' -

0"

RE: ALTERNATES

5/8" GPDW ONMETAL STUDS

PREFINISHEDBRUSHED SST4" X 3/16" STEELPLATE, BS

3/4" MDF W/WD VENEER

SOLID WDBASE

4"

@ WD VENEER @ GPDW

1/2" PLYWOOD ONMTL STUDS

VARIES, RE: PLAN

5/8" GPDW ONMETAL STUD

ALUMINUM CORNERTRIM, TAPE & SPACKLEDFLUSH, TYP

1/2" PLYWOOD

SOLID WOODTRIM

WD VENEER ON3/4" MDF

3/4"

3/4"

5/8"

GPDW

FINISHED SIDE

3/4" WOODVENEER ON MDF

3/4" SQ SOLID WDTRIM 1/8" RADIUS ATCORNERS

1/2" PLYWOOD ONMTL STUDS

7 1/

4"

3' - 0"

8' -

0"

6"

5' - 4"

1' - 4"

3' -

0"2'

- 0"

4 7/8"


GPDW, PAINTED

1/4" x 1/4" MTL REVEAL

1' -

0"

1' - 0"

3/4" MDF W/ 1/16"VENEER

(PER ARCH SAMPLE)

1" PLASTICFABRICATED PANEL

(ABOVE)

5' -

10 3

/4"

5' -

0"

1

2

3

4

7' -

0"

2' -

0"

1' -

0"

4' -

0"2'

- 0"

2' - 0" 1' - 0"

7 1/4"

1

2

3

4

1' -

8"1'

- 0"

4 7/

8"5'

- 2

1/4"

4 7/

8"1'

- 0"

1' -

8"

1' - 4" 3' - 0" 1' - 0"

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

1' - 0"

7 1/4"

1' - 4 3/4"

1

2

3

4

2' -

0"3/

8"3'

- 0"

5' -

0"

4 7/8"

1' - 6" 2' - 0" 1' - 6"

7 1/

4"

1

2

3

4

21

RE: ALTERNATES

14' -

0"

14' -

0"

2' -

9"

PROVIDE MISCMETAL TO ATTACHUPPER PLANTERSCREEN TO BLDGSTRUC IN 3LOCATIONS MIN

STL PLANTERSCREEN

3RD FLOOR BALCONY132' - 8"

2ND FLR BALCONY118' - 0"

PROVIDE MISCMETAL TO ATTACHLOWER PLANTERSCREEN TO BLDGSTRUC IN 2LOCATIONS MIN

2' -

9"14

' - 0

"14

' - 0

"

4 1/

2"

3"

4 1/

2"

1

2

1' -

9"

5' - 5"


2' -

9"

4" CMU

TILE ST-1

CEMENT BOARD(PROTECTION BOARD)

TPO MEMBRANE FLASHEDINTO FLOOR DRAIN FLANGE

FILTER FABRIC

DRAINAGE BOARD @ BOTTOM, TYP

STEEL PLANTING FRAMEBEYOND

FLOOR DRAIN, RE: MECH

BUILD UP CONCRETE TOSLOPE TO DRAIN 1/8"/ FT MIN.

GRANULAR FILL BY OWNER

POTTING SOIL BY OWNER

HOSE BIBB, RE: PLBG

NOTE: SOIL & PLANTINGSBY OWNER. ALL ELSE BYGC INCL FILTER FABRIC &GRAVEL

SEE ELEVATIONS 2/A5.3

Date


OWNER



Revision

Sheet







of

Issue

LANDSCAPE ARCHITECT




GENERAL CONTRACTOR




4/9/

2009

7:5

6:58

AM


A5.3

ATRIUM ELEMENTPLANS/ELEVATIONS/DETAILS


MCBMKF

April 10, 2009

0758.00

For Construction

SCALE: 3/16" = 1'-0"A5.31

GROUP STUDY ATRIUM N110 ENLARGEDPLAN

SCALE: 1 1/2" = 1'-0"A5.33 TYP ATRIUM ELEMENT SECTION DETAIL

SCALE: 1 1/2" = 1'-0"A5.39 TYP ATRIUM ELEMENT PLAN DETAIL





SCALE:Axonometric Element E8




SCALE: 3" = 1'-0"A5.34 TYP ATRIUM ELEMENT BASE

SCALE: 3" = 1'-0"A5.36 GPDW PTN END WALL OR CAP

SCALE: 6" = 1'-0"A5.37 TYP GPDW/WD TRANSITION

SCALE: 3" = 1'-0"A5.35 TYP ATRIUM ELEMENT WD CORNER





SCALE: 1/4" = 1'-0"A5.3Elevations - Atrium Element E10


SCALE: 1 1/2" = 1'-0"A5.38 ATRIUM N110 PLANTER SECTION 2

NOTES TYPICAL FOR ALL ELEMENT PLANS

2 ADDENDUM 2 03/02/09

Date


OWNER



Revision

Sheet







of

Issue

LANDSCAPE ARCHITECT




GENERAL CONTRACTOR




4/9/

2009

8:4

5:31

AM


A7.0

VERT CIRC AXONOMETRICVIEWS


MCBSRS

April 10, 2009

0758.00

For ConstructionSCALE:A7.0

1

AXONOMETRIC DETAIL-STAIR 1 LOOKINGWEST

SCALE:A7.02

AXONOMETRIC DETAIL-STAIR 2 ANDELEVATOR LOOKING NORTH

SCALE:A7.03

AXONOMETRIC DETAIL-STAIR 3 LOOKINGEAST

SCALE:A7.04

AXONOMETRIC DETAIL-STAIR 4 LOOKINGEAST



8


2' -

10"

10' -

6"

3"9'

- 2"

3"

10' -

11"

6"

1' - 5"

2' - 0"

2' - 0"

5' -

2"

PANEL 13PANEL 11

PANEL 12

2 1/2" x 2 1/2"" BRUSHEDSST FRAME

FROSTED GLASSPANELS ATTACHED TOFRAME W/ BRUSHEDALUM STAND-OFFFASTENERS TYP

PROVIDE 2 1/2" x 2 1/2"SST TUBE IN STUD WALLBEHIND STONE, RETURN

FRAME TO TUBE




13' -

2"

3"9'

- 0"

3"2'

- 10

"

4' -

6"2"

10' -

6"

1' -

3"11

' - 0

"3"

3' - 8"

3' - 8"

2' - 8"

1' -

5"8'

- 0"

3"10

' - 6

"

3' - 11"

3' - 11"

4' - 0"

9' -

0"2'

- 5"

13' -

6"

9' -

9"

2' - 8"

3' - 0"

4' - 0"

13' -

0"

8' -

2"

5' -

2"

3' - 0"

PANEL 1

PANEL 7

PANEL 2

PANEL 3

PANEL 4

PANEL 5

PANEL 6

PANEL 8

PANEL 9

PANEL 10

PROVIDE 2 1/2" x 2 1/2"SST TUBE IN STUD WALLBEHIND STONE, RETURNFRAME TO TUBE


FROSTED GLASSPANELS ATTACHED TOFRAME W/ BRUSHEDALUM STAND-OFFFASTENERS TYP

NOTE: PROVIDE WDVENEER PANELS WITHREVEALS AND RAILINGBEHIND GLASS, SIM TOADJ WD

GPDW

8

M

1' - 8" 2' - 4"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

5"3' - 0"

3"

3"

3' - 0"

8"

7"

3' - 0"

5"

1' - 1"1' - 7"

1' - 9"

2' - 3"

1' - 1"1' - 11"

2"2" 1' - 10"

11" 6"

1"1"

2"

2"1"

3 3/

8"

77.25

°

PROVIDE 2 1/2" x 21/2" SST TUBE IN

STUD WALLBEHIND STONE,

RETURN TO TUBE

FROSTED GLASSPANELS ATTACHED TPFRAME W/ BRUSHEDALUM STAND-OFFFASTNERS TYP

PROVIDE 2 1/2" x 2 1/2"SST FRAME

LEVEL 2 = 2" FROMCL OF SST FRAME







CEILING PANELABOVE

CEILING PANELABOVE

CONNECTTUBEFRAME TOSTEELCOLUMN




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

3' -

6"3'

- 0"

5' -

0"2'

- 0"

4' -

6"7'

- 0"





8


2' - 4"1' - 8"



LEVEL 3

LEVEL 3

LEVEL 1

LEVEL 1

LEVEL 3

LEVEL 2

LEVEL 2

LEVEL 1

LEVEL 1

LEVEL 2

LEVEL 2

LEVEL 1

Date


OWNER



Revision

Sheet







of

Issue

LANDSCAPE ARCHITECT




GENERAL CONTRACTOR




4/10

/200

9 2:

39:0

0 PM


A9.17

LOBBY GLASS IMAGE WALL


CheckerAuthor

April 10, 2009

0758.00

For Construction

SCALE: 1/2" = 1'-0"A9.174 CAFE GLASS WALL WEST ELEVATON

SCALE: 1/2" = 1'-0"A9.173 CAFE GLASS WALL SOUTH ELEVATION

SCALE: 3/4" = 1'-0"A9.171 CAFE GLASS WALL PLAN

SCALE: 1/2" = 1'-0"A9.177 CAFE GLASS WALL - STEEL STRUCT

SCALE: 1/2" = 1'-0"A9.178 CAFE GLASS WALL - STEEL STRUCTURE

SCALE:A9.172 AXON - CAFE GLASS WALL WITH PANELS

SCALE:A9.176 AXON - CAFE GLASS WALL STRUCTURE

2 ADDENDUM 2 03/02/09