100CDset-Architectural drawings-Building-sample paper

DWREF.

DN

2 3 4 5 6 7 8 9 10

A1

B1

D1 C1

106

106

106

106

113

TYP.115

114

0″

-6′ – 0″

0″

0″

-5′ – 6″

-4′ – 4″

FINISHED FLOOR ELEVATION = 6891.6′, COORD WITH CIVIL

EXISTING PARKING GARAGE

SLOPE SLOPE

SL O

PE

SL OP

E

SLOPE

SL O

PE

1

209

A040 1 A040

2 A041

1 A041

2

SLOPESLOPE

SL O

PE

BL O

M ER

R D

.

BEAVER ST. TRANSIT SPLINE

A040 1

IMAGINARY LOT LINE FIRE SEPARATION DISTANCE (F.S.D.) LINE10

A051

BLD #40

BOOKSTORE BLD. #35

E502 8

143

10 A051

172

175

PUBLIC ENTRANCE

204

209

TYP.115 1

1

SITE PLAN NOTES

1. COORDINATE ALL SPOT ELEVATIONS WITH CIVIL DRAWINGS.

ENTRY/EXIT

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

4: 02

A M

A020

OVERALL SITE PLAN

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1″ = 20′-0″ OVERALL SITE PLAN

KEYNOTE LEGEND 106 SITE PAVING 113 PLAZA 114 NEW GARAGE EGRESS CONNECTION 115 LINE OF OVERHANG ABOVE 143 REMOVABLE PAVERS, AS SELECTED BY ARCHITECT 172 EXISTING BOLLARD TO REMAIN 175 SEE CIVIL SHEET C7 FOR HANDICAP PARKING LAYOUT 204 ADA RAMP SEE CIVIL SHEET C7 FOR CONTROLLING GRADE ELEVATIONS & SLOPE

PERCENTAGES 209 EXISTING BUS STOP

1

NORTH

No. Description Date

1 Review Comments 08/06/14

 

 

DN DN

114

0″

-6′ – 0″

0″

0″

-4′ – 4″

EXISTING PARKING GARAGE TO REMAIN

A041 1

A041 2

A040 1

C7 20

C7 19

C7 2

BL O

M E

D R

.

BEAVER ST.

IMAGINARY LOT LINE FIRE SEPARATION DISTANCE (F.S.D.) LINE

PUBLIC ENTRANCE

A040 2

C7 1

EXIT

A040 2

-5′ – 6″

A040 1

SIDEWALK

SIDEW ALK

SIDEW ALK

SI D

EW AL

K

SIDEWALK

EXISTING RAMP

10 A051

10 A051

BUILDING #40

EXISTING BUILDING

EXIT/ENTRY

203

204

205

206

204204 206

207209

210203

210

130

203

204

207

203

SOUTH ENTRANCE

NORTH PARKING GARAGE ENTRANCE

SITE PLAN NOTES

1. COORDINATE ALL SPOT ELEVATIONS WITH CIVIL DRAWINGS.

ENTRY/EXIT

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

4: 07

A M

A021

SITE ACCESSIBILITY PLAN

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1″ = 20′-0″ SITE ACCESABILITY PLAN

1

NEW SHEET

NORTH

KEYNOTE LEGEND 114 NEW GARAGE EGRESS CONNECTION 130 RELOCATED BUS STOP. CONFIRM FINAL LOCATION WITH OWNER. 203 ACCESSIBLE ROUTE OF TRAVEL TO NEAREST ENTRANCE. SEE CIVIL SHEET C7 FOR

CONTROLLING GRADE ELEVATIONS & SLOPE PERCENTAGES 204 ADA RAMP SEE CIVIL SHEET C7 FOR CONTROLLING GRADE ELEVATIONS & SLOPE

PERCENTAGES 205 SEE CIVIL SHEET C7 FOR HANDICAP PARKING LAYOUT 206 EXISTING RAMP 207 SIDEWALK CURB AND GUTTER PER CIVIL SHEET C7 209 EXISTING BUS STOP 210 EXISTING SIDEWALK

No. Description Date

1 Review Comments 08/06/14

 

 

UP

DN

CH W

R

CH W

S

A1

D1

C1

NORTH PLAZA

1

26 ‘ –

0 ”

21 ‘ –

7″

4’ – 5

18 ‘ –

8 ”

14′ – 6″

8′ –

4″

3′ – 5

14 5°

12′ – 4″

5′ –

5″ 82°

TYP.196

115

1″ /

12 ”

1″ /

12 ”

14′ – 6″

139

137

-4′ – 4″

3 A044

6′ – 4″6″8′ – 2″6′ – 7″

A051 9

TYP.186

187

10 A050

0″

-5 1/4″

A041 4

BOOKSTORE BUILDING #35

8′ –

0″ 2′

– 6″

4′ –

0″

44′ – 0″

2′ – 6″4′ – 0″4′ – 0″

9′ – 2″ 8’ – 2″

16 ‘ –

5 ”

139

TYP.201

TYP.202

1 A043

2 A043

5′ –

0″

139

139

139

106

187

187187

1876′ –

6″ 4′

– 4″

5′ – 7″

2′ –

4″

8″

17′ – 2″

304

3

S1

304

3

60 ”

304

3

3

60 ”

304 3

304

3 A043

4 A043

4

4

A043 5

4

5

8’ – 0″

128°

A045

12

A045 14

A045 15

A045 18

SK-02 3

1 A044

6

6

6

6 A051

SIM.6

10 T

R EA

D S

@ 1

1″ =

9 ‘ –

2 ” 1’ –

6″

A044 12

6

6

S1

137 6

6

A045 20

9

10

A1

B1

D1

116

106

172° 1 08

°

10 1°

20 ‘ –

0 ”

5’ –

0″

20 ‘ –

0 ”

8′ – 0″

3′ – 11″

3′ – 3″

0″

-1′ – 6″

-3′ – 0″

SL O

PE

SL O

PE

C7 2

A041 3

2 A044

12 A050

0″

-1′ – 3 1/4″

10 A050

SIM.

134 195

195

A600 1

TYP.196

195

C7 20

175

9 A042

REFER TO CIVIL FOR SLOPE AND DRAINAGE

1′ – 11″

3

60″

304

3

304

304

304

60 ”

60 ”

60 ”

304

3

3

3

4′ – 0″

303

4

M AX4″

4 A045

5

S1

5139 10

8° E Q

U AL

8′ –

0″

A045

5

A0456

A0458

A045

9

5

EQ U

AL

10 A050

SIM.

5 A042

SIM.

SK-024

10 TR EAD

S @ 11″ = 9′ – 2″

6

6

6

2′ – 0″

A044 8

6

S1

4′ – 0 1/2″

10 8°

6

12′ – 6″

6

A044 86

A044 8

6

6

S1

6

A045 7

A045

21

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

33 :5

0 PM

A040

ENLARGED SITE PLANS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ NORTH PLAZA PLAN1 1/8″ = 1’-0″

SOUTH PLAZA PLAN2

KEYNOTE LEGEND 106 SITE PAVING 115 LINE OF OVERHANG ABOVE 116 EXISTING TRANSFORMER AND GENERATOR YARD 134 CAST IN PLACE CONCRETE BENCH, SEE SHEET A051. 137 CONCRETE RETAINING WALL WITH BOARD FORM FINISH 139 PLANTER 175 SEE CIVIL SHEET C7 FOR HANDICAP PARKING LAYOUT 186 RELOCATED EXISTING BIKE RACK 187 NEW BIKE RACK 195 EXISTING MANHOLE 196 SEE CIVIL SHEET C7 FOR CONTROLLING GRADE

ELEVATIONS & SLOPE PERCENTAGES 201 CONTROL JOINT 202 EXPANSION JOINT 303 FIRE DEPARTMENT CONNECTION SEE DETAIL 14/A051 304 LANDING TO BE 60″ MIN WITH MAX 2% SLOPE

1

1

3

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

2 3 4

A1

1 2 3 4

A1

1

A042

1

A042

4

5 A042

6 A042

7 A042

8 A042

5/8″ / 12″

5′ – 0″ 12′ – 0″ 8′ – 0″

2′ – 0″

6′ – 0″ 4′ – 0″ 6′ – 0″27′ – 10″ 6′ – 0″

2′ – 0″

5′ – 2″

9′ –

4″ 5′

– 5″

14 ‘ –

9 ”

106137

163

5/8″ / 12″

5/8″ / 12″

TYP.176

S1

5′ –

1″

5′ – 1″

32′ – 10″ 19′ – 0″

175°

202 201

300300

T YP

. 1′

– 0″ 4

TY P.8″

4

5 6 7

A1

A042

2

1/2″ / 12″ 7/8″ / 12″ 1″ / 12″

4′ – 0″

2′ – 0″

10′ – 0″25′ – 2″

13′ – 10″

12′ – 0″17′ – 11″

2′ – 0″2′ – 0″

8′ – 0″

2′ – 1″

10′ – 0″17′ – 7″ 1′ – 3″

5′ – 0″30′ – 0″5′ – 0″30′ – 0″5′ – 0″

9′ –

4″

11 A042

176

3′ –

5″

2′ –

0″

23′ – 0″

175°

5′ – 5″

TYP.202 TYP.201

VESTIBULE

114

5’ – 0″

304

3

304 304

304

13 ‘ –

4 ”

20 ‘ –

1 ”

6′ –

4″

A051

1

4′ – 3″ 8′ – 6″ 4′ – 1″

2

171

7

1

1

1

1

4

170

33

A051 5

3 A051

2 A051

M IN

.

5′ –

0″

M IN

.

4′ –

7″

A051 4 A051

4

TRANSFORMER YARD

GENERATOR YARD

3′ – 6″ 1′ – 9″

6″

11 A051

VESTIBULE

1001A

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 7:

18 :4

6 PM

A041

ENLARGED SITE PLANS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ WEST RAMP – NORTH SECTION1

1/8″ = 1′-0″ WEST RAMP -SOUTH SECTION2

KEYNOTE LEGEND 1 EXISTING STRUCTURE TO REMAIN 2 REMOVE EXISTING ENCLOSURE GATE 3 REMOVE EXISTING SPLIT FACE C.M.U. WALL 4 EXISTING ENCLOSURE GATE TO REMAIN 7 EXISTING TRANSFORMER TO REMAIN 106 SITE PAVING 137 CONCRETE RETAINING WALL WITH BOARD FORM FINISH 163 12″ THICK CONCRETE RETAINING WALL AND GUARDRAIL WITH BOARD FORM

FINISH 170 NEW CMU WALL 171 NEW GENERATOR [SEE ELECTRICAL SITE PLAN E-101] 176 PLANTER DRAIN LOCATIONS 201 CONTROL JOINT 202 EXPANSION JOINT 300 WALKING SURFACE, SLOPE 1:20 OR LESS. CROSS SLOPE NOT STEEPER THAN 1:48

(PER 2010 ADA 403.3) 304 LANDING TO BE 60″ MIN WITH MAX 2% SLOPE

1/4″ = 1′-0″ TRANSFORMER AND GENERATOR YARD3

1/4″ = 1’-0″ NORTH PLAZA SKATEBOARD RACKS4

1

1

1

1

1

3

3

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14

 

 

5

2′ – 0″ 2′ – 0″ 8′ – 0″ 2′ – 0″ 9′ – 11″ 3′ – 2″ 20′ – 6″

2′ – 0″ 4′ – 0″ 2′ – 0″ 10′ – 0″ 25′ – 2″ 12′ – 0″ 17′ – 11″

R IS

E

2′ –

6″

29′ – 10″ RUN 5′ – 0″ 30′ – 0″ RUN 5′ – 0″ 30′ – 8″ RUN

36 ”

R IS

E 27

1 /2

R IS

E 1′

– 3″

36 ”

36 ”

36 ” 304

3304 3304 3

MIN. 11″

304

3

4

FIRST FLOOR 0″

5 6 7

A230 6

A050 9

8′ – 0″ 2′ – 0″ 6′ – 0″ 17′ – 7″ 10′ – 0″ 2′ – 0″ 8′ – 0″ 2′ – 0″ 2′ – 0″

17′ – 11″ 12′ – 0″ 23′ – 0″ 2′ – 2″ 10′ – 0″ 2′ – 0″ 4′ – 0″

201 A052

5

4′ – 0″ 3′ – 0″ 5′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″

5′ – 0″

FIRST FLOOR 0″

2 3 4

5 A042

6 A042 7

A042 8

A042

A230 6

5′ – 0″ 12′ – 0″ 27′ – 10″ 8′ – 0″ 2′ – 0″ 6′ – 0″ 4′ – 0″ 6′ – 0″ 6′ – 0″ 2′ – 0″ 10′ – 10″ 8′ – 0″ 2′ – 0″

TY P.

4′ –

2″

199

A050 9

TYP.201

6′ –

3″ 9′ –

9″

12′ – 0″

229

TYP.

4′ – 0″ 3′ – 0″ 3′ – 0″ 4′ – 0″

4′ – 0″ 4′ – 0″

FIRST FLOOR 0″

234 1

6 A042

7 A042

8 A042

3′ –

6″

8″

6′ – 0″ 2′ – 0″ 8′ – 0″ 10′ – 10″ 2′ – 0″ 6′ – 0″ 6′ – 0″ 4′ – 0″ 6′ – 0″ 2′ – 0″ 8′ – 0″ 27′ – 10″ 12′ – 0″ 5′ – 0″

300 33

MAX 1:20 SLOPE

36 ”

FIRST FLOOR 0″

A1

182

A050 13

6″

177 A050

5

137

S1 A241

142

A050 97

‘-0 ” M

AX

VA R

IE S

1″

VARIES

9′ – 4″

A050 8

A451 12

A050 8

FIRST FLOOR 0″

S1 A241

A044 7

A050 5

1′ – 0″

7′ -0

” M AX

VA R

IE S

1″

VARIES

176 A050 13

A050 9

S302 117

4′ –

5″

106

137

177

178

142

182

W1 W3

A050 8

A451 12

4

FIRST FLOOR 0″

A1

142

A050 5177

11′ – 6″

VA R

IE S

W1

S1

A451 12

A050 8

FIRST FLOOR 0″

A1

S302 117

A044 7

PLANTER

A050 5

106

142

4′ –

2″

NORTH SECTION SEE WEST RAMP

177

178

SEE DETAIL 118/S302 FOR FOUNDATION TYPE

A050 12

4

A050 8

A050 8

FIRST FLOOR 0″

6″ 1′ –

0″

8″

VARIES

A044 7

A044 7 S302

117

A050 5142

1′ – 0″

176

A050 13

A050 9

106

137

177

178

182

S1

W3W1

A451 12

FIRST FLOOR 0″

5′ – 0″

RUN

20′ – 0″

LANDING

5′ – 0″

RUN

20′ – 0″

9 A044

4′ – 0″ TYP. 8′ – 0″

R IS

E

1′ –

6″

5′ – 0″

R IS

E

1′ –

6″

304

304

304

11″ MIN.

36 ” T

YP .

11″ MIN.

36 ” T

YP .

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 5:

56 :2

8 PM

A042

STAIR AND RAMP DETAILS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ NORTH WEST RAMP – PEDESTRIAN ELEVATION3

1/8″ = 1′-0″ SOUTH WEST RAMP – TRANSIT SIDE ELEVATION2

1/8″ = 1′-0″ NORTH WEST RAMP – TRANSIT SIDE ELEVATION1

1/8″ = 1′-0″ SOUTH WEST RAMP – PEDESTRIAN ELEVATION4

1/4″ = 1′-0″ WEST RAMP-CURB SECTION5

1/4″ = 1′-0″ WEST RAMP- CONCRETE GUARDRAIL SECTION6

1/4″ = 1′-0″ WEST RAMP-STEEL GUARDRAIL SECTION7

1/4″ = 1′-0″ WEST RAMP – FINISHED FLOOR SECTION8

1

1/4″ = 1′-0″ PLANTER SECTION AT WEST RAMP11

NEW SHEET

1/4″ = 1’-0″ SOUTH PLAZA ADA RAMP9

KEYNOTE LEGEND 106 SITE PAVING 137 CONCRETE RETAINING WALL WITH BOARD FORM FINISH 142 ADA ACCESSIBLE RAMP AT AUDITORIUM SEE DETAIL 6/A857 176 PLANTER DRAIN LOCATIONS 177 6″X6″ CONC. CURB BEYOND SEE LANDSCAPE PLAN FOR DETAILS 178 3″ DECORATIVE ROCK OVER WEED FABRIC 182 VAPOR BARRIER PER SLAB ON GRADE DETAIL 199 RAMP BEYOND 201 CONTROL JOINT 229 ALIGN DRAIN WITH SNAP TIE LAYOUT 300 WALKING SURFACE, SLOPE 1:20 OR LESS. CROSS SLOPE NOT STEEPER THAN 1:48 (PER 2010

ADA 403.3) 304 LANDING TO BE 60″ MIN WITH MAX 2% SLOPE

3

3

4

4

4

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14

 

 

FIRST FLOOR 0″

D1C1

SIM.

R IS

E

2′ –

2″

RUN

26′ – 0″

RUN (VARIES)

5′-0″ MIN.

304

3

35 1

/2 ”

3

LANDING 304

134 11″ MIN.A043

5

4

FIRST FLOOR 0″

5′ – 0″ 26′ – 0″ RUN 5′ – 0″

3

3

304 3043

6″

36 ”

3

R IS

E

2′ –

2″

11″ MIN.

FIRST FLOOR 0″

36 ”

11″ MIN.

5′ – 0″8′ – 0″ TYP.

304

R IS

E

2′ –

2″

VARIES

60″ MIN.

RUN

26′ – 0″

36 ”

301

304

135

FIRST FLOOR 0″

VARIES 60″ MIN.

36 ”

304

26′ – 0″ RUN5′ – 0″

R IS

E

2′ –

2″

301

8′ – 0″ TYP.

304 36 ”

11″ MIN.

8″

WALL BELOW1 1/2″

1-1/2″ PAINTED PIPE HANDRAIL

11 ”

M IN

.

TOP OF RAMP

LANDING

DECORATIVE HANDRAIL

RETURN HARDRAIL TO DECORATIVE RAIL CORNER POST

2″ 1′

– 2″ THICKENEDTOP OF WALL

CONCRETE BENCH SEE DETAIL 6/A051

1-1/2″ DIA TOP RAIL – PAINTED

1/4″ DIA THREADED STUD WELDED TO BOTTOM OF BAR, NUT & WASHER

AMETCO “LATTICE” 2-7/16″ DESIGN INFILL – PAINTED

AMETCO BOTTOM RAIL (TOP SIMILAR) BOLT TO SUPPORT

7/16″ x 1″

�3/16″

1″ x 3/16″

31/32″ x 1/8″

2 7/16″

2 19/32″

1″ DIA. TUBE STEEL VERTICAL, PAINTED

8″

2″ 2′

– 3″

2″ 1

1/ 2″

2″ A050 8

BEYOND 1′ – 0″ WALL

A050 8

SEE ELEVATION FOR DECORATIVE FINISH

1″

8″

2″ 8″

2 1/2″ MAX.

RAMP BEYOND

3′ –

6″

3′ –

6″

5″ 3″ 2″ 8″ 2″

2″ 2′

– 2″

2″

1 1/2″ 1 1/2″ DIA. TUBE STEEL HANDRAIL BEYOND, PAINTED

A052 1

A052 7

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 7:

38 :0

5 PM

A043

STAIR AND RAMP DETAILS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/4″ = 1′-0″ NORTH RAMP RAILING-TOP RUN – BOOKSTORE SIDE1

1/4″ = 1′-0″ NORTH RAMP RAILING – BOTTOM RUN – BOOKSTORE SIDE2

1 NEW SHEET

KEYNOTE LEGEND 134 CAST IN PLACE CONCRETE BENCH, SEE SHEET A051. 135 PAINTED STEEL PIPE HANDRAIL 301 WALL BEYOND 304 LANDING TO BE 60″ MIN WITH MAX 2% SLOPE

3

1/4″ = 1′-0″ NORTH RAMP RAILING – TOP RUN – NEW BUILDING SIDE3

1/4″ = 1′-0″ NORTH RAMP RAILING-BOTTOM RUN-NEW BUILDING SIDE4

4

4

1″ = 1′-0″ HANDRAIL AT PLAZA BENCH5

4

1″ = 1′-0″ WEST RAMP GUARDRAIL ELEVATION, TYP. RHYTHM6

4

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14

 

 

A S E6 E

11″ TYPICAL TREAD WIDTH

SE E

ST AI

R S

EC TI

O N

R IS

ER H

EI G

H T

CONCRETE STAIR – REFER TO STRUCTURAL DRAWINGS FOR REINFORCINGS AND DETAILS

MEDIUM BROOM FINISHED SURFACE

A044 6

30º MAX

3″

1/ 4″

CONCRETE STEPS

CONTRASTING COLOR EXTRUDED ALUMINUM STRIP WITH ABRASIVE “RIBS” WITH EXTRUDED ANCHORING SET IN CONCRETE. FULL WIDTH OF STAIR, TYP.

1/2″ MAX

FIRST FLOOR 0″

SE E

C IV

IL 2′

– 6″

A044 5

184

183177

WALL BEYOND

A044 4 SIM.

304

304

3

3

A044 11

A044 9

6

6

3′ –

0″

EQ EQ

6 11

/1 6″

11″

6

LANDING 5′ – 0″

FIRST FLOOR 0″

177

184

MIN. LANDING

5′ – 1″ TREAD 0′ – 11″

A044 5

6 3/

16 ”

PLANTER WALL BEYOND. SEE SHEET A045 FOR CONTROLL JOINT LAYOUT

3

304

3

MIN. LANDING

5′ – 0″

3

5′ –

3″

10 1/4″

A044 11 SIM.

6″

A044 9 SIM.

6

6

5′ –

2″ 2″

FIRST FLOOR 0″

12″ 3″

1″

A044 6

5 A044

CONCRETE SLAB. SEE CIVIL DRAWINGS

1/2″ PREMOULDED EXPANSION JOINT FILLER

4″ MIN. AGGREGATE BASE COURSE

4″ MIN. AGGREGATE BASE COURSE

STRUCTURAL

SEE

1 1/2″

1 1/4″ STANDARD STEEL PIPE HANDRAIL (1.5 DIA O.D.) FULLY WELD ALL JOINTS WELD OR FASTEN PER HANDRAIL MFR. HANDRAIL WALL BRACKET W/ CONCEALED FASTENERS PER MANUFACTURER CMU WALL

MAX. 36″ A.F.F

9 A042

6″

6″

CIVIL

REFER TO6″

CONCRETE CURB

FIRST FLOOR 0″

BENCH BEYOND CONCRETE WALL

6 3/

16 ”

A044 11 SIM.

6

2″ SE

E C

IV IL

304

6

A044 12 SIM.

6

LANDING 5′ – 0″

3′ –

8″

3′ –

8″

304

LANDING 5′ – 0″

183

183

MIN. 11″

PLANTER WALL LINE BEYOND

PAINTED STEEL HANDRAIL W/ 3″ RAD. BENDS

CORE DRILLED AND INSERT POST IN EPOXY-FILLED HOLE.

M AX

. 36

6″

FIRST FLOOR 0″

EQ EQ

PAINTED STEEL HANDRAIL

CONCRETE CURB

3′ –

0″

1′ – 3″ 1′ – 0″

PLAZA LEVEL PER CIVIL DRAWINGS

1 1/2″

6″

2″

4″

4″

CONCRETE COUNTER CONTINUOUS STEEL HANDRAIL TERMINATED AT FACE OF CONCRETE COUNTER CONCRETE WALL 3″ RAD. TYP.

4″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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A044

STAIR AND RAMP DETAILS

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100% CD PHASE 2

3″ = 1′-0″ CONCRETE STAIR DETAIL5

6″ = 1′-0″ NOSING DETAIL6

1

1/4″ = 1′-0″ SOUTH PLAZA STAIR FREE STANDING RAILING2

NEW SHEET

1/4″ = 1′-0″ NORTH PLAZA STAIR RAIL3

KEYNOTE LEGEND 177 6″X6″ CONC. CURB BEYOND SEE LANDSCAPE PLAN FOR DETAILS 183 REFER TO LANDSCAPE DRAWINGS FOR HARDSCAPE PAVING 184 CONCRETE STAIR – REFER TO STRUCTURAL DRAWINGS FOR REINFORCINGS AND

DETAILS 304 LANDING TO BE 60″ MIN WITH MAX 2% SLOPE

1 1/2″ = 1′-0″ CAST IN PLACE CONCRETE STAIR TOP4

3″ = 1′-0″ HANDRAL CONNECTION TO CMU WALL7

3/8″ = 1′-0″ SOUTH PLAZA ADA RAMP CURB SECTION10

3

3

3

3

TYP. BOTH SIDES

1/4″ = 1′-0″ NORTH PLAZA STAIR GUARDRAIL SIDE1

1/2″ = 1′-0″ LOWER HANDRAIL DETAIL11

6

1/2″ = 1′-0″ UPPER HANDRAIL/STAIR DETAIL9

6

1″ = 1′-0″ PLAZA STAIR TOP RAIL DETAIL8

6

1″ = 1′-0″ HANDRAIL CONNECTION AT COUNTER12

6

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 6 ASI #3 01/20/15

 

 

9

D1

3′ –

3″

CAISSON BELLOW

PIT TO BE MIN 12″ AWAY FROM CAISSON

LINE OF RAISED FOUNDATION WALL

SEE STRUCTURAL DETAIL FOR INTERIOR WALLS

8″

2 A045 MIN.

1′ – 3″

FACE OF FOUNDATION WALL

M IN

. 1′

– 3″

0″

4″ 2″ RIGID FOAM INSULATION

STEAM TUNNEL BELOW

HEAT EXCHANGE ROOM

1009

FLOOR DRAIN AND PIPING SEE MECHANICAL M302

3′ – 2″ 1.5″ X 1.5″ ANGLE ANCHORED TO WALL EACH SIDE.

FIRST FLOOR 0″

9

4″

3′ – 2″ 8″

1′ –

6″

1″ 3′ – 0″ 1″

OPEN TO STEAM TUNNEL

5′ –

0″

1″ CHAMFERED EDGE TYP. BOTH SIDES

BUILDING SLAB WITH TURNDOWN AT 8″ WALL PER STRUCTURAL DETAIL

2″ FOAM INSULATION PER FOUNDATION PLAN A/101 WATER PROOF ALL TUNNEL WALLS AND FLOOR 8″ CONCRETE WALL PER STRUCTURAL 8″ CONCRETE PIT FLOOR PER STRUCTURAL

FOUNDATION WALL PER STRUCTURAL ADJACENT CAISSON PER STRUCTURAL

CAISSON EDGE TO PIT 12″ MIN FROM

THICKENED FOUNDATION WALL

HEAT EXCHANGE ROOMSOUTH PLAZA

1′ –

0″

1/4″ GAUGE PERFORATED METAL PIT COVER CONFIGURED AS REQUIRED TO ACCOMMODATE UTILITY PIPING, SEE MECH. 1.5″ X 1.5″ ANGLE ANCHORED TO WALL EACH SIDE.

9

A1

BASE PLATE

CAISSON ABOVE SIDEWALK

4 A045

8″ PLANTER WALL

VERT. CONTROL JOINT

CAISSON BELOW SIDEWALK

FACE OF CAISSON TO MATCH PLANE OF PLANTER WALL

PUNCTURE RESISTANT WATER PROOFING MIN 12″ EA. SIDE OF JOINT

2″ MIN.

2′ – 0″

4′ – 0″

-1″

-1′ – 4″

-1′ – 4″

POUR LINE AT TOP OF CAISSON; RECESS PLATE

98°

1″ CHAMFERED EDGE AT TOP OF WALL TYP.

-1″

FIRST FLOOR 0″

2′ – 4″

CONCRETE PEDESTAL FLUSH WITH BLOCK VENEER

2′ – 8″

GRADE BEAM

28″X28″ STEEL BASE PLATE

STEEL COL.

CAISSON ABOVE GRADE ALIGNED TO BE FLUSH WITH FACE OF PLANTER RETAINING WALL PER STRUCTURAL SKETCH

CAISSON STEP TO OCCUR BELOW SIDEWALK

PLANTER

TOP OF CAISSON / WALL CONTINUOUS POUR; HORIZ. COLD JOINT NOT PERMITTED

COL. COVER PER 1/A452

5″ VARIES

FACE OF CAISSON BEYOND

CONSTRUCTION JOINT AT CAISSON BELLOW GRADE

1″ 1′

– 3″

5′ –

0″

M AX

.

SIDEWALK

DRY PACK AS REQUIRED AT BASE OF BRICK VENEER

1/2″ EXPANSION JOINT AT COL/SIDEWALK

EQUAL

EDGE OF WALL

4′ – 0″ 4′ – 0″ 4′ – 0″

EDGE OF WALL UNDER STAIR

EDGE OF WALL VERIFY LAYOUT WITH PANEL ELEVATIONS

5′ – 11″ 6′ – 0″ 6′ – 4″

STAIR LINE ABOVE

2′ – 0″ 4′ – 0″ 4′ – 0″

2′ – 6″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 2′ – 0″

WALL ANGLE WALL EDGE

7 8

2′ – 7″ 2′ – 6″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 2′ – 6″

WALL ANGLE

WALL CORNER

2′ – 7″4′ – 0″4′ – 0″4′ – 0″4′ – 0″4′ – 0″4′ – 0″4′ – 0″5′ – 0 5/8″

6

1

3′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 3′ – 3 3/4″

WALL ANGLE

WALL CORNER

3′ – 3″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 0″ 4′ – 10 1/8″

RAMP FOUNDATION STEP SEE 4A/A451

2

3

3′ – 0″4′ – 0″4′ – 0″4′ – 0″4′ – 0″

6

6″

FIRST FLOOR 0″

3′ –

8″

4′ – 0″ 4′ – 0″ 2′ – 9″

3′ –

8″

8″

4′ – 0″4′ – 0″1′ – 11″4′ – 0″2′ – 0″

INSIDE WALL CORNER

FIRST FLOOR 0″

B1D1 C1

4′ – 0″4′ – 0″4′ – 0″4′ – 0″4′ – 0″4′ – 0″4′ – 0″4′ – 0″

WALL CORNER

WALL CORNER

29″

WALL CORNER

2′ – 6″4′ – 0″4′ – 0″4′ – 0″4′ – 0″

8″

MIN. 4 1/2″

FIRST FLOOR 0″

WALL CORNER

4′ – 0″4′ – 7″4′ – 0″4′ – 0″4′ – 0″4′ – 0″

A043 7 SIM.

FIRST FLOOR 0″

2′ – 0″4′ – 0″4′ – 0″

2′ – 10″ 3′ – 1″

ANGLE STAIR SOFFIT ABOVE VERIFY PANEL LAYOUT

WALL EDGE

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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A045

CONTROLL JOINT LOCATIONS IN PLANTER WALL ELEVATIONS

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100% CD PHASE 2

NEW SHEET 6

1/4″ = 1′-0″ FIRST FLOOR STEAM RECEIVER PIT1

1/2″ = 1′-0″ STEAM RECEIVER PIT SECTION2

1/2″ = 1′-0″ COL. A1/9 PLAN VIEW3 3/4″ = 1′-0″

COL A1/9 SECTION4

5

55

1/8″ = 1′-0″ EAST PLANTER WALL CONT. AT STAIR5

01/20/2015

1/4″ = 1′-0″ SOUTH PLAZA STAIR N. AND S. WALL8

1/8″ = 1′-0″ EAST RETAINING WALL CONT.9

1/8″ = 1′-0″ EAST RETAINING WALL ELEVATION12

1/4″ = 1′-0″ N. PLAZA STAIR WALL15

1/8″ = 1′-0″ NORTH PLAZA CONTROL JOINTS18 PLANTER WALL LINE

5

EAST ELEVATION CONTINUED

1/8″ = 1′-0″ NORTH PLAZA LOWER RAMP CONTROL20

No. Description Date

5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

LIGHT BROOM FINISH TYP.

CONCRETE SLAB. SEE CIVIL DRAWINGS

TOOLED RADIUS 1/2″ DIAMETER SEALANT AND BACKER ROD OVER 1/2″ PREMOULDED EXPANSION JOINT FILLER

8″

1/2″

4″ MIN. AGGREGATE BASE COURSE

C IV

IL SE

E

SEE CIVIL DRAWINGS.

CONCRETE SLAB. SEE CIVIL DRAWINGS

AGGREGATE BASE COURSE 4″ MIN.

TOOLED RADIUS 1/2″ DIAMETER SEALANT AND BACKER ROD OVER 1/2″ PREMOULDED EXPANSION JOINT FILLER

15′-0″ O.C. U.N.O. 15′-0″ O.C. U.N.O.

1/2″SEE CIVIL DWGS FOR SURFACE FINISHES

LIGHT BROOM FINISH TYP.

CONCRETE SLAB. SEE CIVIL DRAWINGS

TOOLED RADIUS 1/2″ DIA

GRADE

8″

C IV

IL SE

E

4″ MIN. AGGREGATE BASE COURSE

2″

CONCRETE SLAB. SEE CIVIL

DRAWINGS

AGGREGATE BASE COURSE 4″ MIN.

TOOLED RADIUS 1/2″ DIAMETER

CONTROL CRACK DEPTH TO EXTEND MIN. 1/3 THICKNESS OF SLAB

5′-0″ O.C. U.N.O. 5′-0″ O.C. U.N.O.

SEE CIVIL DWGS FOR SURFACE FINISHES

1/2″

NEW CONCRETE SLAB PER CIVIL

TOOL SEALANT WITH BACKER ROD OVER 1/2″ PREMOLDED EXPANSION JOINT FILLER.

EXISTING SIDEWALK ON GRADE.

SE E

C IV

IL

1/4″ GROOVES @ 1″ O.C. FULL FACE OF RAMP AND SIDE FLAIRS

MATCH GUTTERLINE FLOW

1/4″ R.

1″ O.C.

NOTE: SLOPES ADJOINING RAMPE SHALL NOT EXCEED 1:20

NOTE: SEE STRUCTURAL DRAWINGS FOR ALL REINFORCING – NOT SHOWN FOR CLARITY

SLOPE TO DRAIN (WHERE APPLICABLE)

CONC. SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

MINIMUM 4″ ABC

PREPARED SUBGRAGE

VAPOR BARRIER 15 MIL

FIRST FLOOR 0″

1″

WALL PER STRUCTURAL

2″ WOOD CHIP FILL TOP LAYER – REFER TO LANDSCAPE DRAWINGS FOR DETAILS

CONTINUOUS WATERPROOF MEMBRANE

BACKFILL – REFER TO CIVIL OR STRUCTURAL FOR INFORMATION

MIN. 2″ (R-10) RIGID INSULATION BOARD

A451 12

EXTEND VAPOR BARRIER MEMBRANE TO BOTTOM OF STEM OR TURN DOWN WALL

FIBER STRIP – THERMAL BREAK

REFER TO STRUCTURAL DRAWINGS FOR FOOTINGS, TURN DOWNS OR STEM WALL

AB O

VE L

O W

ES T

G R

AD E

6″ PLANTER

SEE STRUCTURAL FOR WALL TYPE

3/4″ DRAIN

1″ 3/ 4″

SLEVE THROUGH WALL, WEEP HOLES PER ELEVATIONS

RAMP SIDE ROAD SIDE

CONT. FREE DRAINING ROCK POCKET

WALL PER SHT. S201

LINER SLOPED TO DRAIN PIPE

3/4″ DRAIN PIPE

SLEEVE AT CMU WALL FOR 3/4″ DRAIN PIPE

BUILDING FOOTING

PLANTER

FIRST FLOOR 0″

6″

WATERPROOFING SYSTEM ON WALL AND FOOTING, DOWN TO BASE OF FOOTING.

PLAZA RETAINING WALL REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING

EXPANSION JOINT

CONCRTETE SLAB PER STRUCTURAL

REFER TO CIVIL DRAWINGS FOR FINISH GRADE

1″ 1″6″

FIRST FLOOR 0″

PAVERS

COMPACTED BASE PER STRUCTURAL

BACKFILL – REFER TO CIVIL OR STRUCTURAL FOR INFORMATION

MIN R-10 INSULATION

PLAZAINTERIOR

FOOTING OR SLAB TURN DOWNS – REFER TO STRUCTURAL FOR DETAILS

A451 7

EXTEND VAPOR BARRIER MEMBRANE TO BOTTOM OF STEM OR TURN DOWN WALL

1″

1″ 1′ – 0″ 1″

1′ – 1″

CONCRETE WALL SEE STRUCTURAL

VARIES

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

4: 56

A M

A050

SITE DETAILS

MRDDWL

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F la

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8 60

11

100% CD PHASE 2

3/4″ = 1′-0″ SIDEWALK TO ASPHALT PAVING3

1 1/2″ = 1′-0″ SIDEWALK EXPANSION JOINT7

3/4″ = 1′-0″ SIDEWALK EDGE DETAIL4

1 1/2″ = 1′-0″ SIDEWALK CONTROL JOINT6

1 1/2″ = 1′-0″ EXISTING WALK AT NEW SIDEWALK2

1/2″ = 1′-0″ CURB SECTION5

1

1 1/2″ = 1′-0″ SLAB ON GRADE1

1

1

1 1/2″ = 1′-0″ INSULATED FOUNDATION AT PLANTER11

3″ = 1′-0″ PLANTER DRAIN DAYLIGHT DETAIL9

1 1/2″ = 1′-0″ PLANTER DRAIN THROUGH WALL DETAIL13 1 1/2″ = 1′-0″

PLAZA RETAINING WALL10

1 1/2″ = 1′-0″ SOUTH PLAZA FOOTING12

1

1

1

1 1/2″ = 1′-0″ TOP OF WALL8

1

No. Description Date

1 Review Comments 08/06/14

 

 

EXISTING

NEW

SOLID GROUTED C.M.U. WALL

EPOXY 1/2″ ALLTHREAD AT 4′ O.C. VERTICALLY

1′ –

0″ 1′

– 0″

REINFORCE NEW WALL PER STRUCTURAL

PAINT TO MATCH EXISTING

3 A051

TOP OF WALL BEYOND

8′ – 8″

SLAB PER STURCTURAL

EXISTING ENCLOSURE GATE TO BE RELOCATED TO NEW PSOITION

6″ 7′

– 0″

8″

8′ -0

” M AX

EXISTING RELOCATED GATE

NEW WALL PER SHEET S201

4 EQUALLY SPACED 3/4″ DIA. ANCHOR BOLT. 6″ MIN PENETRATION (TYP.)

EXISTING SURFACE MOUNTED HINGES

REINFORCE PER STRUCTURAL

EXTERIOR SIDE

INTERIOR SIDE

EXISTING 4X6-1/2″ CONT. METAL JAMB ANGLE ANCHOR BOLTED TO WALL (TYP.)

NEW CMU WALL PER STRUCTURAL

M AX

. H EI

G H

T

8′ –

2″ 2′

– 3″

3′ – 0″

FO R

D EP

TH SE

E ST

R U

C TU

R AL

1′ –

0″

PRECAST CONCRETE CAP TO MATCH EXISTING

RELOCATED EXISTING GATE

8″

10″

3″

8′ -0

” M AX

PRECAST CONCRETE CAP TO MACH EXISTING

NEW CMU WALL PER STRUCTURAL

NEW CONCRETE SLAB PER STRUCTURAL

1-1/4″ SCH. 40 STEEL BIKE LOOPS

FLATTEN ENDS

8″

CONCRETE FOOTING PER STUCTURAL DRAWINGS GRAVEL AT PLANTER

2″

2″ 1′

– 2″

2″

ø 3/ 4″

10 GA SHEET METAL END CAP

END CAP MUST FIT OVER 2″ SCH. 40 STEEL PIPE RAIL

1-1/4″ SCH. 40 STEEL PIPE BIKE LOOPS

2″ SCH. 40 STEEL PIPE RAIL

1′ –

6″

8 A051

41 – 61

1.6 – 2.4

41 -6

1

1. 6

– 2 .4

TOP DIAMETER OF 50%-60% OF BASE DIAMETER

BASE DIAMETER OF 0.9-1.4 (23- 36mm)

(A) ELEVATION (ENLARGED)

(B) PLAN

705 Detectable Warnings

705.1 General. Detectable warnings shall consist of a surface of truncated domes and shall comply with 705.

705.1.1 Dome Size. Truncated domes in a detectable warning surface shall have a base diameter of 0.9 inch (23 mm) minimum and 1.4 inches (36 mm) maximum, a top diameter of 50 percent of the base diameter minimum to 65 percent of the base diameter maximum, and a height of 0.2 inch (5.1 mm).

705.1.2 Dome Spacing. Truncated domes in a detectable warning surface shall have a center-to-center spacing of 1.6 inches (41 mm) minimum and 2.4 inches (61 mm) maximum, and a base-to-base spacing of 0.65 inch (17 mm) minimum, measured between the most adjacent domes on a square grid.

705.1.3 Contrast. Detectable warning surfaces shall contrast visually with adjacent walking surfaces either light-on-dark, or dark-on-light.

705.2 Platform Edges. Detectable warning surfaces at platform boarding edges shall be 24 inches (610 mm) wide and shall extend the full length of the public use areas of the platform.

FIRST FLOOR 0″

10″ 3″8″

TY P.3″

3′ –

1″

(4) 1/2″ EXPANSION BOLTS (2) EACH SIDE IN BASE PLATE

2″X2″ SQUARE STEEL TUBING

5/16″ STEEL RING

1-1/2″ STEEL TUBING

2 HR. WALL SEE SHEET A210

CONCRETE SLAB PER STRUCTURAL

A051 12

FIRST FLOOR 0″

3′ –

6″

1′ –

5 1/

2″

1′ – 6″8″

175°

6″

10 ”

3′ –

0″

CENTER HANDRAIL RETURN ON BENCH WHERE OCCURS

EQ EQ

1 3/8″ 3/8″

A611 3

A611 1

2″

2″

FIRST FLOOR 0″

1/2″X4″ EXPANSION BOLTS

3/8″ STEEL BASE PLATE

3/4″ PIPE SLEEVE

1/2″ DIA . THREADED ROD WELDED TO BASE PLATE

WATER PROOF LINER UNDER PLATE

WALK OFF MAT

13 A051

10″

1′ –

0″

3″ 7″

3″

6″ 6″

2″5″2″

7″2″

ø 1/2″ø 1/2″

F.D.C.

M AX

. 60

PLANTER WALL

F.D.C. FIXTURE. FINAL DESIGN AND SIZING PER DEFERRED FIRE SPRINKLER SUBMITTAL DESIGN

PATH OF TRAVEL (RAMP)

INLET CONNECTIONS. 4″ MAX PROTRUSION FROM FACE OF WALL INTO PATH OF TRAVEL

“F.D.C.” SIGN S-11 (A858)

MOUNTING HEIGHT PER NFPA 14 (4-3.6). CONFIRM WITH AHJ.

18 ” M

IN –

48 ” M

AX

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

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1 1/2″ = 1′-0″ NEW CMU CONNECTION TO EXISTING4

1/4″ = 1′-0″ RELOCATED YARD GATE1

3″ = 1′-0″ YARD GATE JAMB SECTION5

1/2″ = 1′-0″ YARD WALL SECTION AT GATE3

1/2″ = 1′-0″ TYP. YARD ENCLOSURE WALL2

1 1/2″ = 1′-0″ BIKE RACK ANCHOR SECTION8

3″ = 1′-0″ BIKE RACK ANCHOR DETAIL9

1″ = 1′-0″ TRUNCATED DOMES10

1 1/2″ = 1′-0″ SKATE BOARD RACK SECTION11

1/2″ = 1′-0″ PLAZA BENCH6

1 1/2″ = 1′-0″ PIPE RAIL RETURN AT BENCH7

3″ = 1′-0″ SKATEBOARD RACK BASE PLATE12

1 1/2″ = 1′-0″ SKATEBOARD RACK BASE PLATE13

NEW SHEET

1

3

1/2″ = 1′-0″ F.D.C. ELEVATION14

4

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14

 

 

3″

1″ 1″ 1″

1″ DIA. TUBE STEEL VERTICAL, PAINTED 1 1/2″ DIA. TUBE STEEL BOTTOM RAIL, PAINTED

2 1/

2″ 3″ X 3″ X 1/4″ STEEL PLATE PAINTED TO MATCH RAIL 6′ O.C. TYP.

1/ 2″

1″

1″ MIN.

1″

EQEQ

3/8″ SNAPTIE

3/4″ PLYWOOD SMOOTH FORM FINISH ON RAMP SIDE

1″1/ 2″

1/2″

CAST IN PLACE CONCRETE WALL

1X4 WITH CHAMFERED EDGES

3/4″ PLYWOOD

TIE HOLDER

REBAR CONNECTION AT COLD JOINT PER STRUCTURAL

8″

2X4 WITH 1/2″ CHAMFERED EDGES

3/8″ SNAPTIE

3/4″ PLYWOOD SMOOTH FORM FINISH ON RAMP SIDE

3/4″ PLYWOOD

7 1/

4″

1X4 WITH 1/2″ CHAMFERED EDGES

4′ – 0″ 1″

A052 2

1′ – 0″ 1′ – 0″

3 1/

2″

1″ 1

1/ 2″

1″ 1 1/2″ DIA. TUBE STEEL TOP RAIL, PAINTED

CONCRETE WALL 3″ X 3″ X 1/4″ STEEL PLATE PAINTED TO MATCH RAIL TOP AND BOTTOM

1″ DIA. TUBE STEEL VERTICAL, PAINTED

1′ –

4″ 1′

– 4″

1′ –

4″ 1′

– 4″

VA R

IE S

1′ – 0″

VARIES

VARIES

3/4″ PLYWOOD WALER

1″ X 1″ SNAPTIES TYP.

1″ X FRAMING

1′ – 0″

4″ 4″

8 A050

8 A050

8 A050

3 A052

6 A052

1/ 2″ 1″

TOOLED RADIUS 1/2″ DIAMETER

CONTROL CRACK DEPTH PER STRUCTURAL

SMOOTH FORM FINISH TYP. BOTH SIDES

CONCRETE WALL. SEE STRUCTURAL DRAWINGS

5′-0″ O.C. U.N.O. 5′-0″ O.C. U.N.O.

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

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3″ = 1′-0″ RAMP GUARDRAIL BASE CONNECTION1

3″ = 1′-0″ RAMP WALL COLD JOINT2

1 1/2″ = 1′-0″ TYPICAL RAMP WALL FORM LAYOUT3 3″ = 1′-0″

GUARDRAIL RAIL WALL CONNECTION7

1″ = 1′-0″ SNAPTIE LAYOUT DETAIL4

3/8″ = 1′-0″ TYP. RAMP WALL – TRANSIT SIDE ELEVATION5

3″ = 1′-0″ RAMP WALL CONTROLL JOINT6

NEW SHEET4

09/15/2014

NEW SHEET

No. Description Date

4 ASI #1 09/15/14

 

 

UP

2 3 4

5

A1 A1

B1 B1

D1

C1

1

ELEVATOR PIT

A1 01

A1 0 0

6 A042

137

137 137

137 137

179

180

179

179

181181

182182

181181

182182

S1

S1

W1

W 1

W1

W1

W1

W1

W1

W 1

W 1

W1

W1

W1W1

W1

W 1

W 1 W1

W1

W1W 2

W2

W 2

W3W3 W3 W3

W 3

W3

W 3

W 3

W 3

W 3

3 A044

10 A050

1 A043

FOUNDATION PLAN NOTES

1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION REGARDING CAISSONS, FOOTINGS, RETAINING WALLS, AND SLABS.

3. REFER TO CIVIL FOR ADDITIONAL INFORMATION REGARDING EXTENT OF UTILITY WORK.

4. REFER TO LANDSCAPING SHEETS FOR ADDITIONAL INFORMATION REGARDING HARDSCAPING AND LANDSCAPE.

5. REFER TO M.P.E. DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LOCATION OF CONDUITS, DUCT AND PIPING RUNS.

FOUNDATION LEGEND

WATERPROOFING SYSTEM

INSULATION

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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1/8″ = 1′-0″ FOUNDATION PLAN – NORTH

1 NEW SHEET

NORTH

KEYNOTE LEGEND 137 CONCRETE RETAINING WALL WITH BOARD FORM FINISH 179 DEPRESSED CONCRETE SLAB FOR WALK OFF MATS 180 DEPRESSED CONCRETE SLAB SEE STRUCTURAL FOR DETAILS 181 REFER TO STRUCTURAL DRAWINGS FOR CONCRETE SLAB FLOOR 182 VAPOR BARRIER PER SLAB ON GRADE DETAIL

No. Description Date

1 Review Comments 08/06/14

 

 

UP

5

6 7 8 9 10

A1

B1

D1 A1

01 A1

0 0

180

11 A042

181181

182182

179

183183

S1S1

W3

W3 W3 W3

W3

W1 W1 W1

W 1

W 1

W1

W 1

W1W1W1W1

W3

W3

W 3

W3

W 3

W3

2 A044

1 A044

9 A042

FOUNDATION PLAN NOTES

1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION REGARDING CAISSONS, FOOTINGS, RETAINING WALLS, AND SLABS.

3. REFER TO CIVIL FOR ADDITIONAL INFORMATION REGARDING EXTENT OF UTILITY WORK.

4. REFER TO LANDSCAPING SHEETS FOR ADDITIONAL INFORMATION REGARDING HARDSCAPING AND LANDSCAPE.

5. REFER TO M.P.E. DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LOCATION OF CONDUITS, DUCT AND PIPING RUNS.

FOUNDATION LEGEND

WATERPROOFING SYSTEM

INSULATION

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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1/8″ = 1′-0″ FOUNDATION PLAN – SOUTH

1 NEW SHEET

KEYNOTE LEGEND 179 DEPRESSED CONCRETE SLAB FOR WALK OFF MATS 180 DEPRESSED CONCRETE SLAB SEE STRUCTURAL FOR DETAILS 181 REFER TO STRUCTURAL DRAWINGS FOR CONCRETE SLAB FLOOR 182 VAPOR BARRIER PER SLAB ON GRADE DETAIL 183 REFER TO LANDSCAPE DRAWINGS FOR HARDSCAPE PAVING

NORTHNORTH

No. Description Date

1 Review Comments 08/06/14

 

 

UP

UP

DN

DN

UP DN

2 3 4 5 6 7 8 9 10

A1

B1

D1

C1 COUNSELOR

OFFICER

103A

COUNSELOR OFFICER

103B

COUNSELOR OFFICER

103C STUDENT WORKERS

103D

STAFF SUPPORT

103E

ASSISTANT DIRECTOR

103F

DIRECTOR

103G

TRAINING ROOM

106

INTERVIEW ROOM

115

INTERVIEW ROOM

113

ASST DIRECTOR

119E

DIRECTOR OFFICE

119F

CONFERENCE ROOM

105

ADMISSION OFFICERS

119A

ADMISSION OFFICERS

119B

ADMISSION OFFICERS

119C

ADMISSION OFFICERS

119D

AUDITORIUM

121

SES

1012

WAITING LOBBY

119

ADVISORS AREA

103

BREAK ROOM

110

STORAGE

112

ELEV EQUIP

1002 JANITOR

1003

MDF

1005

M RESTROOM

1006

W RESTROOM

1007

GENDER NEUTRAL RR

1008

SERVICE ROOM

120

ELECTRICAL

1010

STORAGE

122

HEAT EXCHANGE ROOM

1009

MAIN LOBBY

100AWAITING

102

NORTH STAIR

1001

ELEVATOR CORE

1004

RECEPTION

117

CORRIDOR

100B

CORRIDOR

100C

STORAGE

121A

STUDENT WORKERS

119G

COORD

111

COORD

109

COORD

107

RECEPTION

102A

VESTIBULE

101

VESTIBULE

1001A

SNOW MELT RM

102B

VESTIBULE

114

SOUTH PLAZA – COVERED

NORTH PLAZA

MAIN STAIR

1013

SOUTH STAIR

1011

114

VENDING

108

1

A2 12

A2 1 0

A2 1 3

A2 1 1

FIRST FLOOR PLAN NORTH FIRST FLOOR PLAN SOUTH

DIMENSION FIRST FLOOR PLAN NORTH DIMENSION FIRST FLOOR PLAN SOUTH

KITCHENETTE

110A

SNOW MELT RM

1013

CORRIDOR

100D KNOX BOX

KNOX BOX

FEFE

FE

KNOX BOX

FE

FE FE

FECAEDFEC

FEC

FEC

FEC

FEC

FEC

AED

FEC

FEC

FECFEC

FEC

2 3 4 5 6 7 8 9 10

A1

B1

D1

C1

CONFERENCE ROOM

216

STUDY

214 STUDY

210

STUDY

208

STUDY

206

STUDY

204

STUDY

202

TESTING LAB

238A

TUTORIAL ROOM

236A

FACULTY OFFICE

225

FACULTY OFFICE

227

DIRECTOR

212

GRAD ASST LOUNGE

244 FACULTY LOUNGE

242

MECHANICAL CHASE

2009

ELEC.

2010

MATH CENTER

238

NORTH STAIR

2001

TUTOR SPVR OFFICE

237

LAB MGR OFFICE

233

IT OFFICE

235

STORAGE

223

MECHANICAL CHASE

2002

JANITOR

2003

IDF

2005

M RESTROOM

2006

W RESTROOM

2007

CIRCULATION

200A

STUDY

228

CHECK-IN/ HELP DESK

236

ELEVATOR CORE

2004

CLASSROOM

201

CLASSROOM

211

CLASSROOM

221

SOUTH STAIR

2011

SPECIAL TESTING A

238B

VENDING

240

COURSE COORD

229

STOR

231

STUDY

230

STUDY

232

STUDY

234

CIRCULATION

200C CIRCULATION

200B

CLOSET

242A

CLOSET

201A

CLOSET

221A

CLOSET

211A

MAIN STAIR

2013

SPECIAL TESTING B

238C

CLOSET

201B

COPY

236C

1

A2 16

A2 1 4

A2 1 7

A2 1 5

SECOND FLOOR PLAN NORTH SECOND FLOOR PLAN SOUTH

DIMENSION SECOND FLOOR PLAN NORTH DIMENSION SECOND FLOOR PLAN SOUTH

FE

FEC

AED

FEC

FEC

FEC

FEC

FEC AED

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 28/

14

SHEET NUMBER:

REVISIONS

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3 3

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14

3

 

 

UP DN

DN

2 3 4 5 6 7 8 9 10

A1

B1

D1

C1

NORTH STAIR

3001

LOUNGE

316

CONFERENCE (LG)

302

CONFERENCE (SM)

334

OFFICE

309 OFFICE

307

OFFICE

305

OFFICE

303

OFFICE

312

OFFICE

310

OFFICE

308

OFFICE

306

OFFICE

304

SERVICE ROOM

328

OFFICE

326

OFFICE

324

OFFICE

322

OFFICE

320

OFFICE

313

OFFICE

315

OFFICE

317

OFFICE

321

OFFICE

323

OFFICE

325

OFFICE

327

OFFICE

329

CHAIR OFFICE

331

STAFF

333

ADMIN

333A

ADMIN

337A

STAFF

337

CHAIR OFFICE

339

OFFICE

341

OFFICE

343

OFFICE

345

OFFICE

347

OFFICE

349

OFFICE

351

OFFICE

353

OFFICE

355

OFFICE

359

OFFICE

361

OFFICE

363

OFFICE

365

OFFICE

367

OFFICE

369

OFFICE

371

SOUTH STAIR

3011

MECHANICAL CHASE

3002

JANITOR

3003

ELEVATOR CORE

3004

IDF

3005

MENS RESTROOM

3006

WOMENS RESTROOM

3007

SHOWER

3008

MECHANICAL CHASE

3009

ELECTRICAL

3010 OFFICE

390

OFFICE

388

OFFICE

386

OFFICE

384

OFFICE

382

OFFICE

380

OFFICE

378

OFFICE

376

OFFICE

374

OFFICE

370

OFFICE

368

OFFICE

366

OFFICE

364

OFFICE

362

OFFICE

360

OFFICE

383

OFFICE

381

OFFICE

379

OFFICE

377

OFFICE

375

OFFICE

373

OFFICE

399

OFFICE

398

OFFICE

397

OFFICE

396

OFFICE

395

OFFICE

393

OFFICE

391

OFFICE

389

OFFICE

387

OFFICE

385

OFFICE

356

OFFICE

354

OFFICE

352

OFFICE

350

OFFICE

348

OFFICE

346

OFFICE

344

OFFICE

342

OFFICE

340 SERVICE ROOM

338

LOBBY

301

CIRCULATION

300A

NOOK

358

CIRCULATION

300B

NOOK

319

CIRCULATION

300C

NOOK

357

NOOK

372

CIRCULATION

300D

KITCHENETTE

316A

1

A2 20

A2 1 8

A2 2 1

A2 1 9

THIRD FLOOR PLAN NORTH THIRD FLOOR PLAN SOUTH

DIMENSION THIRD FLOOR PLAN NORTH DIMENSION THIRD FLOOR PLAN SOUTH

F.E.C

FE

AEDFEC

FEC AED FEC FEC

FEC

A600 6

2 3 4 5 6 7 8 9 10

B1

D1

C1

NORTH STAIR

4001

MECHANICAL CHASE

4002

JANITOR

4003

ELEVATOR CORE

4004

IDF

4005

M RESTROOM

4006

W RESTROOM

4007

SHOWER

4008

MECHANICAL CHASE

4009

ELECTRICAL

4010

OFFICE

490

SOUTH STAIR

4011

CONFERENCE (MD)

402

OFFICE

404

OFFICE

403

OFFICE

406

OFFICE

405

OFFICE

408

OFFICE

407

OFFICE

410

OFFICE

409

OFFICE

412

OFFICE

414

LOUNGE

416

OFFICE

415

OFFICE

417

OFFICE

419

OFFICE

423

OFFICE

420

OFFICE

425

OFFICE

422

OFFICE

427

OFFICE

424

OFFICE

429

OFFICE

426

OFFICE

431

OFFICE

428

CHAIR OFFICE

433

SERVICE

430

STAFF

435

CONFERENCE (MD)

434

STAFF

437

CHAIR OFFICE

439

SERVICE

440

OFFICE

441

OFFICE

442

OFFICE

443

OFFICE

444

OFFICE

445

OFFICE

446

OFFICE

447

OFFICE

448

OFFICE

449

OFFICE

450

OFFICE

451

OFFICE

452

OFFICE

453

OFFICE

454

OFFICE

455

OFFICE

456

OFFICE

459

OFFICE

460

OFFICE

461

OFFICE

462

OFFICE

463

OFFICE

464

OFFICE

465

OFFICE

466

OFFICE

467

OFFICE

468

OFFICE

469

OFFICE

470

OFFICE

471

OFFICE

474

OFFICE

473

OFFICE

476

OFFICE

475

OFFICE

478

OFFICE

477

OFFICE

480

OFFICE

479

OFFICE

482

OFFICE

481

OFFICE

484

OFFICE

483

OFFICE

486

OFFICE

488

OFFICE

485

OFFICE

487

OFFICE

489

OFFICE

491

OFFICE

493

OFFICE

495

OFFICE

497

OFFICE

498

OFFICE

499

ADMIN

435A

ADMIN

437A

NOOK

472

NOOK

458

NOOK

457

CIRCULATION

400C

CIRCULATION

400B

NOOK

421

CIRCULATION

400A

KITCHENETTE

416A

1

LOBBY

401

CIRCULATION

400D A2

24 A2

2 2 A2

2 5 A2

2 3

FOURTH FLOOR PLAN NORTH FOURTH FLOOR PLAN SOUTH

DIMENSION FOURTH FLOOR PLAN NORTH DIMENSION FOURTH FLOOR PLAN SOUTH

FE

FEC AED

FEC FEC

FEC

AED

FEC

FEC

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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NORTH

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1

1

3

6

6

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 6 ASI #3 01/20/15

 

 

2 3 4 5 6 7 8 9 10

A1

B1

D1

C1 AIR HANDLER

UNITS

510

A601 5

1

A2 27

A2 2 6PENTHOUSE LEVEL NORTH PENTHOUSE LEVEL SOUTH

FEC FEC

2 3 4 5 6 7 8 9 10

A1

B1

D1

1 A2281

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 28/

14

SHEET NUMBER:

REVISIONS

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1/16″ = 1′-0″ OVERALL PENTHOUSE ROOF PLAN

NORTH

NORTH

1

1

3

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14

 

 

UP

2 3 4 5

A1

B1

D1

C1

3 A520

2 A520

2 A521

1 A520

3 A521

A B

C D

ADVISORS AREA

103

A B

C D

RECEPTION

102A

A B

C D

WAITING

102

A B

C D

VESTIBULE

101

A B

C D

SNOW MELT RM

102B

A B

C D

VESTIBULE

1001A

A B

C D

CORRIDOR

100B

A B

C D

COUNSELOR OFFICER

103A

A B

C D

COUNSELOR OFFICER

103B A B

C D

COUNSELOR OFFICER

103C A

B C

D

STUDENT WORKERS

103D

A B

C D

STAFF SUPPORT

103E

A B

C D

ASSISTANT DIRECTOR

103F

A B

C D

DIRECTOR

103G

A B

C D

CONFERENCE ROOM

105

A B

C D

TRAINING ROOM

106

A B

C D

INTERVIEW ROOM

115

A B

C D

INTERVIEW ROOM

113

A B

C D

COORD

111

A B

C D

COORD

109

A B

C D

COORD

107

A B

C D

CORRIDOR

100C

A B

C D

MAIN LOBBY

100A

A B

C D

ADMISSION OFFICERS

119A

A B

C D

RECEPTION

117

A B

C D

MDF

1005 A

B C

D

ELEVATOR CORE

1004

A B

C D

JANITOR

1003 A

B C

D

LACTATION ROOM

110B A

B C

D

STORAGE

112 A

B C

D

BREAK ROOM

110

A B

C D

NORTH STAIR

1001

112 1003

111

1001C

113

115

106

114D114A

103G

103F

105

103D

103E

119A

106A

117

100C

103A 103B 103C

109

107

100B

102B

A B

C D

VESTIBULE

114

A B

C D

CLOSET

106A

P2

P2

P2

P2

P2

P1

P1

P1

P1

P2

P2

P2

P2

P1

P1

P1

P2

P1

P2

P2

P2

P2

P2

P9

P9

P7

P7 P2

P2

F1

P4

E6

P2

P6

E6

E1

P7

2 A522

1 A502

2 A502

2 A502

1 A500

2 A500

2 A500

A651 2

A252 4

A252 3

3 A605

1

A250 1

A250 5

A250 6A251

8

P2 P2

P2

E6 E4 E6

F2 P2

E4E6 E5

P1 1

P2

F3

P1

P2

P2 P2

P2

P2

P2

P2

P2

P4

P1

P4

P4

101A

F1 F1

119

119

A851 1

A601 1

A651 1

A620 2

SF1 SF1 SF1

PL1

P2 A250

5 A250

5

A250 5

3 A500

3 A500

1 A503

1 A503

E5

AED

A2 12

A2 10

A2 1 2

A2 1 0

FEC

FEC

110 110B

P1

P1

196

196

138

137

139

153

153

152

137163

115

147

165

149

126

150

140

140

140

E4

1005

S1

FE

3 A044

10 A050

S1

200

M IN48 ”

MIN 30″

152

152

P8

P8

KNOX BOX

KNOX BOX

1 A043

E1

E1

F1

FEC

FEC

E6

E6

E1 E1

E1

E1

E1

S1

F4 F4

FEC

F4 F4

E1

FEC

SF1

SF 1

SF 1

SF 1

SF1SF1 SF1

SF1

SF1 SF1 S

F1

-0 2

-03

-0 4

-0 5

-05 -01

-06

-04 -03 -03

-01 -07 -08

-09

A452 1

A452 1

A453 1

A452 3

A250 5

A453 2

SF3 SF3 SF3

SF 3

SF 3

SF 3

-0 2

-0 2

-0 1

-01-01 -01

P7 SH

AF T

AB O

VE

P7 SHAFT ABOVE

3

3 A043

4 A043

4

A851 4

4

4

6 A051

6B A051

P2

114B

A755 10

6

A755 8

65 A755

6

7 A756

TYP.

A756 6 TYP.

A756 6 TYP. 5

A756

A756 2 TYP.

7 A756

TYP.

6

A756 2 TYP.

6

1 A756

TYP. 3 A756

TYP.

4 A756

TYP.

4 A756

TYP.

1 A044

5′ –

0″

A B

C D

ELEV EQUIP.

1002

A830 12

P6

P6

6

FE

1002

F4

P6

S1

6

1001A

1001B

10 1B

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

34 :4

5 PM

A210

FIRST FLOOR PLAN NORTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ FIRST FLOOR PLAN – NORTH KEYNOTE LEGEND

115 LINE OF OVERHANG ABOVE 119 CASEWORK 126 ADA ACCESSIBLE DUAL HEIGHT WATER FOUNTAIN WITH HYDRATION

STATION. SEE SHEET 650 FOR MOUNTING HEIGHT DETAILS 137 CONCRETE RETAINING WALL WITH BOARD FORM FINISH 138 4″ HIGH CONCRETE CURB 139 PLANTER 140 DRAINABLE RECESSED WALK OFF MAT 147 REMOVABLE FIBER CEMENT PANEL/SNOW MELT MANIFOLD ACCESS 149 KITCHENETTE CASEWORK, SEE DETAILS SHEET A830 150 CONFERENCE ROOM CASEWORK, SEE DETAILS SHEET A830 152 CAST IN PLACE CONCRETE ADA ACCESSIBLE RAMP, SEE SHEET A041. 153 BLOCK VENEER COLUMN SURROUND, SEE SHEET A452 FOR DETAILS 163 12″ THICK CONCRETE RETAINING WALL AND GUARDRAIL WITH BOARD

FORM FINISH 165 STOREFRONT SYSTEM, SEE STOREFRONT SHEDULE A704 196 SEE CIVIL SHEET C7 FOR CONTROLLING GRADE ELEVATIONS & SLOPE

PERCENTAGES 200 HANDICAPPED LOCKER

NORTH

1

1

1

1

1

1

3

6

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

D

P

D

P

D

P

D

P

D

P

D

P

D

P

D

P

D

P

D

P

D

P

D

P

2 3 4

5

A1

B1

D1

C1

1

40′ – 0″ 40′ – 0″ 40′ – 0″ 40′ – 0″

4′ – 6″ 8′ – 6″ 22′ – 0″

30 ‘ –

0 ”

30 ‘ –

0 ”

5′ –

0″

4′ – 0″ 18′ – 0″ 3′ – 0″

6′ – 6 1/2″ 10′ – 0″ 1

0′ – 0″ 12′ – 0″

11′ – 6″

6′ – 3″

6′ –

3 1/

2″

1′ –

8″

A2 13

A2 11

A2 1 3

A2 1 1

5′ – 8″

1′ –

2″

10′ – 8″

9′ – 11 1/2″

2′ –

7″

3’ – 4 1/2″

12 ‘ –

0 1

/2 ”

11 ‘ –

1 1

1/ 2″

10 ‘ –

5 1

/2 ”

17 ‘ –

2 1

/2 ”

7′ –

0 1/

2″

15′ – 1 1/2″30′ – 4 1/2″14′ – 6″

6′ – 1 1/2″

10′ – 0″9′ – 11″13′ – 6″

8 1/2″ 9 1/2″8 1/2″

7″ 3′

– 5

1/ 2″

9′ –

9 1/

2″

5′ –

6″

2′ –

9 1/

2″

20′ – 2 1/2″ 9′ – 8 1/2″ 18′ – 11″ 8′ – 1 1/2″

7′ – 0″

1′ – 1″

2′ – 10 1/2″

1′ –

5″

3′ –

0″ 3′

– 5″

4′ –

9″

26’ – 0″

21 ‘ –

3 ”

7′ –

0″

9’ –

0″ 10

‘ – 9

1 /2

” 10

‘ – 1

0″ 9′

– 0

1/ 2″

7′ – 10″

3’ –

7″ 25

‘ – 8

1 /2

3′ – 10″2′ – 3″

30′ – 2″

75°

5′ – 9″

FAC 1′ – 2 1/2″

7′ – 7 1/2″

3′ –

0″

6′ – 5″

8 1/

2″ 8

1/ 2″

8 1/

2″ 8

1/ 2″

1′ – 2″

1

16 5°

105°

3’ –

8″24 ‘ –

0 ”

4′ – 11″

7′ –

1 1/

2″

4’ –

9″ 16

‘ – 0

” 10

‘ – 0

” 5′

– 11

1 /2

105°

7′ –

5 1/

2″

6′ – 10 1/2″

8′ – 0″ 3′ – 8″

8′ –

1 1/

2″ 10

1′ – 1″

FOF 19′ – 8″.

3′ –

5″

FO F

7’ –

10 ”

10 ‘ –

3 ”

10 ‘ –

8 ”

5′ – 0″

1′ –

6″1′ –

1 1/

2″

5′ – 3″ 2′ – 2″

2′ – 10″

2′ –

10 ”

9′ –

0″

73’ – 9″

40 ‘ –

3 ”

2′ – 6″ 2′ – 0″

2′ –

0″

9′ – 4″

2′ – 0″ 4′ – 0″

6′ – 0″

3′ – 6″ 2’ – 0″

F. V.

12 ‘ –

7 ”

4

A851 4

C LR

.

5′ –

0″

4

4 4

3′ – 4″

4

4

CMU-2

CM U

-2 2′ – 0″

4

CMU-2

C M

U -3

C M

U -4

C M

U -3

C M

U -4

C M

U -3

C M

U -4

@ COLUMN CMU-4

@ COLUMN CMU-3

CMU-3 CMU-4 CMU-3 CMU-4 CMU-3 CMU-4 CMU-3 CMU-4 CMU-3 CMU-4 CMU-3

CMU-4

CMU-3

CMU-4

CMU-3 CMU-4

CMU-3

CMU-4 CMU- 3 CMU-4 CMU-3

CMU-4 CMU-3

CMU-4 CMU-3 CMU-4

C M

U -2

CMU-2

C M

U -2 CMU-3

CMU-4CMU-3

5

5

8’ – 2″

11 ‘ –

1 0″

8′ –

6 1/

2″ 3′

– 3

1/ 2″

19′ – 1 1/2″ 7′ – 10″ 8’ – 2″

11 ‘ –

1 1

/2 ”

10 ‘ –

7 ”

6′ – 11″ 6′ – 9 1/4″

10′ – 0″ 8’ – 0″

EQ 11

‘ – 4

” EQ

14′ – 7″

5′ – 0″

FAC 6

4′ – 9″

6

CLR 6′ – 9″

EQEQ

3′ –

0″

6

12′ – 4″

EQ

EQ

6

12″ M IN

.

6

DIMENSION PLAN NOTES

UNLESS NOTED OTHERWISE DIMENSION ARE TO:

CENTERLINE OF GRID @ COLUMNS FACE OF MASONRY @ CONCRETE MASONRY WALLS FACE OF SHEATHING @ EXTERIOR SIDE OF EXT. FACE FACE OF STUD @ INTERIOR SIDE OF EXT. WALLS CENTERLINE OF WALL @ INTERIOR STUD WALLS

EXCEPTIONS ARE NOTED AS FOLLOWS:

FOS = FACE OF STUD FOM = FACE OF MASONRY FOF = FACE OF FINISH FAC = FINISH AT CORNER

DOOR OPENINGS NOT LOCATED BY DIMENSIONS TO BE AS FOLLOWS:

STUD WALL CONSTRUCTION: (VERIFY W/ ARCHITECT)

CENTER DOORS — CENTER DOORS ON WALLS OFFSET DOOR — 4″ CLEAR BETWEEN EDGE OF DOOR (COORDINATE

w/ HARDWARE) AND FACE OF WALL

ALL MASONRY DIMENSIONS ARE NOMINAL.

COORDINATE DIMENSIONS INDICATED WITH AN ASTERISK (*) WITH ACTUAL METAL PANEL LAYOUTS, FOR PANEL WIDTH, TO BE NOMINAL FULL WIDTH.

TYPICAL FLOOR OUTLET. REFER TO ELECTRICAL AND SPECIAL SYSTEMS LAYOUTS FOR DEVICE TYPE.

6 AV D

P

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

34 :5

0 PM

A211

DIMENSION FIRST FLOOR PLAN NORTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1’-0″ FIRST FLOOR DIMENSION PLAN – NORTH

NORTH

14

FLOOR OUTLET LOCATIONS ADDED TO PLANS

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

UP

UP

DN

5 6 7 8 9 10

A1

B1

D1

1 A521

A B

C D

ADMISSION OFFICERS

119B A

B C

D

ADMISSION OFFICERS

119C A

B C

D

ADMISSION OFFICERS

119D A

B C

D

ASST DIRECTOR

119E

A B

C D

DIRECTOR OFFICE

119F

A B

C D

STUDENT WORKERS

119G

A B

C D

WAITING LOBBY

119

A B

C D

RECEPTION

117

A B

C D

M RESTROOM

1006 A

B C

D

W RESTROOM

1007

A B

C D

GENDER NEUTRAL RR

1008

A B

C D

SERVICE ROOM

120A B

C D

ELECTRICAL

1010

A B

C D

STORAGE

122 A

B C

D

HEAT EXCHANGE ROOM

1009

A B

C D

SES

1012

A B

C D

AUDITORIUM

121

A B

C D

STORAGE

121A

1006 1007 1010

1012

121B

100D

1012A

1008 120122

1011

119B 119C 119D

121

121A

119H

1009

119E

119F

119G

P2

P1 P1 P1

P2 P2

P2

P1

P1

P2 P2

P3

P3

F1

F1 F1 F1

P2

P3

P2

P1P 2

PL1

P2

P2

P3

F2

1 A522

1 A501

1 A501

1 A502

1 A502

2 A500

2 A500

1009A

A B

C D

MAIN STAIR

1013

A B

C D

SOUTH STAIR

1011

1″ /

12 ”

1″ /

12 ”

1″ /

12 ”

1″ /

12 ”

1″ /

12 ”

1″ /

12 ”

8″

1′ – 4″

2′ – 0″

A651 1

A818 1

2 A501

2 A501

A252 1

A250 3

A251 10

A250 8

A250 1

E4E4

S1

P2

F2

P2

PL1

PL1

PL 1

P1 1

E4

PL2

PL2

E4

P1 1

A250 3 P2P2

P2 P2

P2

F2 F2

F2

P9

P9

E1

A250 1

A250 8

A250 1

A250 1

3 A500

3 A500

P2 P3

A B

C D

SNOW MELT RM

1013

1013

A850 1

A602 1

A600 1

E5 E5 E5E5

F4

A855 1

A2 12

A2 10

A2 1 2

A2 1 0

AED

FEC

119

158

125

152 152

152

163 137

115

196

196

138

153

153

153

153 153

153

140

140

142

142

142

142142

142

155

E8

E8

FEC

FEFE

2 A044

11 A042

12 A050

9 A042

1

1

G100

152

A B

C D

CORRIDOR

100D

SF1

E1

SF1 SF1

SF1

SF1 SF1 SF1

-04 -04 -01

-06

-05 -03 -05

FEC

FEC

FEC

FE

FE

151

KNOX BOX

S1

A452 3 A452

1

A452 1

A452 1

A452 4

A452 1

P7 SH

AF T

AB O

VE

P7 SHAFT ABOVE

P7 SH

AF T

AB O

VE

44

3

FEC 302 3

3

S1

3 303

4

4 A045

6

A452 2

SKA-050

6

6

6

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

35 :0

0 PM

A212

FIRST FLOOR PLAN SOUTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ FIRST FLOOR PLAN – SOUTH

NORTH

KEYNOTE LEGEND 115 LINE OF OVERHANG ABOVE 119 CASEWORK 125 BENCH. SEE SHEET A855 FOR DETAILS. 137 CONCRETE RETAINING WALL WITH BOARD FORM FINISH 138 4″ HIGH CONCRETE CURB 140 DRAINABLE RECESSED WALK OFF MAT 142 ADA ACCESSIBLE RAMP AT AUDITORIUM SEE DETAIL 6/A857 151 CAST IN PLACE CONCRETE STAIRS, SEE SHEET A044 FOR DETAILS 152 CAST IN PLACE CONCRETE ADA ACCESSIBLE RAMP, SEE SHEET A041. 153 BLOCK VENEER COLUMN SURROUND, SEE SHEET A452 FOR DETAILS 155 ENLARGED GENERATOR AND TRANSFORMER YARD ENCLOSURE 158 RECESSED CONCRETE SLAB WITH ROCK GARDEN, ROCK AS SELECTED

BY ARCHITECT 163 12″ THICK CONCRETE RETAINING WALL AND GUARDRAIL WITH BOARD

FORM FINISH 196 SEE CIVIL SHEET C7 FOR CONTROLLING GRADE ELEVATIONS & SLOPE

PERCENTAGES 302 FIRE EXTINGUISHER SHALL BE A MIN. 20 BC RATED APPLIANCE, IFC

906.3 303 FIRE DEPARTMENT CONNECTION SEE DETAIL 14/A051

1

1

11

1

3

3

33

4

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

DN

D

P

D

P

D

P

D

P

D

P

AV

5 6 7 8 9 10

A1

B1

D1

40′ – 0″ 40′ – 0″ 40′ – 0″ 40′ – 0″ 23′ – 0″

30 ‘ –

0 ”

35 ‘ –

0 ”

A2 13

A2 11

A2 1 3

A2 1 1

3′ – 1 1/2″

3′ – 10″6′ – 0 1/2″4′ – 0″ 12′ – 0″

2′ –

2″

6′ – 2″ 7’

– 0″

12 ‘ –

6 ”

12 ‘ –

5 ”

14 ‘ –

0 ”

4′ – 10 1/2″ 18′ – 2″ 18′ – 2″ 11′ – 10 1/2″

6′ – 1 1/2″

14′ – 4″

7′ – 6″ 7′ – 6″

4′ –

0″1’ –

5″ 11

‘ – 0

1 /2

13 ‘ –

3 1

/2 ”

3′ –

0″

FOF

10′ – 2″ 6′ – 0″ 8′ – 6 1/2″ 7′ – 5″

1′ – 3 1/2″ FOF

12′ – 1″

4′ – 11″

5′ – 4 1/2″

1′ –

1″

3′ –

6″

8′ –

5 1/

2″ 8′

– 0″

5′ –

0″ 8′

– 0″

5′ –

0″ 8′

– 0″

2′ – 2″ 7′ – 10″ 6′ – 7 1/2″

2’ –

7″ 9 ‘ –

0 ”

22 ‘ –

0 ”

17 ‘ –

2 ”

12 ‘ –

1 0″

13 ‘ –

0 ”

12 ‘ –

8 ”

8′ –

0″ 5′

– 4″

8′ –

0″ 5′

– 1″

8′ –

0″

7′ –

5 1/

2″

16′ – 10″

7′ –

3 1/

2″ 4′

– 10

1′ –

6″

8′ – 1″

5′ –

10 ”

3′ –

0 1/

2″

6′ – 9″ 17′ – 11″

1′ –

1″

12′ – 0″8′ – 0″

1′ – 8″1′ – 2 1/2″

4′ – 0″ 2′ – 0″

2′ – 0″ 2’ – 0″

EQ

CMU-4 CMU-3 CMU-4 CMU-3 CMU-4 CMU-3

CMU-4 CMU-3 CMU-4

CMU-3

CMU-4 CMU-3 CMU-4

CMU-3

CMU-4

CMU-3 CMU-4

CMU-3 CMU-4 CMU-3 CMU-4 CMU-3 CMU-4 CMU-3

@ COLUMN CMU-4

@ COLUMN CMU-4

@ COLUMN CMU-3

@ COLUMN CMU-4

CM U-

4

CM U-

3

CM U-

4 CM

U- 3

CM U-

4 CM U-

3 CM

U- 4

CM U-

3 CM

U- 4

CM U-

3 CM U-

4CM U-

3 CM

U- 4

CM U-

3

CMU-3 CMU-4

CMU-3 CMU-4

CMU-3

C M

U -3

C M

U -4 C

M U

-3C M

U -4

1/8″ PER FT FLOOR SLOPE TO DRAIN TYP.

13 ‘ –

5 1

/2 ”

1′ – 4″

79 .5°

EQ1′ – 6″

FO F

5′ –

6″

6

FO F

2′ –

10 ”

6

3′ –

0″

6

6

6

6

5′ – 0″

5′ – 0″

EQ 6′

– 0″

EQ

6′ –

0″

19’ – 0″

27 ‘ –

1 ”

2’ –

11 ”

15 ‘ –

9 1

/2 ”

STAIR RETAINING WALL

6

@ C

O LU

M N

C M

U -4

13′ – 3 1/2″ 26′ – 8 1/2″ 4′ – 1 1/8″ 18’ – 10 7/8″

237 149°

11 9°

10 8°

11 ‘ –

0 1 /2″

13′ – 0 1/2″ 4’ – 0 1/2″

14 ‘ –

8 1

/2 ”

2′ – 1 1/2″

2′ – 0″ 12′ – 6″

31′ – 1″

17′ – 11 1/2″

3′ – 3 1/2″

6′ – 0″

3′ – 6″

7′ –

3″

EXISTING TRANSFORMER YARD

VERIFY DIM. 2′ – 10″ FIELD

13′ – 3″

7′ – 0″

2′ – 5″

6

8′ – 4″

DIMENSION PLAN NOTES

UNLESS NOTED OTHERWISE DIMENSION ARE TO:

CENTERLINE OF GRID @ COLUMNS FACE OF MASONRY @ CONCRETE MASONRY WALLS FACE OF SHEATHING @ EXTERIOR SIDE OF EXT. FACE FACE OF STUD @ INTERIOR SIDE OF EXT. WALLS CENTERLINE OF WALL @ INTERIOR STUD WALLS

EXCEPTIONS ARE NOTED AS FOLLOWS:

FOS = FACE OF STUD FOM = FACE OF MASONRY FOF = FACE OF FINISH FAC = FINISH AT CORNER

DOOR OPENINGS NOT LOCATED BY DIMENSIONS TO BE AS FOLLOWS:

STUD WALL CONSTRUCTION: (VERIFY W/ ARCHITECT)

CENTER DOORS — CENTER DOORS ON WALLS OFFSET DOOR — 4″ CLEAR BETWEEN EDGE OF DOOR (COORDINATE

w/ HARDWARE) AND FACE OF WALL

ALL MASONRY DIMENSIONS ARE NOMINAL.

COORDINATE DIMENSIONS INDICATED WITH AN ASTERISK (*) WITH ACTUAL METAL PANEL LAYOUTS, FOR PANEL WIDTH, TO BE NOMINAL FULL WIDTH.

TYPICAL FLOOR OUTLET. REFER TO ELECTRICAL AND SPECIAL SYSTEMS LAYOUTS FOR DEVICE TYPE.

6 AV D

P

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

2/ 2/

20 15

9 :5

3: 14

A M

A213

DIMENSION FIRST FLOOR PLAN SOUTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1’-0″ FIRST FLOOR DIMENSION PLAN – SOUTH

NORTH

14

FLOOR OUTLET LOCATIONS ADDED TO PLANS

KEYNOTE LEGEND 237 COORDINATE FINAL AV/ POWER/ DATA FLOOR BOX LAYOUT w/

LECTERN TO BE PROVIDED

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

2 3 4 5

A1

B1

D1

C1

223 2005

2003

225

211B 221B

211 221

201

204

216A 216

244

233229

206 208 210 212

227

211A 221A

A B

C D

CLASSROOM

201 A B

C D

CLASSROOM

211 A

B C

D

CLASSROOM

221

A B

C D

STUDY

204 A

B C

D

STUDY

206 A

B C

D

STUDY

208 A

B C

D

STUDY

210 A

B C

D

DIRECTOR

212 A

B C

D

STUDY

214 A

B C

D

CONFERENCE ROOM

216 A

B C

D

STUDY

202 A

B C

D

STUDY

228

A B

C D

COURSE COORD

229 A

B C

D

STOR

231

A B

C D

CIRCULATION

200A

A B

C D

GRAD ASST LOUNGE

244

A B

C D

IDF

2005

A B

C D

ELEVATOR CORE

2004 A

B C

D

JANITOR

2003A B

C D

MECHANICAL CHASE

2002 A

B C

D

STORAGE

223 A

B C

D

FACULTY OFFICE

225 A

B C

D

FACULTY OFFICE

227 A

B C

D

NORTH STAIR

2001

A B

C D

CIRCULATION

200B

A B

C D

CLOSET

201A

A B

C D

CLOSET

221A A

B C

D

CLOSET

211A

201C

P2

P2

P2 P 2 P2

P2 P2

P2

P2

P2

P2

P2

P2

P2

P2 P2

P2 P2

P2

P2

P2

P2 P2

P9

P1 2

P7

P7

P7

P1

P1

P2

F1

P6

F2

P2

P2

P2

P2

P2

P1

P1

P2

P2

P7

2 A502

1 A500

2 A500

201A

E4

3 A605

201B

A B

C D

CLOSET

201B

1

A250 9 A250

6 A250 3

A250 5

A250 1

A251 9

A250 5 A250

5

A250 1

3 A500

1 A503 E6 E4 E4 E6 E4E4

P11

A250 5

A250 5

P11

P1 1

F1

F1

P2 A250 9

P7

PL1

P2

P2

P2 P2 P2 P 2

P2

A601 2

E5 E 5

A620 3

E6

P7

126

157

121

A2 16

A2 1 4

A2 1 6

A2 1 4

AED

FEC FEC

FEC

A253 1

P11

1

231

P1 2

MIN 48″

M IN30 ”

120

200

SF1SF1E9

E9 SF

1 SF

1 E2

E2

SF 1

SF 1

SF1 SF1 SF1 SF1SF1 SF1 SF1 SF1 SF1 SF1 SF1

SF1

E2

SF1

SF1 SF1

-14 -12

-1 5

-22 -26 -26 -26 -18 -26 -18 -18 -26 -23 -24

-14 -16

-26 -27

-1 4

-3 5

-1 7

SF1 -15

E2

E2E2

E2

E2

E2

E2

E2

E2

E2

P1 1

P1 1

P11

E6

F3

4

CT-3

25 –

AB O

VE

4

25 –

AB O

VE 25 –

AB O

VE

444

6

1 A751

2001 6

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

35 :1

6 PM

A214

SECOND FLOOR PLAN NORTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ SECOND FLOOR PLAN – NORTH KEYNOTE LEGEND

120 2-TIER LOCKERS 121 MOVEABLE PARTITION – SINGLE PANEL SYSTEM 126 ADA ACCESSIBLE DUAL HEIGHT WATER FOUNTAIN WITH HYDRATION

STATION. SEE SHEET 650 FOR MOUNTING HEIGHT DETAILS 157 LOUNGE CASEWORK, SEE DETAILS SHEET A830 200 HANDICAPPED LOCKER

NORTH

1

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

AV DP AV

DP

AV DP

AV DP

D

P

D

P

D

P

AV

D

P

2 3 4

5

A1

B1

D1

C1

1

2′ –

6″ 5′

– 8″

4′ –

4″

5′ –

0″ 30

‘ – 0

” 30

‘ – 0

40′ – 0″ 40′ – 0″ 40′ – 0″ 40′ – 0″

4′ –

9 1/

2″ 9′

– 0″

8′ –

2 1/

2″ 3

1/ 2″

1′ – 8″ 9’ – 0″

10 ‘ –

0 ”

3′ – 3 1/2″9′ – 11 1/2″12′ – 11″11′ – 1″6′ – 0 1/2″5′ – 11 1/2″12′ – 9″ 4′ – 11 1/2″

4′ –

8 1/

2″ 1′

– 5

1/ 2″

1′ –

9 1/

2″

4 1/

2″

9 1/2″ 5′ – 6″ 4′ – 0″4′ – 0″

4′ – 0″ 4′ – 0″ 5′ – 8″ 9 1/2″

6′ – 5 1/2″ 4′ – 0″ 4′ – 0″ 41′ – 7″ 40′ – 0″ 40′ – 0″

4″

3′ –

1″ 3

1/ 2″

6′ –

5″

6′ –

5″

9 1/2″

A2 17

A2 1 5

9′ –

10 1

/2 ”

6′ –

4″

5′ – 2 1/2″ FAC

5′ – 8″ 9 1/2″

6’ – 5 1/2″

16 ‘ –

8 ”

1′ –

9″

4′ – 10 1/2″

8′ – 3″ 1 1′

– 3″

1′ – 1″

FAC

A2 17

A2 1 5

3′ –

6″ 7′

– 6″

5′ –

8 1/

2″

4′ – 8 1/2″ 4′ – 8 1/2″

1′ – 1″17′ – 8 1/2″ 7′ – 6 1/2″ 18′ – 5 1/2″ 8′ – 10″

6′ –

9″ 5’

– 9″

23 ‘ –

3 ”

1′ – 3″10′ – 7″ 8′ – 7 1/2″

4′ –

0″

7′ – 0″

1′ – 2″

8′ –

5″

10 ” C

LR

1′ – 1″

2′ – 11″

5′ – 2 1/2″ 2′ – 1 1/2″1 0

1/ 2″

7′ – 0″ 8′ – 0″ 8″6′ – 0″6′ – 0″12′ – 0″ 5′ – 4″ 12′ – 0″ 6′ – 0″ 6′ – 0″ 9′ – 8″ 3′ – 0″ 4′ – 8″11′ – 8″12′ – 0″6′ – 0″ 17′ – 0″

FOF 19′ – 8″.

3′ –

5″

FO F

7′ –

10 ”

5’ –

4″

4

12 ‘ –

7 ”

4

4

C LR

5′ –

2″

4

4

4

4 4

4

4 4

EQ 6′ – 9 1/2″ EQ

4

EQEQ

EQ EQ

5

5

5′ –

7″

EQ EQ5′ –

3 1/

2″

MIN. 1′ – 0″

6

2′ – 1″

237

237

237 237

6

FOF 6′ – 0″

7′ – 1″

4′ –

7″ 1′

– 6″

FOF 6′ – 0″

5′ – 6″

FOF 6′ – 0″

5′ – 6″

1′ –

6″ 5’

– 1″

15 ‘ –

4 ”

1′ –

6″

FOF 6′ – 0″

7′ – 1″

5′ –

5 1/

2″ 1′

– 6″

DIMENSION PLAN NOTES

UNLESS NOTED OTHERWISE DIMENSION ARE TO:

CENTERLINE OF GRID @ COLUMNS FACE OF MASONRY @ CONCRETE MASONRY WALLS FACE OF SHEATHING @ EXTERIOR SIDE OF EXT. FACE FACE OF STUD @ INTERIOR SIDE OF EXT. WALLS CENTERLINE OF WALL @ INTERIOR STUD WALLS

EXCEPTIONS ARE NOTED AS FOLLOWS:

FOS = FACE OF STUD FOM = FACE OF MASONRY FOF = FACE OF FINISH FAC = FINISH AT CORNER

DOOR OPENINGS NOT LOCATED BY DIMENSIONS TO BE AS FOLLOWS:

STUD WALL CONSTRUCTION: (VERIFY W/ ARCHITECT)

CENTER DOORS — CENTER DOORS ON WALLS OFFSET DOOR — 4″ CLEAR BETWEEN EDGE OF DOOR (COORDINATE

w/ HARDWARE) AND FACE OF WALL

ALL MASONRY DIMENSIONS ARE NOMINAL.

COORDINATE DIMENSIONS INDICATED WITH AN ASTERISK (*) WITH ACTUAL METAL PANEL LAYOUTS, FOR PANEL WIDTH, TO BE NOMINAL FULL WIDTH.

TYPICAL FLOOR OUTLET. REFER TO ELECTRICAL AND SPECIAL SYSTEMS LAYOUTS FOR DEVICE TYPE.

6 AV D

P

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

2/ 2/

20 15

9 :5

3: 26

A M

A215

DIMENSIONED SECOND FLOOR PLAN NORTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1’-0″ SECOND FLOOR DIMENSION PLAN – NORTH

NORTH

1

FLOOR OUTLET LOCATIONS ADDED TO PLANS

KEYNOTE LEGEND 237 COORDINATE FINAL AV/ POWER/ DATA FLOOR BOX LAYOUT w/

LECTERN TO BE PROVIDED

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

DN

UP DN

5 6 7 8 9 10

A1

B1

D1 2006 2007

244 242

237

238D

236A

238A

242A

2011

235233

A B

C D

MATH CENTER

238

A B

C D

TESTING LAB

238A

A B

C D

TUTORIAL ROOM

236A

A B

C D

SPECIAL TESTING A

238B

A B

C D

CHECK-IN/ HELP DESK

236

A B

C D

STUDY

234 A

B C

D

STUDY

232 A

B C

D

STUDY

230

A B

C D

CIRCULATION

200C

A B

C D

STOR

231

A B

C D

LAB MGR OFFICE

233 A

B C

D

IT OFFICE

235 A

B C

D

TUTOR SPVR OFFICE

237

A B

C D

VENDING

240

A B

C D

CLOSET

242A

A B

C D

FACULTY LOUNGE

242 A

B C

D

GRAD ASST LOUNGE

244

A B

C D

M RESTROOM

2006

A B

C D

W RESTROOM

2007

A B

C D

MECHANICAL CHASE

2009

A B

C D

ELEC.

2010

A B

C D

SOUTH STAIR

2011

P7P3 P3

P7

P7

P2 P3

P3

P2

P1 2

P1 2

P1 2

P1P 1P1

P2

P2

P2

P2

P2

P2

P2

P2 P2

P2

P3

P6

E8

1 A501

1 A502

1 A500

2 A500

236

P2

238B

119

A652 1

15 A753

18 A753

2 A501

A B

C D

SPECIAL TESTING B

238C

A B

C D

COPY

236C

A250 5

A250 8

A250 1

A250 7

A251 11

3 A500

E4

PL 2

PL 2PL1

P2A250 3

A250 3

P1 1 PL1

E4 E6 E4

P3

P1

A250 1

A250 1

A250 1

A250 1

A250 1

A250 1

A250 2

A250 1

A852 1

P1P1

P6

F2

A600 2

A250 1

E4

P2

P2

P2

P2

P2

F2

F1F2 P2

A250 1

P1 2

A602 2

A250 1

P6

E11 157

156

238C

A2 16

A2 1 4

A2 1 6

A2 1 4

AED

FEC

FEC

FE

FEC

1

P1 1

P1 1

120

200

M IN30 ”

MIN 48″

CT-3

236C

CT-3

P3

SF1 SF1 SF1 SF1 SF1 SF1

SF1 SF1 SF1 SF1

SF1 E2

E2

E2

E2

SF1

SF1

E2

E12

SF 1

E2

SF1SF1SF1 E2

F4

-27 -27 -27 -26 -26 -18

-21 -18 -20 -19

-18

-20

-2 3

-13 -13 -13

-18

P3

E2

E2

P2

4

4

25 –

AB O

VE 25 –

AB O

VE

44

CIRCULATION

200D

6

2010

6

SF1

SF1 -26

-26

6

6

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

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100% CD PHASE 2

1/8″ = 1′-0″ SECOND FLOOR PLAN – SOUTH KEYNOTE LEGEND

119 CASEWORK 120 2-TIER LOCKERS 156 WOOD BACKPACK STORAGE AND CUBBIES 157 LOUNGE CASEWORK, SEE DETAILS SHEET A830 200 HANDICAPPED LOCKER

NORTH

1

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No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

D

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AV AV

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D

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D

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AV

D P

D

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AV

AV

D P D P D PD P

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5 6 7 8 9 10

A1

B1

D1 A2

17 A2

1 5 A2

1 7 A2

1 5

40′ – 0″ 40′ – 0″ 40′ – 0″ 40′ – 0″ 23′ – 0″

30 ‘ –

0 ”

35 ‘ –

0 ”

2’ –

6″ 10

‘ – 0

4′ – 8″ 15′ – 0″

1″

21′ – 0″

15′ – 0″

6′ –

5″

6′ –

5″

15′ – 11″15′ – 11″ 9′ – 0″ 6′ – 11″

7′ –

4 1/

2″ 4′

– 11

1 /2

11′ – 6″ 10′ – 11″ 10′ – 7″ 5′ – 9″ 31′ – 9″ 14′ – 11″ 6′

– 9″

5’ –

9″ 15

‘ – 3

” 8′

– 0″

6′ – 2″ 6′ – 2″ 18′ – 0″ 5′ – 1″ 5′ – 10″

1′ –

6 1/

2″

6′ – 0″

5′ –

7″ 6’

– 7

1/ 2″

13 ‘ –

6 ”

10 ‘ –

2 ”

2’ –

1 1/

2″ 1

‘ – 6

18′ – 3″

2′ – 2″ 2′ – 2″

2′ – 0″

2′ – 6″2′ – 9″10′ – 0″10’ – 0″

12 ‘ –

7 ”

8′ – 10″

FOS 12′ – 2 1/2″

3′ – 4″ 17′ – 0″ 11′ – 8″5′ – 8″3′ – 4″9′ – 0″6′ – 0″12′ – 0″9′ – 8″

9′ – 11″

2′ –

5″

FOS 13’ – 1″

FO S

18 ‘ –

1 1

1/ 2″

FO S

13 ‘ –

5 1

/2 ”

FOS 18′ – 6 1/2″

15′ – 1″

7′ –

5 1/

2″

1′ – 5″

5′ –

4″

4

4

4

4 4

4 4

4

4 4

EQEQ EQ EQ

EQEQ EQ EQ

EQ EQ

3’ –

11 ”

12 ‘ –

6 ”

15 ‘ –

1 1″

12 ‘ –

6 ”

12 ‘ –

6 ”

1′ –

4 1/

2″

1′ – 6″

12″

6

15′ – 3″ 9’ – 0″

23 ‘ –

0 1

/2 ”

13′ – 0″ 10′ – 0″ 3′ – 0″ 13′ – 0″ 13′ – 0″ 11′ – 0″ 2′ – 0″ 13′ – 0″ 8′ – 0″

EQ EQ

1′ – 6″

1′ – 6″

1′ –

4 1/

2″ 2′

– 0″

15′ – 4″ 1′ – 4 1/2″ 11′ – 7 1/2″ 1′ – 4 1/2″ 10′ – 4″ 5′ – 4 1/2″ 1′ – 4 1/2″

9′ – 1 1/2″ 1′ – 4 1/2″

5′ – 9″

2′ – 9 1/2″

EQ EQ

2′ –

0 1/

2″ 1′

– 11

5′ –

3 1/

2″ 1′ –

4 1/

2″

1′ – 0″ MIN.

1′ –

0″ M

IN .

1′ –

4 1/

2″

1′ – 0″ MIN.

EQ EQ

1′ – 0″ MIN.

1′ –

0″ M

IN .

1′ –

4 1/

2″

1′ –

0″ M

IN .

1’ –

11 ”

15 ‘ –

6 ”

9′ – 4″1′ – 4 1/2″

13′ – 0″13′ – 0″13′ – 0″13′ – 0″13′ – 0″13′ – 0″

1′ –

0″ M

IN .

1′ –

0″ M

IN .

1′ – 0″ MIN.

237

1′ – 0″ MIN.

6

FO F

4′ –

6″

19′ – 11 1/2″1′ – 6″

5′ –

1 1/

2″

DIMENSION PLAN NOTES

UNLESS NOTED OTHERWISE DIMENSION ARE TO:

CENTERLINE OF GRID @ COLUMNS FACE OF MASONRY @ CONCRETE MASONRY WALLS FACE OF SHEATHING @ EXTERIOR SIDE OF EXT. FACE FACE OF STUD @ INTERIOR SIDE OF EXT. WALLS CENTERLINE OF WALL @ INTERIOR STUD WALLS

EXCEPTIONS ARE NOTED AS FOLLOWS:

FOS = FACE OF STUD FOM = FACE OF MASONRY FOF = FACE OF FINISH FAC = FINISH AT CORNER

DOOR OPENINGS NOT LOCATED BY DIMENSIONS TO BE AS FOLLOWS:

STUD WALL CONSTRUCTION: (VERIFY W/ ARCHITECT)

CENTER DOORS — CENTER DOORS ON WALLS OFFSET DOOR — 4″ CLEAR BETWEEN EDGE OF DOOR (COORDINATE

w/ HARDWARE) AND FACE OF WALL

ALL MASONRY DIMENSIONS ARE NOMINAL.

COORDINATE DIMENSIONS INDICATED WITH AN ASTERISK (*) WITH ACTUAL METAL PANEL LAYOUTS, FOR PANEL WIDTH, TO BE NOMINAL FULL WIDTH.

TYPICAL FLOOR OUTLET. REFER TO ELECTRICAL AND SPECIAL SYSTEMS LAYOUTS FOR DEVICE TYPE.

6 AV D

P

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

2/ 2/

20 15

9 :5

3: 53

A M

A217

DIMENSIONED SECOND FLOOR PLAN SOUTH

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/8″ = 1’-0″ SECOND FLOOR DIMENSION PLAN – SOUTH

NORTH

1

5

5

FLOOR OUTLET LOCATIONS ADDED TO PLANS

KEYNOTE LEGEND 237 COORDINATE FINAL AV/ POWER/ DATA FLOOR BOX LAYOUT w/

LECTERN TO BE PROVIDED

6

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

2 3 4 5

A1

B1

D1

C1

A B

C D

LOUNGE

316

A B

C D

KITCHENETTE

316A

A B

C D

NORTH STAIR

3001

A B

C D

OFFICE

309 A

B C

D

OFFICE

307 A

B C

D

OFFICE

305

A B

C D

OFFICE

303 A

B C

D

MECHANICAL CHASE

3002 A B

C D

JANITOR

3003

A B

C D

ELEVATOR CORE

3004 A B

C D

IDF

3005

A B

C D

OFFICE

399

A B

C D

CONFERENCE (SM)

334

A B

C D

SERVICE ROOM

338

A B

C D

STAFF

337 A

B C

D

ADMIN

337A A

B C

D

ADMIN

333A A

B C

D

STAFF

333 A

B C

D

CHAIR OFFICE

331 A

B C

D

OFFICE

329 A

B C

D

OFFICE

327 A

B C

D

OFFICE

325 A

B C

D

OFFICE

323 A

B C

D

OFFICE

321 A

B C

D

NOOK

319 A

B C

D

OFFICE

317 A

B C

D

OFFICE

315 A

B C

D

OFFICE

313

A B

C D

OFFICE

320 A

B C

D

OFFICE

322 A

B C

D

OFFICE

324 A

B C

D

OFFICE

326 A

B C

D

SERVICE ROOM

328

A B

C D

OFFICE

304 A

B C

D

OFFICE

306 A

B C

D

OFFICE

308 A

B C

D

OFFICE

310 A

B C

D

OFFICE

312

A B

C D

CONFERENCE (LG)

302 A

B C

D

LOBBY

301

A B

C D

CIRCULATION

300A

A B

C D

CIRCULATION

300B 337

399

338

304306308310312

324 326 328322320

329327325323321 317315313

331

303 305

307309

3005

3003

302A

302

334A

334

333

333A

SF2-01 SF2-01

SF2-01

SF2-01SF2-01SF2-01SF2-01SF2-01 SF2-02 SF2-02SF2-01 SF2-01 SF2-01 SF2-01

P2P1P1P1P1

P11

P11

P1 1

P2 P 1

P1 P 1 P1 P2

P2

P2

P2

P1P1 P 2

P2

P1 P1 P 1

P1 P 1

P1 P 1

P1 P 1

P2

P2

P9

P9

P7

P7

P7

P2 P9

P2

P9

P1P1

F1

P6

P1 P 1 P1

P2

P2

P2

P7

2 A502

1 A500

2 A500

E5E5

E5 126

3 A605

1

A250 9

A250 6 A250

3

A250 2A250

10

A251 9

3 A500

1 A503 E6 A601

3

PL1

P2

E4

P7

E5 E5

E5

P2F2 P2 P2

E6

A620 4

E6

P2

A250 7

E4

P2

P1 1

A250 7

A250 3P2

A250 10

A230 7

P7

A230 2

169 169 169 169 169

149

150

A2 20

A2 1 8

A2 2 0

A2 1 8

FEC

AED

FEC 2′ – 3″

198

198

TOP – 35′ – 1″

TOP – 35′ – 1″ TOP – 35′ – 1″

TOP – 35′ – 1″

TOP – 35′ – 1″ TOR – 32′ – 4 3/4″

TOP – 35′ – 1″

R2

3/8″ / 12″ 3/8″ / 12″3/8″ / 12″3/8″ / 12″3/8″ / 12″3/8″ / 12″

3/8″ / 12″

SF 1

SF 1

E9

SF1 SF1

SF1 -34

-3 0

-14 -12

-3 0

SF1 -28

104 104 104 104

E2

E9

E9

E6

P1

F3

F4

8 A456

8 A456

8 A456

8 A456

8 A456

8 A456

1 A230

TYP.

4

R2

4

4 6

3001

6 238

3/8″ / 12″3/8″ / 12″

TOR – 32′ – 11 3/4″

TOR – 33′ – 2 3/4″ TOR – 33′ – 2 3/4″

TOR – 32′ – 10 3/4″

R2

3/8 ” /

12 ”

3/ 8″

/ 12

3/ 8″

/ 12

” 3/8″ / 12″

TOR – 33′ – 3 3/4″

TOR – 32′ – 3 3/4″

DRAIN – 32′ – 1 1/2″

117

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

ROOF PLAN NOTES

ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

CONTRACTOR TO COORDINATE EXACT LOCATION OF ROOF DRAINS AND ASSOCIATED OPENINGS

SEE MECHANICAL AND PLUMBING DRAWINGS FOR ROOF MOUNTED EQUIPMENT AND MECHANICAL EQUIPMENT CURBS. MAINTAIN CLEARANCE REQUIRED FOR

EQUIPMENT.

SLOPES WHERE NOTED ARE MINIMUM. MINIMUM SLOPES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

MAIN ROOF SURFACES: 1/4″ / FT ROOF CRICKETS: 1/4″ / FT

ALL ROOF PENETRATIONS SHALL BE WATERTIGHT. ROOF MEMBRANE SHALL LAP ONTO CANTS. PROVIDE SEALANT AND FLASHING AS REQUIRED.

1.

2.

3.

4.

5.

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

2/ 3/

20 15

1 0:

55 :5

1 AM

A218

THIRD FLOOR PLAN NORTH

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/8″ = 1′-0″ THIRD FLOOR PLAN – NORTH

KEYNOTE LEGEND 104 SKYLIGHT – 4′ X 12′. SEE DETAIL 1/A230. SKYLIGHT FRAMING SHALL BE

NON-COMBUSTIBLE PER IBC 2405.4. REFER TO SPECIFICATION SECTION 08 63 00, 1.2 G.

117 ROOF DRAIN WITH OVERFLOW DRAIN 126 ADA ACCESSIBLE DUAL HEIGHT WATER FOUNTAIN WITH HYDRATION

STATION. SEE SHEET 650 FOR MOUNTING HEIGHT DETAILS 149 KITCHENETTE CASEWORK, SEE DETAILS SHEET A830 150 CONFERENCE ROOM CASEWORK, SEE DETAILS SHEET A830 169 FALL ARREST DAVITS, SEE DETAILS 2/A230 198 18″ MIN CLEAR FLOOR AREA PER 2010 ADA SECTION 404.2.4.1 238 PROVIDE FRAMING FOR FUTURE DOOR OPENING (3’x7′ DOOR)

NORTH

1

1

1

1

1

1

6

6

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

D

P

D

P

D

P

D

P

AVD

P

AV D P

2 3 4 5

A1

B1

D1

C1

1

40′ – 0″ 40′ – 0″ 40′ – 0″ 40′ – 0″

A2 17

A2 1 5

A2 21

A2 19

30 ‘ –

0 ”

30 ‘ –

0 ”

5’ –

0″

12 ‘ –

1 0

1/ 2″

4′ – 9″3′ – 3″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 18′ – 0″ 12′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″

1′ –

9 1/

2″ 9’

– 0″

19 ‘ –

2 1

/2 ”

24′ – 4 1/2″

3′ – 6 1/2″ 10′ – 1 1/2″ 10′ – 3″ 5′ – 10″ 11′ – 0″ 10′ – 10″ 10′ – 10″ 11′ – 3″ 10′ – 11″ 14′ – 4″ 13′ – 3 1/2″

4 1/

2″ 4′

– 9

1/ 2″

8″ 3′

– 0″

3′ –

4″

6′ – 0 1/2″ 18′ – 1″ 5′ – 7″ 10′ – 8″ 10′ – 7″ 10′ – 7″ 10′ – 7″ 10′ – 8″

5 1/

2″ 5’

– 0

1/ 2″

12 ‘ –

2 1

/2 ”

12 ‘ –

2 1

/2 ”

3′ – 8″

4’ –

10 ”

24 ‘ –

1 0″

4’ –

10 ”

24 ‘ –

1 0″

7″ 15′ – 1 1/2″ 10′ – 10″

5 1/

2″ 5’

– 2″

12 ‘ –

1 1

/2 ”

12 ‘ –

1 1

/2 ”

10′ – 6″ 10′ – 7″ 10′ – 9″ 10′ – 8″ 18′ – 6″

4′ – 5″

33′ – 5 1/2″ 16′ – 2″

5′ –

6″

2′ – 1 1/2″ 13′ – 3″32′ – 5″

1′ –

6″ 3′ – 11 1/2″

7′ – 0″

2′ –

2 1/

2″

10′ – 0″

1′ – 1″ 2′ – 11″

C LR10

1′ – 1″

FOF 19′ – 8″.

3′ –

5″

FO F

7′ –

10 ”

5′ – 4″

5′ – 4″

2′ –

2 1/

2″

10 1

/2 ”

EQ EQ EQ EQ EQ EQ EQ EQ

4′ –

8″

10′ – 0″

8′ – 10″

10′ – 0″ 16′ – 0″

4 4

4

4

4

6′ – 0″ 17′ – 9″ 6′ – 0″

5’ –

11 ”

11 ‘ –

4 ”

7’ –

2 1/

2″

11 ‘ –

7 ”

12 ‘ –

1 0

1/ 2″

6’ –

11 1

/2 ”

10 ‘ –

4 ”

6′ –

11 ”

EQ EQ

11′ – 1″EQ2′ – 0″EQ

5

6

6

DIMENSION PLAN NOTES

UNLESS NOTED OTHERWISE DIMENSION ARE TO:

CENTERLINE OF GRID @ COLUMNS FACE OF MASONRY @ CONCRETE MASONRY WALLS FACE OF SHEATHING @ EXTERIOR SIDE OF EXT. FACE FACE OF STUD @ INTERIOR SIDE OF EXT. WALLS CENTERLINE OF WALL @ INTERIOR STUD WALLS

EXCEPTIONS ARE NOTED AS FOLLOWS:

FOS = FACE OF STUD FOM = FACE OF MASONRY FOF = FACE OF FINISH FAC = FINISH AT CORNER

DOOR OPENINGS NOT LOCATED BY DIMENSIONS TO BE AS FOLLOWS:

STUD WALL CONSTRUCTION: (VERIFY W/ ARCHITECT)

CENTER DOORS — CENTER DOORS ON WALLS OFFSET DOOR — 4″ CLEAR BETWEEN EDGE OF DOOR (COORDINATE

w/ HARDWARE) AND FACE OF WALL

ALL MASONRY DIMENSIONS ARE NOMINAL.

COORDINATE DIMENSIONS INDICATED WITH AN ASTERISK (*) WITH ACTUAL METAL PANEL LAYOUTS, FOR PANEL WIDTH, TO BE NOMINAL FULL WIDTH.

TYPICAL FLOOR OUTLET. REFER TO ELECTRICAL AND SPECIAL SYSTEMS LAYOUTS FOR DEVICE TYPE.

6 AV D

P

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

2/ 2/

20 15

9 :5

4: 17

A M

A219

DIMENSIONED THIRD FLOOR PLAN NORTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1’-0″ THIRD FLOOR DIMENSION PLAN – NORTH

NORTH

1

1

1

FLOOR OUTLET LOCATIONS ADDED TO PLANS

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

UP DN

5 6 7 8 9 10

A1

B1

D1

355353351349347345343341339337

399 398 397 396 395 393 391 389 387 385 383 381 379 377 375 373

370368366364362360356354352350348346344342340338

388 386 384 382 380 378 376 374

359 363 365 367 369 371361

3006 3007

3903010

A B

C D

OFFICE

399

A B

C D

OFFICE

398 A

B C

D

OFFICE

397 A

B C

D

OFFICE

396 A

B C

D

OFFICE

395 A

B C

D

OFFICE

393 A

B C

D

OFFICE

391 A

B C

D

OFFICE

389 A

B C

D

OFFICE

387 A

B C

D

OFFICE

385

A B

C D

NOOK

358

A B

C D

OFFICE

383

A B

C D

OFFICE

381 A B

C D

OFFICE

379 A

B C

D

OFFICE

377 A

B C

D

OFFICE

375 A

B C

D

OFFICE

373

A B

C D

NOOK

372

A B

C D

OFFICE

370 A

B C

D

OFFICE

368 A

B C

D

OFFICE

366 A

B C

D

OFFICE

364 A

B C

D

OFFICE

362

A B

C D

OFFICE

360 A

B C

D

OFFICE

356 A

B C

D

OFFICE

354 A

B C

D

OFFICE

352 A

B C

D

OFFICE

350 A

B C

D

OFFICE

348 A

B C

D

OFFICE

346 A

B C

D

OFFICE

344 A

B C

D

OFFICE

342 A

B C

D

OFFICE

340 A

B C

D

SERVICE ROOM

338

A B

C D

CHAIR OFFICE

339

A B

C D

OFFICE

341 A

B C

D

OFFICE

343 A B

C D

OFFICE

345 A

B C

D

OFFICE

347 A

B C

D

OFFICE

349 A

B C

D

OFFICE

351 A

B C

D

OFFICE

353 A

B C

D

OFFICE

355

A B

C D

NOOK

357 A B

C D

OFFICE

359 A

B C

D

OFFICE

361 A

B C

D

OFFICE

363 A

B C

D

OFFICE

365 A

B C

D

OFFICE

367 A

B C

D

OFFICE

369 A

B C

D

OFFICE

371

A B

C D

SOUTH STAIR

3011

A B

C D

OFFICE

374 A

B C

D

OFFICE

376 A

B C

D

OFFICE

378 A

B C

D

OFFICE

380 A

B C

D

OFFICE

382 A

B C

D

OFFICE

384 A

B C

D

OFFICE

386 A

B C

D

OFFICE

388 A

B C

D

OFFICE

390 A

B C

D

ELECTRICAL

3010A B

C D

MECHANICAL CHASE

3009

A B

C D

SHOWER

3008 A

B C

D

WOMENS RESTROOM

3007

A B

C D

MENS RESTROOM

3006

SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01

SF2-01SF2-01SF2-01

SF2-02 SF2-01SF2-01SF2-01SF2-01SF2-01SF2-01

P1 1

P1

P7

P7

P7

P2

P2

P1P1P 1P1P 1

P1P 1

P1P 1

P1 P1P1 P 1 P1 P1 P 1 P1 P1

P2

P1

P2

P2

P2

P1

P1 P 1

P1 P1 P 1

P2

P1

P1P1P 1

P1P1

P2

P2 P1

P1 P1 P1 P1 P 1

P1 P 1

P2

P2

P1P 1

P1P 1

P1P 1P2P 2

P1P 1P1P 1P1

P1

P1P 1

P1

P2 P6

3011

E8

P2

1 A501

1 A502

1 A500

2 A500

A653 1

2 A501

A250 8

A250 12

A251 11

A B

C D

CIRCULATION

300D

A B

C D

CIRCULATION

300C

3 A500

3008

E4 E5

PL 2

PL 2

P1 1

PL1

P2 P2 P2

E4

PL1

P2

P1

PL1

A250 9

A250 9

E6 E5 E5 E5

E4 E4 E4 E4 E4 E4 E4

A250 2

P1 P1 P1 P1 P1 P1 P1 P1 P1 P1

P2

A600 3

A250 12A250

12 A250

8A250 12

A250 8

A230 7

A230 7

P6

A230 2169

169

169 169

169 169

A2 20

A2 1 8

A2 2 0

A2 1 8

FE

FEC AED

FEC

3/8″ / 12″

3/8″ / 12 ”

3/8″ / 12″ TOP – 35′ – 1″

TOP – 35′ – 1″

TOP – 35′ – 1″

TOR – 32′ – 9 1/4″

DRAIN – 32′ – 6″

TOP – 35′ – 1″ TOR – 33′ – 5 1/4″

TOR – 33′ – 3 1/4″ 3/8″ / 12″3/8″ / 12″3/8″ / 12″3/8″ / 12″

TOR – 32′ – 9 1/4″

TOP – 35′ – 1″

32′ – 6″

3/8″ / 12″

3/8″ / 12″ R2

R2 R2

1″ / 12″

3/ 8″

/ 12

” 12

‘ – 9

A232 1

104 104

117

117

SF1

SF 1

SF 1

-34

-3 0

-3 0

FEC

8 A456

8 A456

8 A456

8 A456

1 A230

TYP.

4

R2

3

FEC

3

3/ 8″

/ 12

TOR – 33′ – 3 1/4″ TOR – 33′ – 3 1/4″

33′ – 8 1/4″

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

ROOF PLAN NOTES

ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

CONTRACTOR TO COORDINATE EXACT LOCATION OF ROOF DRAINS AND ASSOCIATED OPENINGS

SEE MECHANICAL AND PLUMBING DRAWINGS FOR ROOF MOUNTED EQUIPMENT AND MECHANICAL EQUIPMENT CURBS. MAINTAIN CLEARANCE REQUIRED FOR

EQUIPMENT.

SLOPES WHERE NOTED ARE MINIMUM. MINIMUM SLOPES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

MAIN ROOF SURFACES: 1/4″ / FT ROOF CRICKETS: 1/4″ / FT

ALL ROOF PENETRATIONS SHALL BE WATERTIGHT. ROOF MEMBRANE SHALL LAP ONTO CANTS. PROVIDE SEALANT AND FLASHING AS REQUIRED.

1.

2.

3.

4.

5.

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 5:

59 :3

4 PM

A220

THIRD FLOOR PLAN SOUTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ THIRD FLOOR PLAN – SOUTH

KEYNOTE LEGEND 104 SKYLIGHT – 4′ X 12’. SEE DETAIL 1/A230. SKYLIGHT FRAMING SHALL BE

NON-COMBUSTIBLE PER IBC 2405.4. REFER TO SPECIFICATION SECTION 08 63 00, 1.2 G.

117 ROOF DRAIN WITH OVERFLOW DRAIN 169 FALL ARREST DAVITS, SEE DETAILS 2/A230

NORTH

1

1

1

3

3

3

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14

 

 

5

6 7 8 9 10

A1

B1

D1 A2

17 A2

1 5 A2

1 7 A2

1 5

10′ – 0″10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 6′ – 3″

12′ – 3″ 10′ – 10″ 10′ – 10″ 11′ – 3″ 10′ – 10″ 10′ – 10″ 10′ – 10″ 10′ – 11″ 10′ – 11″ 9′ – 8″ 11′ – 0″ 10′ – 10″ 11′ – 3″ 10′ – 10″ 10′ – 11″ 10′ – 10″ 8′ – 2″

2′ – 8″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 10″ 9′ – 8″ 10′ – 10″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 10″

6′ – 0″ 6′ – 9 1/2″ 11′ – 0″ 10′ – 11″ 10′ – 11″ 11′ – 0″ 10′ – 11″ 10′ – 11″ 11′ – 1″ 10′ – 8″

5 1/

2″ 5′

– 2″

12 ‘ –

1 1

/2 ”

12 ‘ –

1 1

/2 ”

5′ –

7 1/

2″

5 1/

2″ 5’

– 2″

12 ‘ –

1 1

/2 ”

12 ‘ –

1 1

/2 ”

1′ –

4″

3′ – 6″

10′ – 0″ 10′ – 0″ 9″ 2′ – 6″

2′ –

1 1/

2″

40′ – 0″ 40′ – 0″ 40′ – 0″ 40′ – 0″ 23’ – 0″

30 ‘ –

0 ”

35 ‘ –

0 ”

8′ – 9 1/2″

9′ – 2″

1′ –

6 1/

2″

18′ – 3″

20′ – 0″ 9″

EQ EQ EQ EQ 4′

– 8″

10′ – 0″10′ – 0″ 10’ – 1 1/2″

12 ‘ –

1 0

1/ 2″

12 ‘ –

7 ”

13’ – 0″

19 ‘ –

0 ”

18’ – 4 1/2″

12 ‘ –

1 0

1/ 2″

14 ‘ –

1 1

/2 ”

1′ – 10 1/ 2″

4

4

DIMENSION PLAN NOTES

UNLESS NOTED OTHERWISE DIMENSION ARE TO:

CENTERLINE OF GRID @ COLUMNS FACE OF MASONRY @ CONCRETE MASONRY WALLS FACE OF SHEATHING @ EXTERIOR SIDE OF EXT. FACE FACE OF STUD @ INTERIOR SIDE OF EXT. WALLS CENTERLINE OF WALL @ INTERIOR STUD WALLS

EXCEPTIONS ARE NOTED AS FOLLOWS:

FOS = FACE OF STUD FOM = FACE OF MASONRY FOF = FACE OF FINISH FAC = FINISH AT CORNER

DOOR OPENINGS NOT LOCATED BY DIMENSIONS TO BE AS FOLLOWS:

STUD WALL CONSTRUCTION: (VERIFY W/ ARCHITECT)

CENTER DOORS — CENTER DOORS ON WALLS OFFSET DOOR — 4″ CLEAR BETWEEN EDGE OF DOOR (COORDINATE

w/ HARDWARE) AND FACE OF WALL

ALL MASONRY DIMENSIONS ARE NOMINAL.

COORDINATE DIMENSIONS INDICATED WITH AN ASTERISK (*) WITH ACTUAL METAL PANEL LAYOUTS, FOR PANEL WIDTH, TO BE NOMINAL FULL WIDTH.

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 5:

59 :4

5 PM

A221

DIMENSIONED THIRD FLOOR PLAN SOUTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1’-0″ THIRD FLOOR DIMENSION PLAN – SOUTH

NORTH

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

2 3 4

5

B1

D1

C1

A B

C D

OFFICE

415 A

B C

D

OFFICE

417 A

B C

D

OFFICE

419 A

B C

D

NOOK

421 A

B C

D

OFFICE

423 A

B C

D

OFFICE

425 A

B C

D

OFFICE

427 A

B C

D

OFFICE

429 A

B C

D

OFFICE

431 A

B C

D

CHAIR OFFICE

433 A

B C

D

STAFF

435 A

B C

D

ADMIN

435A A

B C

D

ADMIN

437A

A B

C D

OFFICE

420 A

B C

D

OFFICE

422 A

B C

D

OFFICE

424 A

B C

D

OFFICE

426 A

B C

D

OFFICE

428 A

B C

D

SERVICE

430

A B

C D

CONFERENCE (MD)

402

A B

C D

OFFICE

414 A

B C

D

OFFICE

412 A

B C

D

OFFICE

410 A

B C

D

OFFICE

408 A

B C

D

OFFICE

406 A

B C

D

OFFICE

404

A B

C D

LOUNGE

416

A B

C D

KITCHENETTE

416A

A B

C D

NORTH STAIR

4001

A B

C D

OFFICE

409 A

B C

D

OFFICE

407 A

B C

D

OFFICE

405 A

B C

D

OFFICE

403 A B

C D

MECHANICAL CHASE

4002

A B

C D

JANITOR

4003

A B

C D

ELEVATOR CORE

4004

A B

C D

CONFERENCE (MD)

434

A B

C D

CIRCULATION

400A

A B

C D

CIRCULATION

400B

A B

C D

CIRCULATION

400C

A B

C D

IDF

4005

A B

C D

STAFF

437 A

B C

D

CHAIR OFFICE

439

439437

406408410412414

424 426 428422420

431429427425423419417 433

403405407409

4005

4003

402A

402

434A

434

404

430

435

435A 437A

SF2-01 SF2-01SF2-01SF2-01SF2-01SF2-01SF2-01SF2-01SF2-01SF2-01SF2-01SF2-01 SF2-02 SF2-02

P6

P1 1

P11

P1 1

P2 P1 P 1 P1 P 1 P1 P 2

P1P1P 1P1P 1

P1

P2

P2

P11

P2

P1 P 1 P2

P2 P 1

P1

P1

P1 P 1 P1

P1

P9

P2

P9

P2

P9

P9

P1

P1

P2

F1 P1 P1 P 1

P7

P7

P7

P2 P7

P2

P2

P2

2 A502

1 A500

2 A500

E5 E5 E5

128

A857 9 3

A605

1

A250 10

A250 12

A250 11

A250 2

A250 9

A250 6

A251 9

A B

C D

LOBBY

401

1 A503

E6

E6

P2

P2P2 P2

E4

P2 A250 9

E6

P7

P7

A601 4

E4

PL1

E4

A250 9

P2

E5 E5

E6

150

150

A2 24

A2 2 2

A2 2 4

A2 2 2

FEC

AED FEC415

4001A

SF 1

SF 1

SF1

SF1

SF1

SF1

-12

-14

-3 0

-28

-34

-3 0

E9

E2

P2

F3

P2

F4

F1

F1

F1

A601 4

4 4

6

4001

6

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

35 :5

8 PM

A222

FOURTH FLOOR PLAN NORTH

MRDDWL

1400.0008/06/2014

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T AN

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C AD

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(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ FOURTH FLOOR PLAN – NORTH KEYNOTE LEGEND

128 PROVIDE GLASS RAILING AT 4TH FLOOR LIGHTWELLS 150 CONFERENCE ROOM CASEWORK, SEE DETAILS SHEET A830

NORTH

1

1

1

3

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

D

P

D

P

D

P

D

P

AVD

P

D

P

D

P

D

P

D

P

AV D

P

2 3 4

5

A1

B1

D1

C1

1

A2 25

A2 2 3

A2 25

A2 23

40′ – 0″ 40′ – 0″ 40′ – 0″ 40′ – 0″

30 ‘ –

0 ”

30 ‘ –

0 ”

5′ –

0″

3′ – 3″ 6′ – 9″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 12’ – 0″

12 ‘ –

1 0

1/ 2″

1′ –

9 1/

2″ 9’

– 0″

19 ‘ –

2 1

/2 ”

1′ – 3″

6′ – 0 1/2″ 18′ – 2″ 5′ – 7″ 10′ – 10″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 10″ 3′ – 8″ 22′ – 2″ 16′ – 6″ 22′ – 2″ 1′ – 1″ 2′ – 7″

3 1/

2″ 4′

– 9

1/ 2″

3′ –

4″ 3′

– 0″

8″

24′ – 4 1/2″

5 1/

2″ 5’

– 2″

12 ‘ –

1 1

/2 ”

12 ‘ –

1 1

/2 ”

5′ –

7 1/

2″

10′ – 11 1/2″ 10′ – 7″ 10′ – 9″ 10′ – 8″ 18′ – 6″ 8′ – 10″

4’ –

10 ”

24 ‘ –

1 0″

3′ – 6 1/2″ 10′ – 2″ 10′ – 3″ 5′ – 9 1/2″ 11′ – 0″ 10′ – 10″ 10′ – 10″ 11′ – 3″

3′ – 11 1/2″

1′ –

4″

10′ – 11″ 14′ – 4″ 13′ – 3 1/2″ 32′ – 5″ 13′ – 3″ 2′ – 1 1/2″

4′ –

0″

5 1/

2″ 4’

– 10

” 24

‘ – 1

0″

2′ – 8″

4′ – 5″

7′ – 0″

10 1

/2 ”

10′ – 0″10′ – 0″3′ – 9″

1′ – 9″

20′ – 0″ 10′ – 0″ 3′ – 3″ 12′ – 9″

C LR10

1′ – 1″ FOF

19′ – 8″.

3′ –

5″

FO F

7′ –

10 ”

1’ – 11 1/2″

4 4

4

4

4

EQ 11

‘ – 4

” EQ

EQ 2′ – 0″

EQ 6’ – 2 1/2″

EQ 11

‘ – 4

” EQ

EQ EQ

6′ – 9″

6′ – 5 1/2″10′ – 0″6′ – 5 1/2″ 10′ – 0″

6′ – 8 1/2″EQ

2′ – 0″

EQEQ EQ

5

66

ALIGN6

DIMENSION PLAN NOTES

UNLESS NOTED OTHERWISE DIMENSION ARE TO:

CENTERLINE OF GRID @ COLUMNS FACE OF MASONRY @ CONCRETE MASONRY WALLS FACE OF SHEATHING @ EXTERIOR SIDE OF EXT. FACE FACE OF STUD @ INTERIOR SIDE OF EXT. WALLS CENTERLINE OF WALL @ INTERIOR STUD WALLS

EXCEPTIONS ARE NOTED AS FOLLOWS:

FOS = FACE OF STUD FOM = FACE OF MASONRY FOF = FACE OF FINISH FAC = FINISH AT CORNER

DOOR OPENINGS NOT LOCATED BY DIMENSIONS TO BE AS FOLLOWS:

STUD WALL CONSTRUCTION: (VERIFY W/ ARCHITECT)

CENTER DOORS — CENTER DOORS ON WALLS OFFSET DOOR — 4″ CLEAR BETWEEN EDGE OF DOOR (COORDINATE

w/ HARDWARE) AND FACE OF WALL

ALL MASONRY DIMENSIONS ARE NOMINAL.

COORDINATE DIMENSIONS INDICATED WITH AN ASTERISK (*) WITH ACTUAL METAL PANEL LAYOUTS, FOR PANEL WIDTH, TO BE NOMINAL FULL WIDTH.

TYPICAL FLOOR OUTLET. REFER TO ELECTRICAL AND SPECIAL SYSTEMS LAYOUTS FOR DEVICE TYPE.

6 AV D

P

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

2/ 2/

20 15

9 :5

4: 38

A M

A223

DIMENSIONED FOURTH FLOOR PLAN NORTH

MRDDWL

1400.0008/06/2014

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D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1’-0″ FOURTH FLOOR DIMENSION PLAN – NORTH

NORTH

1

FLOOR OUTLET LOCATIONS ADDED TO PLANS

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

DN

5 6 7 8 9 10

A1

B1

D1

455453451449447445443441439437

499 498 497 495 493 491 489 487 485 483 481 479 477 475 473

470468466464462460456454452450448446444442440

488 486 484 482 480 478 476 474

459 463 465 467 469 471461

490 4010

A B

C D

CHAIR OFFICE

439 A

B C

D

OFFICE

441 A

B C

D

OFFICE

443 A

B C

D

OFFICE

445 A

B C

D

OFFICE

447 A

B C

D

OFFICE

449 A

B C

D

OFFICE

451 A

B C

D

OFFICE

453 A

B C

D

OFFICE

455 A

B C

D

NOOK

457 A

B C

D

OFFICE

459 A

B C

D

OFFICE

461 A

B C

D

OFFICE

463 A

B C

D

OFFICE

465 A

B C

D

OFFICE

467 A

B C

D

OFFICE

469 A

B C

D

OFFICE

471

A B

C D

SOUTH STAIR

4011

A B

C D

NOOK

472

A B

C D

OFFICE

470 A

B C

D

OFFICE

468 A

B C

D

OFFICE

466 A

B C

D

OFFICE

464 A

B C

D

OFFICE

462 A

B C

D

OFFICE

460

A B

C D

NOOK

458

A B

C D

OFFICE

456 A

B C

D

OFFICE

454 A

B C

D

OFFICE

452 A

B C

D

OFFICE

450

A B

C D

OFFICE

448 A

B C

D

OFFICE

446 A

B C

D

OFFICE

444 A

B C

D

OFFICE

442

A B

C D

SERVICE

440

A B

C D

CONFERENCE (MD)

434

A B

C D

OFFICE

499 A

B C

D

OFFICE

498 A

B C

D

OFFICE

497 A

B C

D

OFFICE

495 A

B C

D

OFFICE

493 A

B C

D

OFFICE

491 A

B C

D

OFFICE

489 A

B C

D

OFFICE

487 A

B C

D

OFFICE

485 A

B C

D

OFFICE

483 A

B C

D

OFFICE

481 A

B C

D

OFFICE

479 A

B C

D

OFFICE

477 A B

C D

OFFICE

475 A

B C

D

OFFICE

473

A B

C D

CIRCULATION

400C

A B

C D

M RESTROOM

4006

A B

C D

W RESTROOM

4007

A B

C D

SHOWER

4008

A B

C D

MECHANICAL CHASE

4009 A B

C D

ELECTRICAL

4010 A

B C

D

OFFICE

490 A

B C

D

OFFICE

488 A B

C D

OFFICE

486 A

B C

D

OFFICE

484 A

B C

D

OFFICE

482 A

B C

D

OFFICE

480 A

B C

D

OFFICE

478 A

B C

D

OFFICE

476

A B

C D

OFFICE

474

SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01 SF2-01

SF2-01SF2-01SF2-01

SF2-02

P1

P7

P7

P7

P1 P1

P1 P1 P1 P1 P 1

P1 P 1

P2

P2

P1P1P 1P1P1

P2 P2

P1P1P 1P1P1P 1

P1P1P 2

P1

P1 P1 P 1

P1 P 1 P1 P1 P 1 P1 P1 P1 P

1

P1

P2

P2P2 P2

P2 P2

P2

P1 P1 P 1

P1

P1 P 1

P1 P1 P1 P 2 P2 P1 P1 P1 P 1 P1 P1

E8

1 A501

1 A502

1 A500

2 A500

E5E5E5 E5

E5

E5 A654 1

2 A501

4011

A250 3

A250 8

A250 12

A251 11

A B

C D

CIRCULATION

400DPL1

P1 1

PL 2

PL 2

P1 1

PL1

E4

PL1

P1 P2 P2A250

9 P2 P2

E4

4006 4007 4008

E6

A250 8

A250 8

A250 12

A250 12

A250 8 P2

P6

P6

A600 4

150

A2 24

A2 2 2

A2 2 4

A2 2 2

FE

FEC

AED FEC

SF 1

SF 1

SF1

F4

CT-3

-3 0

-3 0

-34 E2 E8

E8

P6

E2

E2

F4

F1

F1

FEC

FEC

4

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

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NORTH

KEYNOTE LEGEND 150 CONFERENCE ROOM CASEWORK, SEE DETAILS SHEET A830

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

5 6 7 8 9 10

A1

B1

D1 A2

25 A2

2 3 A2

25 A2

23

30 ‘ –

0 ”

35 ‘ –

0 ”

40′ – 0″ 40′ – 0″ 40′ – 0″ 40′ – 0″ 23′ – 0″

18′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 10′ – 0″ 4’ – 3″

12 ‘ –

0 ”

2′ –

1 1/

2″

10′ – 0″ 10′ – 0″ 9″ 2′ – 6″

6′ – 0″ 6′ – 10 1/2″ 10′ – 11″ 10′ – 11″ 10′ – 11″ 11′ – 0″ 10′ – 11″ 10′ – 11″ 11′ – 1″ 10′ – 8″ 8′ – 9 1/2″

10′ – 10″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 10″ 9′ – 8″ 10′ – 10″ 10′ – 9 1/2″ 10′ – 9″ 10′ – 9″ 10′ – 9″ 10′ – 10″ 9′ – 1 1/2″

12′ – 3″ 10′ – 10″ 10′ – 10″

3′ – 4 1/2″

1′ –

5″

11′ – 3″ 10′ – 10″ 10′ – 10″ 10′ – 10″ 10′ – 11″ 10′ – 11″ 9′ – 8″ 11′ – 0″ 10′ – 10″ 11′ – 2″ 10′ – 10″

1′ –

6″

10′ – 11″ 10′ – 10″

5 1/

2″ 5’

– 2″

12 ‘ –

1 1

/2 ”

12 ‘ –

1 1

/2 ”

5′ –

7 1/

2″

5’ –

2″ 12

‘ – 1

1 /2

” 12

‘ – 1

1 /2

18′ – 3″

1′ –

6 1/

2″

4′ – 9″ 16’ – 1 1/2″

12 ‘ –

7 ”

FO S

13 ‘ –

5 1

/2 ”

FOS 18′ – 6 1/2″

12′ – 6 1/2″

4

4

5

5

ALIGN 6

DIMENSION PLAN NOTES

UNLESS NOTED OTHERWISE DIMENSION ARE TO:

CENTERLINE OF GRID @ COLUMNS FACE OF MASONRY @ CONCRETE MASONRY WALLS FACE OF SHEATHING @ EXTERIOR SIDE OF EXT. FACE FACE OF STUD @ INTERIOR SIDE OF EXT. WALLS CENTERLINE OF WALL @ INTERIOR STUD WALLS

EXCEPTIONS ARE NOTED AS FOLLOWS:

FOS = FACE OF STUD FOM = FACE OF MASONRY FOF = FACE OF FINISH FAC = FINISH AT CORNER

DOOR OPENINGS NOT LOCATED BY DIMENSIONS TO BE AS FOLLOWS:

STUD WALL CONSTRUCTION: (VERIFY W/ ARCHITECT)

CENTER DOORS — CENTER DOORS ON WALLS OFFSET DOOR — 4″ CLEAR BETWEEN EDGE OF DOOR (COORDINATE

w/ HARDWARE) AND FACE OF WALL

ALL MASONRY DIMENSIONS ARE NOMINAL.

COORDINATE DIMENSIONS INDICATED WITH AN ASTERISK (*) WITH ACTUAL METAL PANEL LAYOUTS, FOR PANEL WIDTH, TO BE NOMINAL FULL WIDTH.

TYPICAL FLOOR OUTLET. REFER TO ELECTRICAL AND SPECIAL SYSTEMS LAYOUTS FOR DEVICE TYPE.

6 AV D

P

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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NORTH

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

J

J

2 3 4 5

B1

D1

C1

2 A502

A B

C D

AIR HANDLER UNITS

510

510

117

1 1

A503

P7

P7

P7

E6 E4E6

E3

A231 2

A230 7

E3

A230 2

169

169

169 169

169 169

160 160

160

159

129

168

3 G013

FEC

3/8 ” /

12 ”

1/2″ / 12″

3/ 8″

/ 12

3/8″ / 12″

3/8″ / 12″

3/8″ / 12″1/4″ / 12″

TOR – 61′ – 10 3/4″

TOP – 64′ – 4″

A230 2

TOR – 61′ – 10 1/4″

TOR – 62′ – 6 3/4″

TOP – 64′ – 5″

DRAIN – 61′ – 1″

3/8″ / 12″

3/8″ / 12″

TOR – 62′ – 9 3/4″TOR – 63′ – 0 3/4″

TOP – 64′ – 7″

TOR – 63′ – 4 3/4″

TOR – 63′ – 2 3/4″ TOR – 62′ – 5 1/4″

3 A232

A620 6A601

6

18′ – 11″ 8′ – 4″ 1′ – 11″ 8′ – 4″

E3

CT-3

P5

12 A455

8 A456

8 A456

8 A456

ROOF PLAN NOTES

ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

CONTRACTOR TO COORDINATE EXACT LOCATION OF ROOF DRAINS AND ASSOCIATED OPENINGS

SEE MECHANICAL AND PLUMBING DRAWINGS FOR ROOF MOUNTED EQUIPMENT AND MECHANICAL EQUIPMENT CURBS. MAINTAIN CLEARANCE REQUIRED FOR

EQUIPMENT.

SLOPES WHERE NOTED ARE MINIMUM. MINIMUM SLOPES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

MAIN ROOF SURFACES: 1/4″ / FT ROOF CRICKETS: 1/4″ / FT

ALL ROOF PENETRATIONS SHALL BE WATERTIGHT. ROOF MEMBRANE SHALL LAP ONTO CANTS. PROVIDE SEALANT AND FLASHING AS REQUIRED.

1.

2.

3.

4.

5.

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 28/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 28

/2 01

4 3:

07 :5

7 PM

A226

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117 ROOF DRAIN WITH OVERFLOW DRAIN 129 ROOF WALKWAY PADS 159 ROOF HATCH, ON SHEET A232 160 MECHANICAL LOUVERS, SEE MEP DRAWINGS 168 PAINTED STEEL TUBE RAILING PER OSHA REQUIREMENTS, EXTEND

MINIMUM 3′-0″ BEYOND SKYLIGHT OPENING 169 FALL ARREST DAVITS, SEE DETAILS 2/A230

NORTH

1

1

1

1

3

3

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14

 

 

J

J

5 6 7 8 9 10

B1

D1

1 A501

1 A502

2 A500

2 A501

A B

C D

AIR HANDLER UNITS

510

510A

129

A230 7

A230 7

E4

169

169

169 169 169 169

169

169

160

160 160

E3

E3

F1

E3

1 G012

1 G012

1 G012

2 G012

2 G012

E3

TOP – 64′ – 7″

A230 27/8″ / 12″

7/8″ / 12 ”

5/ 8″

/ 12

R2

R2

DRAIN – 61′ – 1″

8 A230

8 A230

A601 6

FEC

117

12 A455

8 A456

8 A456

8 A456

3/8″ / 12″

TOR – 62′ – 10 3/4″

TOP – 64′ – 7″

TOR – 62′ – 6 3/4″

TOR – 62′ – 6 3/4″ TOR – 62′ – 6 3/4″

TOR – 62′ – 6 3/4″

TOR – 62′ – 7″

TOR – 62′ – 8 3/4″

TOP – 64′ – 7″

3/8″ / 12″

3/8″ / 12″

DRAIN – 61′ – 1″

TOR – 62′ – 8 3/4″

TOP – 64′ – 7″

TOR – 62′ – 10 3/4″

TOP – 64′ – 7″

4

ROOF PLAN NOTES

ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

CONTRACTOR TO COORDINATE EXACT LOCATION OF ROOF DRAINS AND ASSOCIATED OPENINGS

SEE MECHANICAL AND PLUMBING DRAWINGS FOR ROOF MOUNTED EQUIPMENT AND MECHANICAL EQUIPMENT CURBS. MAINTAIN CLEARANCE REQUIRED FOR

EQUIPMENT.

SLOPES WHERE NOTED ARE MINIMUM. MINIMUM SLOPES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

MAIN ROOF SURFACES: 1/4″ / FT ROOF CRICKETS: 1/4″ / FT

ALL ROOF PENETRATIONS SHALL BE WATERTIGHT. ROOF MEMBRANE SHALL LAP ONTO CANTS. PROVIDE SEALANT AND FLASHING AS REQUIRED.

1.

2.

3.

4.

5.

FLOOR PLAN NOTES 1. ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

2. FOR ACOUSTIC AND PRIVACY PURPOSES, ALL INTERIOR PARTITION WALLS AND INSULATION (INCLUDING PLUMBING CHASES) SHALL EXTEND TO UNDERSIDE OF DECK ABOVE UNLESS NOTED OTHERWISE.

3. FIRE EXTINGUISHERS (FE): 2-A:10-B:C ON WALL HOOK. LOCATE ALONG NORMAL PATHS OF EGRESS, ADJACENT TO EGRESS DOORS WHEN PLACED INSIDE OF ROOM. TO BE CLEARLY IDENTIFIED WITH APPROVED SIGNAGE. IFC 906.3

4. FIRE EXTINGUISHERS IN CABINET (FEC): FIRE EXTINGUISHER (4-A:60-B:C) IN NON-LOCKABLE CABINET.

5. ALL GLAZING WITHIN 24 INCHES OF A DOOR SHALL BE TEMPERED GLASS.

FLOOR PLAN LEGEND DENOTES FLOOR, ROOF, CEILING OR WALL TYPE. REFER TO SHEET A240, A241, A242, A243, A244, A245, A246 FOR ADDITIONAL INFORMATION.

DENOTES STOREFRONT OR OPENING TYPE. SEE A700, A701, A702, A703 AND A704 FOR OPENING TYPES AND SCHEDULE.

FIRE EXTINGUISHER, LOCATE ADJACENT TO HINGE SIDE OF DOOR INSIDE ROOM, TYP. FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

P13

#1

FE

FEC

AED

KNOX BOX

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

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1/8″ = 1′-0″ PENTHOUSE LEVEL SOUTH

NORTH

KEYNOTE LEGEND 117 ROOF DRAIN WITH OVERFLOW DRAIN 129 ROOF WALKWAY PADS 160 MECHANICAL LOUVERS, SEE MEP DRAWINGS 169 FALL ARREST DAVITS, SEE DETAILS 2/A230

1

1

1

1

1

1

11

3

3

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14

 

 

3 4 5 6 7

B1

D1

2 A502

1 A500

3 A456

3 A456

5 A456

5 A456

1 A4561

A456

1 A456

3/8″ / 12″ 3/8″ / 12″ 228

109

TOP – 64′ – 7 1/2″ TOP – 82′ – 8 1/2″

TOR – 79′ – 6″ TOR – 81′ – 8 1/4″

TOP – 82′ – 8 1/2″

TOR – 79′ – 4 1/4″

100

100

100

100

R1

108108

160160

129

4 A230

4 A230

ROOF PLAN NOTES

ALL KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE.

CONTRACTOR TO COORDINATE EXACT LOCATION OF ROOF DRAINS AND ASSOCIATED OPENINGS

SEE MECHANICAL AND PLUMBING DRAWINGS FOR ROOF MOUNTED EQUIPMENT AND MECHANICAL EQUIPMENT CURBS. MAINTAIN CLEARANCE REQUIRED FOR

EQUIPMENT.

SLOPES WHERE NOTED ARE MINIMUM. MINIMUM SLOPES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

MAIN ROOF SURFACES: 1/4″ / FT ROOF CRICKETS: 1/4″ / FT

ALL ROOF PENETRATIONS SHALL BE WATERTIGHT. ROOF MEMBRANE SHALL LAP ONTO CANTS. PROVIDE SEALANT AND FLASHING AS REQUIRED.

1.

2.

3.

4.

5.

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

7: 22

A M

A228

PENTHOUSE ROOF PLAN

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G (#

0 9.

60 0.

14 1)

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S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/8″ = 1′-0″ PENTHOUSE ROOF PLAN

NORTH

KEYNOTE LEGEND 100 EXTERIOR PARTITION AND CLADDING SYSTEM (SEE A240 EXTERIOR

WALL ASSEMBLY TYPES) 108 EXISTING PARKING GARAGE 109 MECHANICAL CHASE 129 ROOF WALKWAY PADS 160 MECHANICAL LOUVERS, SEE MEP DRAWINGS 228 RIDGE LINE

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

1′ –

2″

ALUMINUM FRAMED SLOPED SKYWINDOW WITH 1″ INSULATED GLAZING

5/8″ GYPSUM BOARD ON 6″ X 16 GA. STUDS AT 16″ O.C. WITH R-19 BATT INSULATION

ALUMINIM PERIMETER’ FLASHING WITH DRIP EDGES

SINGLE=PLY MEMBRANES UP TO SKYWINDOW ON 3/4″ EXTERIOR GRADE PLYWOOD

ROOF OPENING PERIMETER STEEL CHANNELS. REFER TO STRUCTURAL DRAWINGS 3-5/8″ METAL STUDS WALL OPENING FRAME AT 16″ O.C.

SKYWINDOW GUTTER

RIGID INSULATION BOARD ON METAL ROOF DECKS

8 1/

8″

NOTE: SKYLIGHT FRAMING SHALL BE NON-COMBUSTIBLE PER IBC 2405.4. REFER TO SPEC. SECTION 08 63 00, 1.2 G.”

3

MEMBRANE PIPE JACKET WITH BASE FLASHING BOND TO ROOF MEMBRANE AND TURN TOP DOWN INTO PIPE MIN. 2″ BY ROOF MFG.

18″ SQ. BASE FOR 4″ VENT 20″ SQ. BASE FOR 6″ VENT 24″ SQ. BASE FOR 8″ VENT

SINGLE-PLY ROOF MEMBRANE ON 1/2″ ROOF COVER BOARD ON RIGID INSULATION BOARD ON METAL DECK.

VENT PIPE – REFER TO PLUMBING DRAWINGS FOR SIZE AND LOCATION.

12 ” M

IN .

2″ M

IN .

5/8″ EXTERIOR GRADE GYPSUM BOARD SHEATHING ON 6″ METAL STUDS AT 16″ O.C.

SINGLE-PLY MEMBRANES ON WALL UP TO CAP.

SINGLE-PLY MEMBRANE BASE AND CANT FLASHING.

SINGLE-PLY MEMBRANE ON 1/2″ PROTECTION BOARD ON RIGID INSULATION BOARD ON METAL ROOF DECK.

EXTERIOR PANEL ON MOISTURE BARRIER MEMBRANE ON 5/8″ GYPSUM SHEATHING

1′ – 8″.

2 X ‘D’ (REFER TO ROOF PLAN)2 X ‘D’ (REFER TO ROOF PLAN)

REFR TO PLUMBING REFER TO PLUMBING

AS SE

M BL

Y R

EF ER

T O

R O

O F

CONTRACTOR SHALL VERIFY REQUIRED ROOF DRAIN TYPES AND MAKES WITH THE PLUMBING DRAWINGS, WHICH SHALL GOVERN.

TAPER TO SLOPE AND FUNNEL TOWARD DRAIN.

DRAIN ASSEMBLY WITH STEEL EXTENSIO (HEIGHT) SLEEVE AND UNDERDECK COLLAR WITH CLAMPS. TOP OF EXTENSION PIPE MAX. 2″ ABOVE ROOF. METAL DOME WITH SLOTTED HOLES.

2″ M

AX . RIGID INSULATION BOARD

REFER TO ROOF ASSMEBLY.

ROOF MEMBRANE. REFER TO ROOF ASSEMBLY.

ROOF DECK. REFER TO STRUCTURAL.

3/4″ DIA. STAINLESS STEEL EYE BOLT OR U-BAR WELDED TO CAP

3-1/2″ DIAMETER GALV. STEEL STANCHION WITH BASE PLATE AND CAP

PRESSURE GROUMENT SEAL

STACKJACK FLASHING

SINGLE-PLY MEMBRANE ON 1/2″ PROTECTION BOARD ON (R-30) RIGID INSULATION BOARD ON METAL ROOF DECK.

WELD STEEL STANCHION BASE PLATE TO STRUCTURE ROOF FRAMING

M IN

. 8 /

M AX

. 1 2″

M IN

. 1′

– 6″

ESCUTCHEON PLATE

CAST BRONZE BODY DOWNSPOUT NOZZLE WITH FLANGE. APPLY FULL BEAD SEALANT TO BACK FLANGE AND SECURE IN-PLACE WITH (3) MOUNTING HOLES TO CONCRETE WALL.

HOLE THROUGH PRECAST PANEL. PACK WITH MINERAL WOOL. APPLY SEALANT EACH SIDE

CONTINUOUS SEALANT ALL AROUND. INTERIOR AND EXTERIOR.

ROOF OVERFLOW DRAIN PIPE – SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION ESCUTCHEON PLATE

OVERFLOW NOZZLE WITH FLANGE.

MAXIMUM THROUGH WALL CORE OR SLEEVE FOR OVERFLOW PIPE CONNECTION. REFER TO PLUMBING DRAWINGS FOR PIPE SIZE AND LOCATION

CONCRETE WALL

SEE EXTERIOR ELEVATION FOR LOCATIONS

TO P

O F

C U

R B

TO C

EN TE

R O

F N

O ZZ

LE

1′ –

4″ T

YP

TOP OF CURB

4″ CMU VENEER, 1″ AIR SPACE AND 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

CAST BRONZE BODY DOWNSPOUT NOZZLE WITH FLANGE. APPLY FULL BEAD SEALANT TO BACK FLANGE AND SECURE IN-PLACE WITH (3) MOUNTING HOLES TO CONCRETE WALL.

SEALANT

FI N

IS H

F LO

O R

T O

C EN

TE R

O F

N O

Z Z LE

1′ –

0″ M

AZ

1/ 2″

WEEP HOLES AT 16″ O.C.

CONTINUOUS 20 GA. GALV. FLASHING WITH DRIP

5″

NON-INSULATED METAL WALL PANEL SYSTEM ON CONTINUOUS 3″ WIDE X 16 GA. GALV. METAL FLAT HORIZONTAL BAR ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 16 GA. METAL FRAMED STUDS AT 16″ O.C. REFER TO PLANS FOR WALL TYPES

METAL DRAINABLE LOUVER WITH INSECT SCREEN

R-19 (MIN. 6″) BATT INSULATION

16 GA. HEADER STUDS, (2) 6″ STUDS ON 6″ TRACKS TOP AND BOTTOM. PACK BATT INSULATION6″

18 GA. GALV. METAL CHANNEL FURRING

BASE FLASHING

METAL DRAINABLE LOUVER WITH INSECT SCREEN

16 GA. X CONT. GALV. METAL SILL FLASHING WITH ENDS TURN UP / SOLDERED

RUN SINGLE-PLY MEMBRANE UP TO BOTTOM OF LOUVER. PROVIDE ADDITION MEMBRANE AS FLASHING

1/2″ EXTERIOR GRADE PLYWOOD

5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

6″ X 16 GA. FRAMED STUDS AT 16″ O.C. WITH R19 BATT INSULATION

2″

4″

6″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 28/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 28

/2 01

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A230

ROOF DETAILS

MRDDWL

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100% CD PHASE 2

1 1/2″ = 1′-0″ SKYLIGHTS1

1 1/2″ = 1′-0″ THRU ROOF VENT STACK5

3″ = 1′-0″ ROOF FLASHING AT PARAPET/ WALL10 6″ = 1′-0″

ROOF & OVERFLOW DRAINS7

1 1/2″ = 1′-0″ FALL ARREST – FLAT ROOF2

3″ = 1′-0″ OVERFLOW NOZZLE SECTION9 3″ = 1′-0″

OVERFLOW NOZZLE ELEVATION6 3″ = 1′-0″ OVERFLOW NOZZLE AT PLANTER3

3″ = 1′-0″ PENTHOUSE VENT HEADER4

1

1

3″ = 1′-0″ PENTHOUSE VENT / ROOF FLASHING8

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14

 

 

2

E5

E5

E6

4 A231

1 A231

LINE OF EXISTING GARAGE STAIR/ ELEVATOR TOWER ROOF TO BE REMOVED

LINE OF EXISTING GARAGE STAIR/ ELEVATOR TOWER ROOF TO BE REMOVED

NEW GUTTER

1/ 2″

/F T

1/2″/FT

NEW GUTTER

OPEN END OF GUTTER WITH SPOUT

OPEN END OF GUTTER WITH SPOUT

5 A231

5 A231

5 A231

SKYWINDOW

SAFETY GUARDRAILS

ROOF SERVICE PADS

ROOF HATCH 30″ X 96″

SKYWINDOW

14 ‘ –

0 ”

2″

1 A231

SIM.

6 A2313

A232

E6

E4

E4

SAFETY GUARD

1

6 A232

3 A231

SLOPE SKYLIGHT 3/8″ PER FOOT

ALUMINUM FRAMED SKYWINDOW WITH 1″ INSULATED GLAZING

ALUMINIM PERIMETER FLASHING WITH DRIP EDGES

TOP OF PARAPET 63’ – 6″

EXISTING OVERHANG ROOF (REMOVED) AS SHOWN

NEW 16 GA. GALV. METAL GUTTER BOX. SEE ENLARGED PLAN FOR DRAINAGE AND SLOPE.

TABLE 602 FIRE SEPARATION DISTANCE LINE

EXISTING STAIR TOWER ROOF STRUCTURE REMAINS

ROOF FRAMING INFILLED

GUTTER ANGLE SUPPORT SHELF

1-HOUR RATED WALL WITH 1″ TYPE ‘X’ GYPSUM BOARD ON 6″ X 16 GA. STUDS AT 16″ O.C. AND (1) LAYER OF 5/8″ TYPE ‘X’ GYPSUM BOARD

SKYWINDOW FLASH

18 GA. PREFINISHED METAL FLASHING

SINGLE-PLY ROOFING

EXISTING GARAGE CURTAINWALL REMAINS

LINE OF EXISTING GARAGE STAIR TOWER STRUCTURAL WALL

EXISTING STRUCTURE

EXTEND MOISTURE BARRIER MEMBRANE TO LEVEL 1

R-19 BATT INSULATION IN STUDS, FULL HEIGHT WALL

5/8″ TYPE ‘X’ GYPSUM BOARD ON METAL STUDS

ALUMINUM FRAMED SKYWINDOW WITH GUTTER

EXISTING METAL SOFFIT

NEW INFILLED WALL, 1-HR RATED WALL

E5 E4 1 1

L O

W P

O IN

T

12 ” M

IN .

4

4

LINE OF EXISTING GARAGE STAIR TOWER STRUCTURAL WALL

EXISTING METAL SOFFIT

NEW INFILLED WALL, 1-HR RATED WALL

TOP OF PARAPET 63′ – 6″

NEW 16 GA. GALV. METAL GUTTER BOX. SEE ENLARGED PLAN FOR DRAINAGE AND SLOPE.

TABLE 602 FIRE SEPARATION DISTANCE LINE

EXISTING STAIR TOWER ROOF STRUCTURE REMAINS

ROOF FRAMING INFILLED

EXISTING STRUCTURE

REMOVE EXISTING GARAGE TOWER ROOF OVERHANG AS SHOWN

SINGLE-PLY MEMBRANE ON PARAPET WALL, UP TO CAP FLASHING AT TOP.

STRUCTURAL STEEL BEAM – REFER TO STRUCTURAL DRAWINGS

E5 E4

1 1

4

GUTTER ANGLE SUPPORT SHELF

4

TOP OF PARAPET 63′ – 6″

TABLE 602 FIRE SEPARATION DISTANCE LINE

2-HOUR RATED WALL WITH 1″ TYPE ‘X’ GYPSUM BOARD ON 6″ X 16 GA. STUDS AT 16″ O.C. AND (2) LAYERS OF 5/8″ TYPE ‘X’ GYPSUM BOARD

SKYWINDOW FLASH

18 GA. PREFINISHED METAL FLASHING

EXTEND MOISTURE BARRIER MEMBRANE TO LEVEL 1

R-19 BATT INSULATION IN STUDS, FULL HEIGHT WALL

METAL PANEL

E8

SKYWINDOW – SLOPE 3/8″ PER FT.

.125″ SKYWINDOW PREFINISHED METAL CAP FLASHING WITH DRIP

SINGLE-PLY MEMBRANE ON 3/4″ EXTERIOR GRADE PLYWOOD ON 6″ X 16 GA. METAL STUDS AT 16″ O.C. RUN MEMBRANES UP TO CAP

SKYWINDOW ALUMINUM FRAME WITH GUTTER

VA R

IE S

12 ” M

IN .

5″

5/8″ TYPE ‘X’ GYPSUM BOARD

7″

1/ 2″

SINGLE-PLY MEMBRANE ON 3/4″ EXTERIOR GRADE PLYWOOD 6″ X 16 GA. METAL STUDS WITH FULL BATT INSULATION

5/8″ TYPE ‘X’ GYPSUM BOARD

ROOF STRUCTURAL SYSTEM WITH OPENINGS – REFER TO STRUCTURAL DRAWINGS FOR DETAILS AND LOCATION

SINGLE-PLY MEMBRANE ON 1/2″ PROTECTION BOARD ON R-30 (MIN 5″) RIGID INSULATION BOARD ON METAL ROOF DECKS

3/4″ PLYWOOD TOP STRIP

SKYWINDOW – SLOPE TO MATCH EXISTING ROOF OF STAIR / ELEVATOR TOWER

.125″ SKYWINDOW PREFINISHED METAL CAP FLASHING

3′ –

6″

TY P.4″

2″ STEEL PIPE POWDER COATED 2″ STEEL PIPE POST – POWDER COATED

1″ STEEL PIPE BETWEEN POSTS – POWDER COATED

JACKET AROUND POST

MOUNT POST TO ROOF STRUCTURE

5″

A232 2

1

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

01 :0

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A231

ROOF DETAILS

MRDDWL

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100% CD PHASE 2

1/4″ = 1′-0″ TOP VIEW OF ROOF2

1 1/2″ = 1′-0″ SKYWINDOW SECTION1 1 1/2″ = 1′-0″

GARAGE TOWER3

1 1/2″ = 1′-0″ SKYWINDOW AT SIDE4 1 1/2″ = 1′-0″

SKYWINDOW AT SIDE END5 1 1/2″ = 1′-0″ SKYWINDOW DETAIL6

1

1

1

4

4

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

SAFETY GUARDRAIL WITH SWING OUT GATE

MIN. 5″

M AX

. 9

1/ 2″

PLUS TREAD DEPTH 8 1/2″ MIN. PROJECTION

1′ – 0″

PERIMETER GASKET

COVER

COVER LINER

LIFT MECHANISM

PERIMETER FRAME WITH INSULATION

CURB FLASHING 14 GA. X 12″ STEEL BUILT-UP CURB FRAME WITH INSULATION

METAL SHIP LADDER WITH SAFETY TREADS

AB O

VE R

O O

F 12

” M IN

METAL NON-SLIP I-BAR GRATINGS ON METAL PERIMETER CHANNEL FRAMES WITH METAL TUBE STANTIONS 2″ SQUARE ON METAL 4″ SQUARE BASE. KEEP PLATFORM LEVEL WHERE ROOF SLOPES TOWARD DRAINS

NEOPRENE ROOF MEMBRANE PROTECTION FOOT PADS

3″

1″ CLEAR

12 ” M

IN . A

B O V E

R O

O F

SEE DETAIL 8/A455 FOR ACM FLASHING DETAILS BEYOND WINDOW

SEE ROOF PLAN FOR HATCH OPENING SIZE

ANCHOR TABS

LOCK STRIKE AND PADLOCK HASP

METAL SHIP LADDER WITH SAFETY TREADS

PERIMETER GASKET

SLAM LATCH

COVER

INSULATION COVER LINER

LIFT MECHANISM

PERIMETER FRAME WITH INSULATION

CURB FLASHING

14 GA. X 12″ STEEL BUILT-UP CURB FRAME WITH INSULATION

AB O

VE R

O O

F M

IN . 1

2″

SAFETY GUARDRAIL WITH SWING OUT GATE

TREAD WIDTH

1′ – 8″

PIPE HAND RAILS

FIREPROOFING COAT

POST SUPPORT

METAL CORNER BRACKETS

SELF CLOSING GATE

METAL GATE HINGE

FIBERGLASS REINFORCED POLYMER YELLOW, UV RESISTANT AND FIRE RETARDANT.

M IN

. 4 2″

ROOF HATCH – SEE PLAN FOR SIZE

NOTE: HATCH RAILING SYSTEM SHALL COMPLY WITH IMC 2009, SEC 306.5.1.

2″ DIAMETER GALV. STEEL GUARDRAIL POST. POWERED COAT

PRESSURE GROUMENT SEAL

STACKJACK FLASHING

SINGLE-PLY MEMBRANE ON 1/2″ PROTECTION BOARD ON (R-30) RIGID INSULATION BOARD ON METAL ROOF DECK.

FULL WELDED PIPE TO STANCHION BASE PLATE AND (2) 1/2″ MB TO STRUCTURE ROOF FRAMING

STRUCTURAL STEEL BEAM OR CHANNEL – REFER TO STRUCTURAL FOR SIZE AND LOCATION

1″ GALV. STEEL PIPE WELDED TO POST

8′ – 3″

ROOFTOP ACCESSIBLE STOREFRONT WINDOW SWING OUT RAISED METAL OPEN GRATE PLATFORM

NOOK 357

4′ –

0″

7 A232

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

01 :1

4 PM

A232

ROOF DETAILS

MRDDWL

1400.0008/06/2014

ST U

D EN

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0. 14

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AZ 8

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100% CD PHASE 2

1″ = 1′-0″ ROOF HATCH AND LADDER SECTION3

1 1/2″ = 1′-0″ PLATFORM SECTION7

1″ = 1′-0″ ROOF HATCH AND LADDER ACCESS6 1 1/2″ = 1′-0″

ROOF HATCH SAFETY9

1

1

1

1 1/2″ = 1′-0″ GUARDRAIL AT ROOF2

1/2″ = 1′-0″ THIRD FLOOR TO ROOF ACCESS1

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

* NON-RATED, NON-COMBUSTIBLE * PROTECTION OF OPENINGS NOT REQUIRED * NON-BEARING WALL

BRIDGING AT 48″ O.C. THRU STUDS TYPICAL

• 4″ CMU BLOCK VENEER • 1″ AIR SPACE • 2″ CONTINUOUS RIGID

INSULATION MIN R-10 • WATERPROOF MEMBRANE • 5/8″ TYPE ‘X’ GLASS MAT

GYPSUM BOARD SHEATHING • 6″ METAL STUDS (STRUCTURAL

PER TESTED ASSEMBLY) • R-19 BATT INSULATION • 5/8″ TYPE ‘X’ GYPSUM BOARD • INTERIOR FINISH

NON-COMBUSTIBLE CONSTRUCTION

MIN. R-33 1′ – 2″

EXTERIOR WALL ASSEMBLY

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

• ONE LAYER 1″X24″ PROPRIETARY TYPE X GYPSUM PANEL INSERTED BETWEEN 6″ FLOOR AND CEILING RUNNERS WITH T SECTION OF 6″ STEEL C-T STUDS BETWEEN PANELS

• ONE LAYER 5/8″ TYPE X GYPSUM WALLBOARD

EXTERIOR WALL ASSEMBLY

• ONE LAYER 5/8″ TYPE X GYPSUM WALLBOARD

• 2-1/2″ METAL STUDS • R-8 BATT INSULATION • WIRE MESH

F4 – THERMAL INSULATED WHERE NOTED

1-HOUR RATED SHAFT ENCLOSURE

SHAFTWALL STC – 49 – 55 GA FILE NO. WP6800

• R-19 MINERAL OR GLASS FIBER INSULATION

• C-T STUD

MIN. R-30 1′-0″

• AIR SPACE

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

• ONE LAYER 1″X24″ PROPRIETARY TYPE X GYPSUM PANEL INSERTED BETWEEN 6″ FLOOR AND CEILING J RUNNERS WITH T SECTION OF 6″ STEEL C-H OR C-T STUDS BETWEEN PANELS.

EXTERIOR WALL ASSEMBLY

• BASE LAYER 1/2″ TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO STUDS WITH 1″ TYPE S DRYWALL SCREWS 24 O.C. FACE LAYER 1/2″ TYPE X GYPSUM WALLBOARD APPLIED AT PARALLEL TO STUDS W/ 1-5/8″ TYPE S DRYWALL SCREWS AT 12″ O.C.

INTERIOR WALL ASSEMBLY

2-HOUR RATED SHAFT ENCLOSURE

UL DESIGN U428 SHAFTWALL

STC – 54 – 59 GA FILE NO. WP7051

• C-T STUD • R-19 MINERAL OR GLASS FIBER INSULATION

• ONE LAYER 5/8″ TYPE X GYPSUM WALLBOARD

• 2-1/2″ METAL STUDS • R-8 BATT INSULATION • WIRE MESH

F4 – THERMAL INSULATED WHERE NOTED

• AIR SPACE

MIN. R-30 1′ – 0 1/8″

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

EXTERIOR WALL ASSEMBLY

1-HOUR RATED SHAFT ENCLOSURE

SHAFTWALL UL DES. U499

• ONE LAYER 5/8″ GYPSUM BOARD (NATIONAL GYPSUM CO – TYPE FSW-5) APPLIED HORIZONTALLY OR VERTICALLY AND ATTACHED TO STUDS WITH 1” LONG TYPE S STEEL SCREWS SPACED 12” O.C. ALONG THE EDGES AND IN THE FIELD OF THE BOARDS.

• ONE LAYER 1″ X 24″ GYPSUM WALLBOARD LINER PANELS (NATIONAL GYPSUM CO – FSW-7). VERTICAL EDGES INSERTED IN C-H, C-T, OR I STUDS. FREE EDGE OF END PANELS ATTACHED TO LONG LEG OF J RUNNERS WITH 1-5/8” LONG TYPE S SELF-DRILLING, SELF-TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 24” O.C.

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

* NON-RATED, NON-COMBUSTIBLE * PROTECTION OF OPENINGS NOT REQUIRED * NON-BEARING WALL

BRIDGING AT 48″ O.C. THRU STUDS TYPICAL

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • UV RESISTANT WATER RESISTIVE

BARRIER • 2″ CONTINUOUS RIGID INSULATION

MIN R-10 • WATERPROOF MEMBRANE • 5/8″ TYPE ‘X’ GLASS MAT

GYPSUM BOARD SHEATHING • 6″ METAL STUDS (STRUCTURAL

PER TESTED ASSEMBLY) • R-19 BATT INSULATION • 5/8″ TYPE ‘X’ GYPSUM BOARD • INTERIOR FINISH

NON-COMBUSTIBLE CONSTRUCTION

MIN. R-30 11 1/2″

EXTERIOR WALL ASSEMBLY

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

* PROTECTION OF OPENINGS NOT REQUIRED * NON-BEARING WALL

BRIDGING AT 48″ O.C. THRU STUDS TYPICAL

2-HOUR RATED FIRE BARRIER

FIRE BARRIER GA FILE NO. WP 8203 UL DES. U425

• (2) LAYERS OF 5/8″ TYPE ‘X’ GLASS MAT GYPSUM SUBSTRATE

• 6″ STEEL STUDS (STRUCTURAL PER TESTED ASSEMBLY)

• R-19 MINERAL OR GLASS FIBER INSULATION

• (2) LAYERS OF 5/8″ TYPE ‘X’ GYPSUM BOARD

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • 2″ CONTINUOUS RIGID INSULATION

MIN. R-10 • WATERPROOF MEMBRANE

EXTERIOR WALL ASSEMBLY

MIN. R-32 1′-1″

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

* PROTECTION OF OPENINGS NOT REQUIRED * NON-BEARING WALL

BRIDGING AT 48″ O.C. THRU STUDS TYPICAL

1-HOUR RATED FIRE BARRIER

FIRE BARRIER GA FILE NO. WP 8006 UL DES. U /425

• (1) LAYER OF 5/8″ TYPE ‘X’ GLASS MAT GYPSUM SUBSTRATE

• 6″ STEEL STUDS (STRUCTURAL PER TESTED ASSEMBLY)

• R-19 MINERAL OR GLASS FIBER INSULATION

• (1) LAYER OF 5/8″ TYPE ‘X’ GYPSUM BOARD

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • 2″ CONTINUOUS RIGID INSULATION

MIN. R-10 • WATERPROOF MEMBRANE

EXTERIOR WALL ASSEMBLY

MIN. R-31 11 1/2″

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

* NON-RATED, NON-COMBUSTIBLE * PROTECTION OF OPENINGS NOT REQUIRED * NON-BEARING WALL

• • • 8″ CMU (STRUCTURAL PER TESTED

ASSEMBLY)

EXTERIOR WALL ASSEMBLY

NON-COMBUSTIBLE CONSTRUCTION

• PAINT FINISH TO MATCH EXISTING

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

* PROTECTION OF OPENINGS NOT REQUIRED * NON-BEARING WALL

BRIDGING AT 48″ O.C. THRU STUDS TYP.

1-HOUR RATED FIRE BARRIER

FIRE BARRIER GA FILE NO. WP 8006 UL DES. U /425

• (1) LAYER OF 5/8″ TYPE ‘X’ GLASS MAT GYPSUM SUBSTRATE

• 6″ STEEL STUDS (STRUCTURAL PER TESTED ASSEMBLY)

• R-19 MINERAL OR GLASS FIBER INSULATION

• (1) LAYER OF 5/8″ TYPE ‘X’ GYPSUM BOARD

• CMU BLOCK VENEER • 1″ AIR SPACE • 2″ CONTINUOUS RIGID INSULATION

MIN. R-10 • WATERPROOF MEMBRANE

EXTERIOR WALL ASSEMBLY

MIN. R-33 1′-2″

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

* NON-RATED, NON-COMBUSTIBLE * PROTECTION OF OPENINGS NOT REQUIRED * NON-BEARING WALL

BRIDGING AT 48″ O.C. THRU STUDS TYPICAL

• METAL PANEL CLADDING • 1 1/2″ METAL FURRING • 16 GA X 3″ X CONT. GALV. BAR • WATERPROOF MEMBRANE • 5/8″ TYPE ‘X’ GLASS MAT

GYPSUM BOARD SHEATHING • 6″ METAL STUDS (STRUCTURAL

PER TESTED ASSEMBLY) • R-19 BATT INSULATION • 5/8″ TYPE ‘X’ GYPSUM BOARD • INTERIOR FINISH

EXTERIOR WALL ASSEMBLY

MIN. R-21 10″

NON-COMBUSTIBLE CONSTRUCTION

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

EXTERIOR WALL ASSEMBLY

1-HOUR RATED FIRE BARRIER

FIRE BARRIER UL DES. U465

• ONE LAYER 5/8″ GYPSUM BOARD (NATIONAL GYPSUM CO – TYPE FSW-5)

• 3 5/8″ STEEL STUDS • ONE LAYER 5/8″ GYPSUM BOARD (NATIONAL

GYPSUM CO – TYPE FSW-6)

EIFS FINISH ASSEMBLY AT EXPOSED TO EXTERIOR LOCATIONS (GARAGE SOUTH ELEVATION)

NOTE: 5/8″ GYPSUM BOARD ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1” LONG, TYPE S STEEL SCREWS SPACED 8” O.C. ALONG EDGES OF BOARD AND 12” O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

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1 1/2″ = 1′-0″ BLOCK VENEER W/STUDSE1

GROUND FLOOR

2ND, 3RD, 4TH FLOORS, NORTH STAIR AT ROOF

PENTHOUSE

1 1/2″ = 1′-0″ SHAFTWALL 1-HOURE4

1ST,2ND, 3RD, 4TH FLOORS 1 1/2″ = 1′-0″ SHAFTWALL 2-HOURE6

1 1/2″ = 1′-0″ 1-HOUR – HIGH ABUSE INFILL PANEL AE5A 1 1/2″ = 1′-0″

ACM RAINSCREEN W/STUDSE2

1 1/2″ = 1′-0″ ACM PANEL 2-HOURE8

1

1

1 1/2″ = 1′-0″ ACM PANEL 1- HOURE9

1

1 1/2″ = 1′-0″ BLOCK VENEER / CMUE10

1

1 1/2″ = 1′-0″ BLOCK VENEER 1- HOURE7 GARAGE INFILL PANELS

4

4

1

1

1

1

1 1/2″ = 1′-0″ METAL PANEL RAINSCREEN W/STUDSE3 1 1/2″ = 1′-0″

1-HOUR – HIGH ABUSE INFILL PANEL BE5B EXPOSED GARAGE INFILL PANELS

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

NON RATED ROOF SYSTEM

• ROOF COVERING (CLASS A) • 1/2″ PROTECTION BOARD • R-30 RIGID INSULATION (MIN 5″)

INSTALL IN MULTIPLE LAYERS TO DECK

• STEEL DECK, MIN. 1-1/2″ DEEP

INSTALL ADDITIONAL RIGID INSULATION AS REQUIRED TO ACHIEVE PROPER DRAINAGE SLOPE SUCH AS CRICKET.

ROOF BEAM. REFER TO STRUCTURAL DRAWINGS.

* “R” REFERS TO LONG TERM THERMAL RESISTANCE VALUES (LTTR)

M IN

. R -3

3 5

3/ 4″

• ROOF COVERING (CLASS A) • 1/2″ PROTECTION BOARD • R-30 RIGID INSULATION (MIN

6″) INSTALL IN MULTIPLE LAYERS TO DECK

• STEEL DECK, MIN. 1-1/2″ DEEP

INSTALL ADDITIONAL RIGID INSULATION AS REQUIRED TO ACHIEVE PROPER DRAINAGE SLOPE SUCH AS CRICKET.

ROOF BEAM. REFER TO STRUCTURAL DRAWINGS.

* “R” REFERS TO LONG TERM THERMAL RESISTANCE VALUES (LTTR)

1-HOUR RATED ROOF SYSTEM

UL DESIGN P732 SLOPE

SPRAY-APPLIED FIRE- RESISTANT MATERIAL TO DECK AND FRAMING

M IN

. R -3

5 6″

– 6

1/ 2″

THICKNESS

SEE STRUCTURAL FOR ACTURAL CONCRETE

INTERIOR SIDE

* NON-RATED, NON-COMBUSTIBLE CONSTRUCTION * PROTECTION OF OPENINGS NOT REQUIRED * BEARING WALL

REINFORCED STRUCTURAL CONCRETE WALL WATERPROOFING SYSTEM

MOULDED SHEET DRAINAGE PANEL

2″ RIGID INSULATION ON PROTECTION BOARD

BACKFILL OR ENGINEER FILL REFER TO CIVIL OR STRUCTURAL FOR INFORMATION

FLOOR FINISH AS SCHEDULED

• CONCRETE MIN 3 1/2″ THICKNESS ABOVE CREST OF STEEL DECKING UNITS

• REINFORCING MESH • STEEL DECKING • STEEL FRAMING SUPPORTS

PROTECTED BY SPRAY APPLIED FIRE RESISTIVE MATERIAL

* 1-HR-RATED FLOOR ASSEMBLY * THOUGH PENETRATION FIRESTOP SYSTEM NOT REQUIRED EXCEPT AT SHAFTS * OPENING PROTECTION NOT REQUIRED EXCEPT AT SHAFTS

1-HOUR RATED FLOOR SYSTEM

UL DESIGN D916

4′ –

0″ =

R -5

8 3′

– 0″

= R

-5 4

THERMAL: (2) LAYERS GYPSUM BOARD 3-5/8 SUSPENED FRAMES STUDS R-30 (MIN. 10″) BATT INSULATION

NOTE: SEE STRUCTURAL DRAWINGS FOR ALL REINFORCING – NOT SHOWN FOR CLARITY

FLOOR FINISH AS NOTED. PREPARE SUBSTRATE PER FLOORING MANUFACTURER. DEPRESSED CONCRETE SLAB WHERE SHOWN

REINFORCED CONCRETE SLAB ON ABC FILLED. SEE STRUCTURAL DRAWINGS

VAPOR BARRIER 15 MIL

MINIMUM 4″ ABC FILL

PREPARED SUBGRAGE

EXTERIOR SIDE

* NON-RATED, NON-COMBUSTIBLE CONSTRUCTION * PROTECTION OF OPENINGS NOT REQUIRED * BEARING WALL

REINFORCED STRUCTURAL CONCRETE WALL OR GRADE BEAM. SEE STRUCTURAL DRAWINGS

BACKFILL OR ENGINEER FILL REFER TO CIVIL OR STRUCTURAL FOR INFORMATION

RIGID INSULATION BOARD 2″ THICK = R-10

INTERIOR SIDE

2′-0″ = R-34 1′-6″ = R-25

REFER TO STRUCTURAL DRAWINGS FOR WALL OR GRADE BEAM THICKNESS

THICKNESS

SEE STRUCTURAL FOR ACTURAL CONCRETE

EXTERIOR SIDE

* NON-RATED, NON-COMBUSTIBLE CONSTRUCTION

REINFORCED STRUCTURAL CONCRETE WALL

WATERPROOFING SYSTEM

1/2″ PROTECTION BOARD

BACKFILL OR PLANTER SOIL. REFER TO CIVIL OR LANDSCAPE DRAWINGS

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

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7: 47

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NEW SHEET1

1 1/2″ = 1′-0″ ROOF AT STEEL DECKINGR1

1 1/2″ = 1′-0″ ROOF AT STEEL DECKING 1-HOURR2 1 1/2″ = 1′-0″

ELEVATOR FOUNDATION WALLW2

1 1/2″ = 1′-0″ COMPOSITE DECK FLOOR 1-HOURFL1

1 1/2″ = 1′-0″ FLOOR SLAB ON GRADES1 1 1/2″ = 1′-0″

INSULATED FOUNDATION WALLW1

1 1/2″ = 1′-0″ WATERPROOFING WALLW3

No. Description Date

1 Review Comments 08/06/14

 

 

* 1 HR RATED (NON-BEARING) WALL * 1 HR THROUGH PENETRATION FIRESTOP SYS. / MEMBRANE PROTECTION REQD. * OPENINGS REQUIRE 1 1/2 HR FIRE – RATED PROTECTION ASSEMBLIES * HEAD CONNECTION REQUIRES RATED HEAD TO WALL SYSTEM.

SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT

2-HOUR RATED FIRE BARRIER

T.O. CONCRETE

FINISH FLOOR

VARIES BOTTOM OF STRUCTURAL

PLAN VIEW

SECTION VIEW

SECTION VIEW

FIRE BARRIER 55-59 STC

GA FILE NO. WP 1510 UL DES. U403

• (2) LAYERS OF 5/8″ TYPE ‘X’ GYPSUM BOARD • 3 5/8″ STEEL STUDS • ACOUSTIC SOUND ATTERUATION BATTS IN

FULL WALL • (2) LAYERS OF 5/8″ TYPE ‘X’ GYPSUM BOARD

MEMBRANE PROTECTION REQUIRED

WALL FINISH AND BASE – SEE ROOM FINISH SCHEDULE FLOOR FINISH – SEE ROOM FINISH SCHEDULE

STRUCTURAL DECK OR BEAM ABOVE. RUN ALL LAYERS OF GYPSUMBOARD PAST THE EDGE OF INTERMEDIATE FLOOR SLABS.

THROUGH PENETRATION FIRESTOP SYSTEMS REQUIRED. SEE CODE FOR EXCEPTIONS

RATED HEAD OF WALL ASSEMBLY UL-HW-D-0079

NOTE: (BASE LAYER) 5/8″ TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO EACH SIDE OF 3 5/8″ STEEL STUDS 24″ O.C. WITH 1″ TYPE S DRYWALL SCREWS 32″ O.C. (FACE LAYER) 5/8″ TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO ONE SIDE WITH 1 5/8″ TYPE S DRYWALL SCREWS 12″ O.C. AT EDGES AND 24″ O.C. AT INTERMEDIATE STUDS.

STENCIL FIRE FALL DESIGNATION ABOVE CEILING LINE

TOP RUNNER (STANDARD GAGUE – 3″ FLANGES) PUNCH IN TOP RUNNER FOR FASTENER INSTALLATION

SEALANT AT UNCUT MANUFACTURER’S EDGE OF GYPSUM BOARD

STRUCTURE ABOVE

DEFLECTION TRACK (20 GA) CONTINUOUS

SECURE FASTENERS TO STUD LOCATIONS TO ALLOW FOR TRACK MOVEMENT

1/ 2″

. 1″

.

DEFLECTION CHANNEL INDEPENDENT OF FLUTE

MINERAL WOOL FORMING MATERIAL CUT TO SHAPE OF STRUCTURAL DECKING – APPROXIMATELY 20% LARGER THAN SPACE TO FILL – COMPRESS INTO SPACE

CONTINUOUS METAL CLOSURE PLATE

DEFLECTION CHANNEL PARTIALLY RESTING ON FLUTE

‘Z’ FURRING CLIPS SEE DETAIL —

SECURE DEFLECTION CHANNEL TO DECKING OR ‘Z’-FURRING CLIP AT 24″ O.C. MAX. STAGGER FASTENERS

STEEL BEAM WITH FIREPROOF RATED DECK (ABOVE)

OVERLAP MATERIAL ONTO FIREPROOFING (2″ MIN)

CUT GYP BD TO 1″ CLEAR OF BEAM FIREPROOFING – FILL ALL VOIDS AND SEAL GAPS WITH COMPRESSED MINERAL WOOL SAFING

FILL MATERIAL, SPRAYED OR BRUSHED ON EACH SIDE OF WALL – COMPLETELY COVER MINERAL WOOL & OVERLAP ON GYP BD AND FIREPROOFING

FILL MATERIAL ASSEMBLY ON MINERAL WOOL SAFING ON MIN 1″ COMPRESSIBLE JOINT

RATED WALL

DEFLECTION CHANNEL

MINERAL WOOL FORMING MATERIAL CUT TO SHAPE COMPRESSED AND FIRMLY PACK INTO VOIDS RATED DECK (ABOVE)

FILL MATERIAL, SPRAYED OR BRUSHED ON EACH SIDE OF WALL – COMPLETELY COVER MINERAL WOOL & OVERLAP ON GYPSUM BOARD AND STEEL FLUTED DECK

CEILING RUNNER TRACK

RATED WALL (2-HOUR SHOWN; 1-HOUR SIMILAR)

TOP RUNNER (STANDARD GAGUE – 3″ FLANGES) PUNCH IN TOP RUNNER FOR FASTENER INSTALLATION

SEALANT AT UNCUT MANUFACTURER’S EDGE OF GYPSUM BOARD

STRUCTURE ABOVE

DEFLECTION TRACK (20 GA) CONT. MIN 3″ DEEP SLOTTED FLANGE. CONTRACTORS OPTION: SLIP TRACK.

SECURE FASTENERS TO STUD LOCATIONS TO ALLOW FOR TRACK MOVEMENT

1″ .

1″ .

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

• 5/8″ TYPE ‘X’ GYPSUM BOARD OR CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

• 3-5/8″ x 20 GA. METAL STUDS • 3-1/2 (FULL STUD) MINERAL FIBER

ACOUSTICAL INSULATION. • 5/8″ TYPE ‘X’ GYPSUM BOARD OR

CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * PROTECTION OF OPENING NOT REQUIRED. * NON-BEARING.

NON-COMBUSTIBLE CONSTRUCTION

SECTION VIEW

VARIES BOTTOM OF STRUCTURE

PLAN VIEW

SECTION VIEW

METAL SLIP TRACK TO STRUCTURE ABOVE

SOUND RATED CONSTRUCTION 45- 49 STC GA FILE NO. WP 1072 UL DES. U419

METAL SLIP TRACK TO STRUCTURE ABOVE ACOUSTICAL SEALANT AT PERIMETER AND ALL THROUGH PENETRATIONS, TYP.

STEEL RUNNER TRACK SET IN CONTINUOUS BEAD OF SEALANT POWER DRIVEN FASTENERS AT 24″ O.C. AND 2″ FROM ENDS.

BRIDGING AT 48″O.C. FULL HEIGHT. COORDINATE WITH CONDUIT AND PIPING

WALL FINISH, FLOOR FINISH AND BASE SEE ROOM FINISH SCHEDULE.

ACOUSTICAL SEALANT TO PERIMETER

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

• 5/8″ TYPE ‘X’ GYPSUM BOARD OR CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

• 6″ X 20 GA METAL STUDS • 5″ MINERAL FIBER ACOUSTICAL INSULATION. • 5/8″ TYPE ‘X’ GYPSUM BOARD OR

CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * PROTECTION OF OPENING NOT REQUIRED. * NON-BEARING.

NON-COMBUSTIBLE CONSTRUCTION

SECTION VIEW

VARIES BOTTOM OF STRUCTURE

PLAN VIEW

SECTION VIEW

METAL SLIP TRACK TO STRUCTURE ABOVE

SOUND RATED CONSTRUCTION 51- 54 STC GA FILE NO. WP 1052 UL DES. U415

ACOUSTICAL SEALANT AT PERIMETER AND ALL THROUGH PENETRATIONS, TYP.

STEEL RUNNER TRACK SET IN CONTINUOUS BEAD OF SEALANT POWER DRIVEN FASTENERS AT 24″ O.C. AND 2″ FROM ENDS.

BRIDGING AT 48″O.C. FULL HEIGHT. COORDINATE WITH CONDUIT AND PIPING

WALL FINISH, FLOOR FINISH AND BASE SEE ROOM FINISH SCHEDULE.

ACOUSTICAL SEALANT TO PERIMETER

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

NON-COMBUSTIBLE CONSTRUCTION

SECTION VIEW

WALL FINISH, FLOOR FINISH AND BASE SEE ROOM FINISH SCHEDULE.

PLAN VIEW

SECTION VIEW

BRIDGING AT 48″O.C. FULL HEIGHT. COORDINATE WITH CONDUIT AND PIPING

SOUND RATED CONSTR. 55-59 STC

GA FILE NO. WP1520

• (2) LAYERS 1/2″ TYPE ‘X’ GYPSUM BOARD • 1 5/8″ RESILIENT CHANNELS AT 24″ O.C. • 6″ X 20GA METAL STUDS AT 16″ O.C. • FULL STUD MINERAL FIBER ACOUSTICAL

INSULATION. • (1) LAYER 5/8″ TYPE ‘X’ GYPSUM BOARD ON

OPPOSITE SIDE

ACOUSTICAL SEALANT AT PERIMETER AND ALL THROUGH PENETRATIONS, TYP.

STEEL RUNNER TRACK SET IN CONTINUOUS BEAD OF SEALANT POWER DRIVEN FASTENERS AT 24″ O.C. AND 2″ FROM ENDS.

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

ACOUSTICAL SEALANT TO PERIMETER

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * FIRE PROTECTION OF OPENINGS NOT REQUIRED. * THROUGH & MEMBRANE PENETRATION TO COMPLY W/ AIR-TIGHTNESS

REQUIREMENTS * NON-BEARING.

VARIES BOTTOM OF STRUCTURE

METAL SLIP TRACK TO STRUCTURE ABOVE

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

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1 1/2″ = 1′-0″ FIRE BARRIER WALL P4 STC 55-59P4

3″ = 1′-0″ NON-RATED WALL HEAD (TYP.)3 1 1/2″ = 1′-0″

ALTERNATE DECKING CONDITION (1)1

1 1/2″ = 1′-0″ ALTERNATE DECKING CONDITION (2)2 1″ = 1′-0″

RATED WALL HEAD AT BEAM5 1″ = 1′-0″ RATED WALL HEAD AT DECK6 3″ = 1′-0″

SLIP TRACK TO STRUCTURE4

1 1/2″ = 1′-0″ PARTITION P1 STC 45-49P1 1 1/2″ = 1′-0″

PARTITION P2 STC 51-54P2 1 1/2″ = 1′-0″ PARTITION P3 STC 55-59P3

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

SOUND RATED WALLS SEE WALL TYPE

CONTINUE MEMBRANE UNBROKEN THROUGH INTERSECTION

PLUMBING CHASE

SOUND RATED WALLS SEE WALL TYPE

SOUND RATED WALLS SEE WALL TYPE

SOUND RATED WALL SEE WALL TYPE

WALL WITHOUT OR LESSER SOUND RATING – SEE WALL TYPE

(IN NON-SOUND WALL, FILL CAVITY ADJACENT TO INTERSECTION WITH SOUND INSULATION – 16″ MIN. CAVITY LENGTH)

WALL WITHOUT OR LESSER SOUND RATING – SEE WALL TYPE FOR INSULATION

CONTINUE MEMBRANE UNBROKEN THROUGH INTERSECTION – TYPICAL

SOUND RATED WALL SEE WALL TYPE

OFFSET BOXES ONE STUD SPACE

ACOUSTICAL SEALANT SYSTEM AT PERIMETER OF METAL BOX

SOUND RATED WALL SEE WALL TYPE

NO FIRE RATED OR 1 HR RATING PARTITION. SEE WALL TYPE FOR INSULATION

CONTINUE MEMBRANE UNBROKEN THROUGH INTERSECTION – TYPICAL

2 HR RATED PARTITION SEE WALL TYPE FOR INSULATION

* 1 HR RATED (NON-BEARING) WALL * 1 HR THROUGH PENETRATION FIRESTOP SYS. / MEMBRANE PROTECTION REQD. * OPENINGS REQUIRE APPROVED FIRE – RATED PROTECTION ASSEMBLIES * HEAD CONNECTION REQUIRES RATED HEAD TO WALL SYSTEM.

SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT

1-HOUR RATED SHAFT ENCLOSURE

T.O. CONCRETE

FINISH FLOOR

VARIES BOTTOM OF STRUCTURAL

PLAN VIEW

SECTION VIEW

SECTION VIEW

SHAFTWALL 39-47 STC

GA FILE NO. WP7008 UL DES. U415

• (1) LAYER OF 5/8″ TYPE ‘X’ GYPSUM BOARD • 3 5/8″ C-H SHAPED STUDS • FULL WALL ACOUSTIC SOUND ATTENUATION BATTS • 1″ LINER PANEL PER MANUFACTURER

MEMBRANE PROTECTION REQUIRED

WALL FINISH AND BASE – SEE ROOM FINISH SCHEDULE FLOOR FINISH – SEE ROOM FINISH SCHEDULE

3″ SOUND ATTENUATION BATTS IN FULL WALL.

STRUCTURAL DECK OR BEAM ABOVE.

THROUGH PENETRATION FIRESTOP SYSTEMS REQUIRED. SEE CODE FOR EXCEPTIONS

NOTE: APPLY 5/8″ TYPE ‘X’ GYPSUM BOARD VERTICALLY. ATTACH TO STUDS WITH 1″ LONG TYPE S STEEL SCREWS SPACED 12″ O.C. ALONG THE EDGES AND IN THE FIELD OF THE BOARDS.

STRUCTURAL DECK OR BEAM ABOVE.

STENCIL FIRE FALL DESIGNATION ABOVE CEILING LINE

* 1 HR RATED (NON-BEARING) WALL * 1 HR THROUGH PENETRATION FIRESTOP SYS. / MEMBRANE PROTECTION REQD. * OPENINGS REQUIRE 1 1/2 HR FIRE – RATED PROTECTION ASSEMBLIES * HEAD CONNECTION REQUIRES RATED HEAD TO WALL SYSTEM.

SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT

2-HOUR RATED FIRE BARRIER

T.O. CONCRETE

FINISH FLOOR

VARIES BOTTOM OF STRUCTURAL

PLAN VIEW

SECTION VIEW

SECTION VIEW

FIRE BARRIER 55-59 STC

GA FILE NO. WP 1510 UL DES. U403

• (2) LAYERS OF 5/8″ TYPE ‘X’ GYPSUM BOARD • 6″ 20 GA. STEEL STUDS • ACOUSTIC SOUND ATTERUATION BATTS IN

FULL WALL • (2) LAYERS OF 5/8″ TYPE ‘X’ GYPSUM BOARD

MEMBRANE PROTECTION REQUIRED

WALL FINISH AND BASE – SEE ROOM FINISH SCHEDULE FLOOR FINISH – SEE ROOM FINISH SCHEDULE

STRUCTURAL DECK OR BEAM ABOVE. RUN ALL LAYERS OF GYPSUMBOARD PAST THE EDGE OF INTERMEDIATE FLOOR SLABS.

THROUGH PENETRATION FIRESTOP SYSTEMS REQUIRED. SEE CODE FOR EXCEPTIONS

RATED HEAD OF WALL ASSEMBLY UL-HW-D-0079

NOTE: (BASE LAYER) 5/8″ TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO EACH SIDE OF 3 5/8″ STEEL STUDS 16″ O.C. WITH 1″ TYPE S DRYWALL SCREWS 32″ O.C. (FACE LAYER) 5/8″ TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO ONE SIDE WITH 1 5/8″ TYPE S DRYWALL SCREWS 12″ O.C. AT EDGES AND 24″ O.C. AT INTERMEDIATE STUDS.

STENCIL FIRE FALL DESIGNATION ABOVE CEILING LINE

* 1 HR RATED (NON-BEARING) WALL * 1 HR THROUGH PENETRATION FIRESTOP SYS. / MEMBRANE PROTECTION REQD. * OPENINGS REQUIRE APPROVED FIRE – RATED PROTECTION ASSEMBLIES * HEAD CONNECTION REQUIRES RATED HEAD TO WALL SYSTEM.

SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT

2-HOUR RATED SHAFT ENCLOSURE

T.O. CONCRETE

FINISH FLOOR

VARIES BOTTOM OF STRUCTURAL

PLAN VIEW

SECTION VIEW

SECTION VIEW

SHAFTWALL 50-54 STC

GA FILE NO. WP7051 UL DES. U428

• (2) LAYER OF 1/2″ TYPE ‘X’ GYPSUM BOARD • 6″ C-H SHAPED STUDS • FULL WALL ACOUSTIC SOUND ATTENUATION BATTS • 1″ LINER PANEL PER MANUFACTURER

MEMBRANE PROTECTION REQUIRED

WALL FINISH AND BASE – SEE ROOM FINISH SCHEDULE FLOOR FINISH – SEE ROOM FINISH SCHEDULE

3″ SOUND ATTENUATION BATTS IN FULL WALL.

STRUCTURAL DECK OR BEAM ABOVE.

THROUGH PENETRATION FIRESTOP SYSTEMS REQUIRED. SEE CODE FOR EXCEPTIONS

NOTE: (BASE LAYER) APPLY 1/2″ TYPE ‘X’ PROPRIETARY GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO STUDS WITH 1″ TYPE S DRYWALL SCREWS 24″ O.C. (FACE LAYER) 1/2″ TYPE ‘X’ PROPRIETARY GYPSUM WALLBOARD APPLIED PARALLEL TO STUDS WITH 1-5/8″ TYPE S DRYWALL SCREWS 12″ O.C.

STRUCTURAL DECK OR BEAM ABOVE.

STENCIL FIRE FALL DESIGNATION ABOVE CEILING LINE

VARIES

T.O. CONCRETE

FINISH FLOOR

NON-COMBUSTIBLE WALL SYSTEM

WALL FINISH, FLOOR FINISH AND BASE SEE ROOM FINISH SCHEDULE.

PLAN VIEW

SECTION VIEW

BRIDGING AT 48″O.C. FULL HEIGHT. COORDINATE WITH CONDUIT AND PIPING

• (1) LAYER 5/8″ TYPE ‘X’ GYPSUM BOARD • 3 5/8″ X 20 GA METAL STUDS AT 16″ O.C. • AIR SPACE • 3 5/8″ X 20 GA METAL STUDS AT 16″ O.C. • (1) LAYER 5/8″ TYPE ‘X’ GYPSUM BOARD

STEEL RUNNER TRACK SET IN CONTINUOUS BEAD OF SEALANT POWER DRIVEN FASTENERS AT 24″ O.C. AND 2″ FROM ENDS.

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * NON-BEARING.

SECTION VIEW

METAL CORNER BEAD

METAL CROSS BRACE

3-5/8″ X 20 GA. CROSS BRACE AT 48″ O.C. MAX. WITH (4) #12 TYPE ‘S’ SCREWS AT EACH END.

TYPICAL RECESSED CABINET

ACOUSTICAL SEALANT SYSTEM AT PERIMETER

PACK TIGHT WITH SOUND INSULATION

CONTINUE GWB LAYER UNBROKEN BEHIND CABINET

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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100% CD PHASE 2

1 1/2″ = 1′-0″ SOUND WALL / PLUMBING CHASE7 1 1/2″ = 1′-0″

SOUND WALL / SOUND WALL 11

1 1/2″ = 1′-0″ SOUND WALL / SOUND WALL 22

1 1/2″ = 1′-0″ SOUND WALL / NON – SOUND WALL 13

1 1/2″ = 1′-0″ SOUND WALL / NON – SOUND WALL 24 1 1/2″ = 1′-0″

OUTLETS IN SOUND WALL6

1 1/2″ = 1′-0″ 2 HR RATED / LESSER RATED5

1 1/2″ = 1′-0″ SHAFTWALL P5 STC 39-47P5 1 1/2″ = 1′-0″

FIRE BARRIER WALL P6 STC 55-59P6 1 1/2″ = 1′-0″ SHAFTWALL P7 STC 50-54P7 1 1/2″ = 1′-0″

PARTITION P8P8

1 1/2″ = 1′-0″ RECESSED CABINET@ SOUND WALL8

1

1 1

11

1

No. Description Date

1 Review Comments 08/06/14

 

 

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

NON-COMBUSTIBLE WALL SYSTEM

SECTION VIEW

PLAN VIEW

SECTION VIEW

SOUND RATED CONSTR. 28-36 STC

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

* NON-RATED, NON-COMBUSTIBLE WALL . * FIRE PROTECTION OF OPENINGS NOT REQUIRED. * NON-BEARING.

VARIES BOTTOM OF STRUCTURE

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

• (1) LAYERS 5/8″ TYPE ‘X’ GYPSUM BOARD • 6″ X 20GA METAL STUDS AT 16″ O.C. • FULL STUD MINERAL FIBER ACOUSTICAL

INSULATION. • (1) LAYER 5/8″ TYPE ‘X’ GYPSUM BOARD

• 1/2″ TEMPERED GLASS

FLOOR FINISH – SEE ROOM FINISH SCHEDULE.

METAL GLASS SHOE

A754 7

A754 8

13 A754

10 A754

• OPERABLE PARTITION ASSEMBLY, SEE SPECS

T.O. CONCRETE FINISH FLOOR

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * PROTECTION OF OPENING NOT REQUIRED. ACOUSTIC SEAL REQUIRED AT ALL OPENINGS AND PENETRATIONS * NON-BEARING.

OPERABLE PANEL WALL SYSTEM

SECTION VIEW

HORIZONTAL BOTTOM SEAL, RETRACTABLE

FLOOR FINISH – SEE ROOM FINISH SCHEDULE.

VARIES BOTTOM OF DECK

PLAN VIEW

SECTION VIEW

CEILING AND SOFFIT CONDITIONS VARY. SEE REFLECTED CEILING PLAN.

FLUSH CEILING TRACK ASSEMBLY

SWAY BRACING. SEE STRUCTURAL DRAWINGS.

STEEL BEAM. SEE STRUCTURAL DRAWINGS.

THREADED RODS AND SPACING PER MANUFACTURER

CHANNEL FRAMING ABOVE. SEE STRUCTURAL DRAWINGS.

APPLY ACOUSTICAL INSULATION AND SEALANT AT ALL JOINTS AND PENETRATIONS FOR COMPLETE ACOUSTIC SEAL.

SOUND RATED CONSTRUCTION 3″ PANEL: 42 – 50 STC / 6.5 – 12.0 lbs sq.ft. 4″ PANEL: 50 – 56 STC / 8.0 – 12.0 lbs sq.ft.

NON-COMBUSTIBLE CONSTRUCTION

SOUND RATED CONSTRUCTION 50- 54 STC GA FILE NO. WP 5015 UL DES. U420

4″

THREADED RODS AND SPACING PER STRUCTURAL DETAILS

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

• 5/8″ TYPE ‘X’ GYPSUM BOARD OR CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

• 3-5/8″ x 20 GA. METAL STUDS • 5/8″ TYPE ‘X’ GYPSUM BOARD OR

CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * PROTECTION OF OPENING NOT REQUIRED. * NON-BEARING.

NON-COMBUSTIBLE CONSTRUCTION

SECTION VIEW

VARIES BOTTOM OF STRUCTURE

PLAN VIEW

SECTION VIEW

METAL SLIP TRACK TO STRUCTURE ABOVE METAL SLIP TRACK TO STRUCTURE ABOVE

STEEL RUNNER TRACK SET IN CONTINUOUS BEAD OF SEALANT POWER DRIVEN FASTENERS AT 24″ O.C. AND 2″ FROM ENDS.

BRIDGING AT 48″O.C. FULL HEIGHT. COORDINATE WITH CONDUIT AND PIPING

WALL FINISH, FLOOR FINISH AND BASE SEE ROOM FINISH SCHEDULE.

6″ SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

• 5/8″ TYPE ‘X’ GYPSUM BOARD OR CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

• 6″ X 20 GA METAL STUDS • 5/8″ TYPE ‘X’ GYPSUM BOARD OR

CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * PROTECTION OF OPENING NOT REQUIRED. * NON-BEARING.

NON-COMBUSTIBLE CONSTRUCTION

SECTION VIEW

VARIES BOTTOM OF STRUCTURE

PLAN VIEW

SECTION VIEW

METAL SLIP TRACK TO STRUCTURE ABOVE

STEEL RUNNER TRACK SET IN CONTINUOUS BEAD OF SEALANT POWER DRIVEN FASTENERS AT 24″ O.C. AND 2″ FROM ENDS.

BRIDGING AT 48″O.C. FULL HEIGHT. COORDINATE WITH CONDUIT AND PIPING

WALL FINISH, FLOOR FINISH AND BASE SEE ROOM FINISH SCHEDULE.

6″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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100% CD PHASE 2

1 1/2″ = 1′-0″ PARTITION P9 STC 28-36P9 1 1/2″ = 1′-0″

OPERABLE WALL P10P10 1

1 1/2″ = 1′-0″ PARTITION P11P11 1 1/2″ = 1′-0″

PARTITION P12P12

1

1 1

No. Description Date

1 Review Comments 08/06/14

 

 

SEE ROOM FINISH SCHEDULE

FOR CEILING HEIGHT

NON-COMBUSTIBLE WALL SYSTEM

• CERAMIC TILE – ANSI A137.1 • (1) LAYER 5/8″ MOISTURE RESISTANT

GYPSUM BOARD • 3-5/8″ X 16 GA. METAL STUDS AT 16″ O.C. • ADDITIONAL STUDS FOR BRACING AT

48″ O.C. • AIR SPACE (PLUMBING CHASE) • 3-5/8″ X 16 GA. METAL STUDS AT 16′ O.C. • (1) LAYER 5/8″ MOISTURE RESISTANT

GYPSUM BOARD • CERAMIC TILE – ANSI A137.1

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

FLOOR FINISH MATERIAL – SEE PLANS AND ROOM FINISH SCHEDULE

SECTION VIEW

WRAP 3-1/2″ SOUND ATTENUATION BLANKETS ON TOP OF WALL AND EXTEND ACROSS CEILING TO 3′ EACH SIDE OF WALL WHERE NOTED ON PLANS.

3-5/8″ X 16 GA. CROSS BRACE AT 48″ O.C. MAX. WITH (4) #12 TYPE ‘S’ SCREWS AT EACH END.

PLAN VIEW

SECTION VIEW

3′-0″ MIN. INSULATION

3′-0″ MIN. INSULATION

6″ M

IN .

PLUMBING FIXTURES – REFER TO PLUMBING DRAWINGS AND SPECIFICATIONS.

ACOUSTICAL SEALANT TO PERIMETER

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * FIRE PROTECTION OF OPENINGS NOT REQUIRED. * THROUGH & MEMBRANE PENETRATION TO COMPLY w/ AIR-TIGHTNESS REQUIREMENTS. * NON-BEARING.

FOR DIMENSION

REFER TO FLOOR PLANS

COUNTER BRACKET

SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHT

NON-COMBUSTIBLE WALL SYSTEM

• CERAMIC TILE – ANSI A137.1 • (1) LAYER 5/8″ MOISTURE RESISTANT

GYPSUM BOARD • 3-5/8″ X 16 GA. METAL STUDS AT 16″ O.C. • ADDITIONAL STUDS FOR BRACING AT

48″ O.C. • AIR SPACE (PLUMBING CHASE) • 3-5/8″ X 16 GA. METAL STUDS AT 16′ O.C. • (1) LAYER 5/8″ TYPE X GYPSUM BOARD

TOILET PARTITION

2 X 8 F.R. TREATED WOOD BLOCK FROM FINISH FLOOR TO +8′ – 0″ A.F.F SECURED WITH 10d AT 6″ O.C. THRU METAL STUDS AT EACH EDGE. TYPICAL ALL PARTITIONS.

GRAB BAR WITH 16 GA. METAL BACK PLATE SECURED TO STUDS. REFER TO PLAN FOR LOCATION.

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY – SEE PLANS AND ROOM FINISH SCHEDULE.

FLOOR FINISH MATERIAL – SEE PLANS AND ROOM FINISH SCHEDULE

PLUMBING FIXTURES – REFER TO PLUMBING DRAWINGS AND SPECIFICATIONS.

SECTION VIEW

3-5/8″ X 16 GA. CROSS BRACE AT 48″ O.C. MAX. WITH (4) #12 TYPE ‘S’ SCREWS AT EACH END.

PLAN VIEW

SECTION VIEW

FOR DIMENSION REFER TO FLOOR PLANS

ACOUSTICAL SEALANT TO PERIMETER

VARIES B.O. STRUCTURE

6″ M

IN .

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * FIRE PROTECTION OF OPENINGS NOT REQUIRED. * THROUGH & MEMBRANE PENETRATION TO COMPLY w/ AIR-TIGHTNESS REQUIREMENTS. * NON-BEARING.

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RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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1 1/2″ = 1′-0″ PLUMBING WALL PL-2PL2 1 1/2″ = 1′-0″

PLUMBING WALL PL-1PL1 1

No. Description Date

1 Review Comments 08/06/14

 

 

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

• 5/8″ TYPE ‘X’ GYPSUM BOARD OR CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

• 2-1/2″ METAL STUDS • FULL STUD ACOUSTICAL INSULATION.

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * PROTECTION OF OPENING NOT REQUIRED. * NON-BEARING.

NON-COMBUSTIBLE WALL FURRING

SECTION VIEW

WALL FINISH AND BASE SEE ROOM FINISH SCHEDULE.

FLOOR FINISH – SEE ROOM FINISH SCHEDULE.

VARIES BOTTOM OF STRUCTURE

PLAN VIEW

SECTION VIEW

CONTINUE INSULATION TO UNDERSIDE OF STRUCTURAL DECK AT EXTERIOR WALLS. SECURE WITH ADHESIVE AND WIRE. WHERE NO LOWER CEILING IS PRESENT EXTEND FURRING TO UNDERSIDE OF STRUCTURE ABOVE.

6″ M

IN .

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

• 5/8″ TYPE ‘X’ GYPSUM BOARD OR CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

• 3-5/8″ METAL STUDS • FULL STUD ACOUSTICAL INSULATION.

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * PROTECTION OF OPENING NOT REQUIRED. * NON-BEARING.

NON-COMBUSTIBLE WALL FURRING

SECTION VIEW

WALL FINISH AND BASE SEE ROOM FINISH SCHEDULE.

FLOOR FINISH – SEE ROOM FINISH SCHEDULE.

VARIES BOTTOM OF STRUCTURE

PLAN VIEW

SECTION VIEW

WHERE NO LOWER CEILING IS PRESENT, EXTEND FURRING TO UNDERSIDE OF STRUCTURE ABOVE

6″ M

IN .

CONTINUE INSULATION TO UNDERSIDE OF STRUCTURAL DECK AT EXTERIOR WALLS. SECURE WITH ADHESIVE AND WIRE.

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

• 5/8″ TYPE ‘X’ GYPSUM BOARD OR CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

• 6″ METAL STUDS • FULL STUD ACOUSTICAL INSULATION.

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * PROTECTION OF OPENING NOT REQUIRED. * NON-BEARING.

NON-COMBUSTIBLE WALL FURRING

SECTION VIEW

WALL FINISH AND BASE SEE ROOM FINISH SCHEDULE.

FLOOR FINISH – SEE ROOM FINISH SCHEDULE.

VARIES BOTTOM OF STRUCTURE

PLAN VIEW

SECTION VIEW

WHERE NO LOWER CEILING IS PRESENT, EXTEND FURRING TO UNDERSIDE OF STRUCTURE ABOVE

6″ M

IN .

CONTINUE INSULATION TO UNDERSIDE OF STRUCTURAL DECK AT EXTERIOR WALLS. SECURE WITH ADHESIVE AND WIRE.

SEE REFLECTED CEILING PLAN

FOR CEILING HEIGHT

• 5/8″ TYPE ‘X’ GYPSUM BOARD OR CEMENTITIOUS TILE BACKER BOARD. SEE FINISH SCHEDULE

• 2-1/2″ METAL STUDS • FULL STUD THERMAL BATT INSULATION • WIRE MESH

T.O. CONCRETE

FINISH FLOOR

CEILING ASSEMBLY WHERE APPLICABLE – SEE PLANS AND ROOM FINISH SCHEDULE.

* NON-RATED, NON-COMBUSTIBLE WALL FURRING. * PROTECTION OF OPENING NOT REQUIRED. * NON-BEARING.

NON-COMBUSTIBLE WALL FURRING

SECTION VIEW

WALL FINISH AND BASE SEE ROOM FINISH SCHEDULE.

FLOOR FINISH – SEE ROOM FINISH SCHEDULE.

VARIES BOTTOM OF STRUCTURE

PLAN VIEW

SECTION VIEW

CONTINUE INSULATION TO UNDERSIDE OF STRUCTURAL DECK AT EXTERIOR WALLS. SECURE WITH ADHESIVE AND WIRE.

1 OR 2 HR RATED SHAFT WALL – REFER TO G012, G013 AND A240

AIR SPACE

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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100% CD PHASE 2

1 1/2″ = 1′-0″ FURRING WALL F1F1 1 1/2″ = 1′-0″

FURRING WALL F2F2 1 1/2″ = 1′-0″ FURRING WALL F3F3

1

1 1/2″ = 1′-0″ FURRING THERMAL WALL F4F4

1

No. Description Date

1 Review Comments 08/06/14

 

 

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

* PROTECTION OF OPENINGS NOT REQUIRED * NON-BEARING WALL

BRIDGING AT 48″ O.C. THRU STUDS TYPICAL

1-HOUR RATED FIRE BARRIER

• (1) LAYER OF 5/8″ TYPE ‘X’ GLASS MAT GYPSUM SUBSTRATE

• (2) ROWS OF 3 5/8″ STEEL STUDS (STRUCTURAL PER TESTED ASSEMBLY)

• R-19 MINERAL OR GLASS FIBER INSULATION

• (1) LAYER OF 5/8″ TYPE ‘X’ GYPSUM BOARD

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • 2″ CONTINUOUS RIGID INSULATION

MIN. R-10 • WATERPROOF MEMBRANE

EXTERIOR WALL ASSEMBLY

1′ – 2 1/4″ CLEAR

EQ EQ

CL OF BEAM

FIRE BARRIER GA FILE NO. WP 5006 UL DES. U /493

INTERIOR SIDE

EXTERIOR SIDE

SECTION VIEW

PLAN VIEW

* NON-RATED, NON-COMBUSTIBLE * PROTECTION OF OPENINGS NOT REQUIRED * NON-BEARING WALL

BRIDGING AT 48″ O.C. THRU STUDS TYPICAL

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • UV RESISTANT WATER RESISTIVE

BARRIER • 2″ CONTINUOUS RIGID INSULATION

MIN R-10 • WATERPROOF MEMBRANE • 5/8″ TYPE ‘X’ GLASS MAT

GYPSUM BOARD SHEATHING • (2) ROWS 3 5/8″ METAL STUDS

(STRUCTURAL PER TESTED ASSEMBLY)

• R-19 BATT INSULATION • 5/8″ TYPE ‘X’ GYPSUM BOARD • INTERIOR FINISH

NON-COMBUSTIBLE CONSTRUCTION

EXTERIOR WALL ASSEMBLY

8 1/2″ CLEAR

EQ EQ

CL OF BEAM

• (1) LAYER OF 5/8″ TYPE ‘X’ GLASS MAT GYPSUM SUBSTRATE

• (2) ROWS OF 3 5/8″ STEEL STUDS (STRUCTURAL PER TESTED ASSEMBLY)

• R-19 MINERAL OR GLASS FIBER INSULATION

• (1) LAYER OF 5/8″ TYPE ‘X’ GYPSUM BOARD

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • 2″ CONTINUOUS RIGID INSULATION

MIN. R-10 • WATERPROOF MEMBRANE

1′ – 2 1/4″ CLEAR

EQ EQ

CL OF BEAM

STRUCTURAL STEEL BEAM WITH FIREPROOFING COAT

EXTERIOR SIDE

SECTION VIEW

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • UV RESISTANT WATER RESISTIVE

BARRIER • 2″ CONTINUOUS RIGID INSULATION

MIN R-10 • WATERPROOF MEMBRANE • 5/8″ TYPE ‘X’ GLASS MAT

GYPSUM BOARD SHEATHING • (2) ROWS 3 5/8″ METAL STUDS

(STRUCTURAL PER TESTED ASSEMBLY)

• R-19 BATT INSULATION • 5/8″ TYPE ‘X’ GYPSUM BOARD • INTERIOR FINISH

EXTERIOR WALL ASSEMBLY

8 1/2″ CLEAR

EQ EQ

CL OF BEAM

STRUCTURAL STEEL BEAM

• (2) LAYERS OF 5/8″ TYPE ‘X’ GLASS MAT GYPSUM SUBSTRATE

• 6″ STEEL STUDS (STRUCTURAL PER TESTED ASSEMBLY)

• R-19 MINERAL OR GLASS FIBER INSULATION

• (2) LAYERS OF 5/8″ TYPE ‘X’ GYPSUM BOARD

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • 2″ CONTINUOUS RIGID

INSULATION MIN. R-10 • WATERPROOF MEMBRANE

STAIR CONSTRUCTION

HORIZONTAL SHAFTWALL NER-258 (WHI-495)

2-HOUR RATED

PROPRIETARY ASSEMBLY 1″ GYPSUM PANEL ON METAL FRAMING – SHAPE & GA PER MANUFACTURE (3) LAYERS 1/2″ TYPE “C” GYPSUM BOARD. R-19 BATT INSULATION8″ 1/2″

• (2) LAYERS OF 5/8″ TYPE ‘X’ GLASS MAT GYPSUM SUBSTRATE

• 6″ STEEL STUDS (STRUCTURAL PER TESTED ASSEMBLY)

• R-19 MINERAL OR GLASS FIBER INSULATION

• (2) LAYERS OF 5/8″ TYPE ‘X’ GYPSUM BOARD

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • 2″ CONTINUOUS RIGID

INSULATION MIN. R-10 • WATERPROOF MEMBRANE

PROPRIETARY ASSEMBLY 1″ GYPSUM PANEL ON METAL FRAMING – SHAPE & GA PER MANUFACTURE (3) LAYERS 1/2″ TYPE “C” GYPSUM BOARD. R-19 BATT INSULATION

STEEL STAIR CONSTRUCTION WITH CONCRETE FILLED PANS REFER TO STRUCTURAL

HORIZONTAL SHAFTWALL NER-258 (WHI-495)

2-HOUR RATED

PROPRIETARY ASSEMBLY 1″ GYPSUM PANEL ON METAL FRAMING – SHAPE & GA PER MANUFACTURE (3) LAYERS 1/2″ TYPE “C” GYPSUM BOARD. R-19 BATT INSULATION

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • 2″ CONTINUOUS RIGID

INSULATION MIN. R-10 • WATERPROOF MEMBRANE

STAIR CONSTRUCTION – REFER TO STRUCTURAL FOR DETAILS

CONT. SEALANT

HORIZONTAL SHAFTWALL NER-258 (WHI-495)

2-HOUR RATED

PROPRIETARY ASSEMBLY 1″ GYPSUM PANEL ON METAL FRAMING – SHAPE & GA PER MANUFACTURE (3) LAYERS 1/2″ TYPE “C” GYPSUM BOARD. R-19 BATT INSULATION

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • 2″ CONTINUOUS RIGID

INSULATION MIN. R-10 • WATERPROOF MEMBRANE

STAIR AND LANDING CONSTRUCTION REFER TO STRUCTURAL FOR DETAILS

1′-0″ 1/2″

HORIZONTAL SHAFTWALL NER-258 (WHI-495)

2-HOUR RATED

PROPRIETARY ASSEMBLY 1″ GYPSUM PANEL ON METAL FRAMING – SHAPE & GA PER MANUFACTURER (3) LAYERS 1/2″ TYPE “C” GYPSUM BOARD. R-19 BATT INSULATION

• COMPOSITE METAL PANEL ASSEMBLY (ACM)

• 2″ METAL Z-FURRING • 2″ CONTINUOUS RIGID

INSULATION MIN. R-10 • WATERPROOF MEMBRANE

WALL ASSEMBLY, SEE PLANS

1″ THICK MDF WIDTH TO ALIGN WITH FACE OF WALL, PAINTED TO MATCH WALL

1/4″ X 1/4″ REVEAL

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

10/ 28/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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EXTERIOR PARTITION TYPES & DETAILS

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1 1/2″ = 1′-0″ ACM PANEL 1- HOUR -DBL STUDE12

1 1/2″ = 1′-0″ ACM RAINSCREEN W/DBL STUDSE11

1 1/2″ = 1′-0″ 1- HOUR -DBL STUD WALL AT BEAM1

1 1/2″ = 1′-0″ ACM RAINSCREEN W/DBL STUDS AT BEAM2

5

1 1/2″ = 1′-0″ STAIR – 2 HR WALL / SOFFIT – C73 1 1/2″ = 1′-0″

STAIR – 2 HR SOFFIT -C7 TO WALL6 1 1/2″ = 1′-0″ STAIR – 2 HR SLOPED SOFFIT – C74 1 1/2″ = 1′-0″

STAIR – 2 HR CHANGE IN SOFFIT – C75

NEW SHEET 10/28/2014

No. Description Date

5 Construction Changes

10/28/14

1 1/2″ = 1′-0″ 2 HR SOFFIT – C7C7 1 1/2″ = 1′-0″

WALL CAP – SOUTH STAIR7

 

 

GRID

GRID

INTUMESCENT FIREPROOFING PAINT PER UL DESIGN X649 FOR 1 HOUR CONSTRUCTION. SEE GOO2 FOR FIRE RESISTANCE REQUIREMENT

STRUCTURAL STEEL COLUMN REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

A1

2 INTUMESCENT FIREPROOFINGPAINT PER UL DESIGN X649 FOR 1 HOUR CONSTRUCTION. SEE GOO2 FOR FIRE RESISTANCE REQUIREMENT

STRUCTURAL STEEL COLUMN REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

1/2″ TEMPERED GLASS

1/2″ TEMPERED GLASS

1/2″ 1/2″

GRID

GRID

2′ – 0″

2′ –

0″

EQ. EQ.

EQ .

EQ .

SOUND ATTENUATION BATT INSULATION WHERE REQUIRED. SEE WALL TYPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON 3-5/8″ METAL STUDS COLUMN ENCLOSURE

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

FIREPROOFING COAT

NOTCH TRACK TO FIT CLEAR OF COLUMN AND FIREPROOFING

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS WHERE CONDUITS AND PIPING OCCUR WITHIN COLUMN COVER

PROVIDE AND INSTALL COLUMN AND STUD ATTACHMENT CLIPS

FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

GRID

GRID

2′ – 0″

2′ –

0″ EQ

. EQ

.

SOUND ATTENUATION BATT INSULATION AS REQUIRED. SEE WALL TYPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON METAL STUDS SEE PLAN FOR WALL TYPES

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

FIREPROOFING COAT

NOTCH TRACK TO FIT CLEAR OF COLUMN AND FIREPROOFING

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS WHERE CONDUITS AND PIPING OCCUR WITHIN COLUMN COVER

PROVIDE AND INSTALL COLUMN AND STUD ATTACHMENT CLIPS

FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

GRID

GRID

2′ –

0″ EQ

. EQ

.

SOUND ATTENUATION BATT INSULATION AS REQUIRED. SEE WALL TYPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON METAL STUDS SEE PLAN FOR WALL TYPES

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

FIREPROOFING COAT

NOTCH TRACK TO FIT CLEAR OF COLUMN AND FIREPROOFING

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS WHERE CONDUITS AND PIPING OCCUR WITHIN COLUMN COVER

PROVIDE AND INSTALL COLUMN AND STUD ATTACHMENT CLIPS

FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

2′ – 0″

EQ. EQ.

GRID

GRID

2′ –

0″ EQ

. EQ

.

SOUND ATTENUATION BATT INSULATION AS REQUIRED. SEE WALL TYPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON 6″ METAL STUDS SEE PLAN FOR WALL TYPES

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

FIREPROOFING COAT

NOTCH TRACK TO FIT CLEAR OF COLUMN AND FIREPROOFING

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS WHERE CONDUITS AND PIPING OCCUR WITHIN COLUMN COVER

PROVIDE AND INSTALL COLUMN AND STUD ATTACHMENT CLIPS

FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

SEE PLAN WHERE WALL OCCURS

5/8″ GYPSUM BOARD ON 3-5/8″ STUDS

GRID

1′ –

0″

SOUND ATTENUATION BATT INSULATION AS REQUIRED. SEE WALL TYPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON 6″ METAL STUDS SEE PLAN FOR WALL TYPES

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

FIREPROOFING COAT

NOTCH TRACK TO FIT CLEAR OF COLUMN AND FIREPROOFING

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS WHERE CONDUITS AND PIPING OCCUR WITHIN COLUMN COVER

PROVIDE AND INSTALL COLUMN AND STUD ATTACHMENT CLIPS

FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

2′ – 0″

PLUMBING CHASE

GRID WIRE MESH THIS SIDE OF STUDS

GRID

GRID

2′ – 0″

2′ –

0″

EQ .

EQ .

SOUND ATTENUATION BATT INSULATION AS REQUIRED. SEE WALL TYPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON METAL STUDS SEE PLAN FOR WALL TYPES

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

FIREPROOFING COAT

NOTCH TRACK TO FIT CLEAR OF COLUMN AND FIREPROOFING

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS WHERE CONDUITS AND PIPING OCCUR WITHIN COLUMN COVER

PROVIDE AND INSTALL COLUMN AND STUD ATTACHMENT CLIPS

FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

D1

1′ –

0″

SOUND ATTENUATION BATT INSULATION AS REQUIRED. SEE WALL TYPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON 3-5/8″ METAL STUDS SEE PLAN FOR WALL TYPES

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION FIREPROOFING COAT

NOTCH TRACK TO FIT CLEAR OF COLUMN AND FIREPROOFING

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS WHERE CONDUITS AND PIPING OCCUR WITHIN COLUMN COVER

PROVIDE AND INSTALL COLUMN AND STUD ATTACHMENT CLIPS

FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

2′ – 0″

2

SE E

PL AN

WIRE MESH

GRID

GRID

2′ – 0″

2′ –

0″ EQ. EQ.

EQ .

EQ .

SOUND ATTENUATION BATT INSULATION AS REQUIRED. SEE WALL TYPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON 3-5/8″ METAL STUDS COLUMN ENCLOSURE

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

FIREPROOFING COAT

NOTCH TRACK TO FIT CLEAR OF COLUMN AND FIREPROOFING

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS WHERE CONDUITS AND PIPING OCCUR WITHIN COLUMN COVER

PROVIDE AND INSTALL COLUMN AND STUD ATTACHMENT CLIPS

FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

6″ METAL STUDS

GRID

GRID

3′ – 4″

2′ –

0″

2′ – 0″ 1′ – 4″

SOUND ATTENUATION BATT INSULATION AS REQUIRED. SEE WALL TYPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON 3-5/8″ METAL STUDS COLUMN ENCLOSURE

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

FIREPROOFING COAT

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS WHERE CONDUITS AND PIPING OCCUR WITHIN COLUMN COVER

FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

GRID

GRID

4′ – 0″

2′ –

0″

2′ – 0″ 2′ – 0″

SOUND ATTENUATION BATT INSULATION AS REQUIRED. SEE WALL TYPES

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

FIREPROOFING COAT FULL HEIGHT METAL CORNER BEAD AT ALL WALL CORNERS TYPICAL

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

8: 11

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A250

PLAN DETAILS

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3″ = 1′-0″ INTUMESCENT FP COLUMN1 3″ = 1′-0″

INTUMESCENT FP COLUMN – GLASS4

1 1/2″ = 1′-0″ INTERIOR COLUMN COVER2 1 1/2″ = 1′-0″

INTERIOR COLUMN WITH WALL5 1 1/2″ = 1′-0″ COLUMN WRAP WITH WALL8

1 1/2″ = 1′-0″ COLUMN WRAP AND WALLS7

1 1/2″ = 1′-0″ COLUMN HALF WRAP / PLUMBING3 1 1/2″ = 1′-0″

INTERIOR COLUMN WITH WALLS6 1 1/2″ = 1′-0″ COLUMN WRAP / PLUMBING9

1 1/2″ = 1′-0″ OFFICE COLUMN COVER10

1 1/2″ = 1′-0″ OFFICE COLUMN11

1 1/2″ = 1′-0″ LARGE COLUMN COVER12

No. Description Date

 

 

2″ 4″

4″ 2″

TYPICAL NOTE: PROVIDE TRACK BLOCKING AT ALL WALL-MOUNTED CABINETS, ELECTRICAL PANELS, ETC.

WALL FINISHES, INSULATION, ETC. NOT SHOWN FOR CLARITY

EXTEND STUDS TO STRUCTURE ABOVE

TOP OF CABINET

6″ X 16 GA TRACK BLOCKING BEHIND CABINET AT TOP AND BOTTOM AT ALL STUD CAVITIES (TYP)

(3)#2 TYPE ‘S’ SCREWS AT EACH STUD – TYP. TOP AND BOTTOM ROWS OF BLOCKING.

METAL STUDS – SEE PARTITION TYPES FOR SIZE AND SPACING.

OUTLINE OF CABINET

6″ x 16 GA (1-5/8″ FLANGE) DIAGONAL ( + 45 ) BRACE LOCATE AS REQUIRED BY PARTITION LENGHT & WHERE SHOWN ON REFLECTED CEILING PLAN

NOTE: FASTENERS TO BE #12 TYPE “S”

3-5/8″ x 16 GA RUNNER 54″ LONG; SECURE TO 4 STUDS MIN.

6′-0 ” M

AX.

TYP .

UN BR

AC ED

LEN GT

H O F

PAR TIT

ION

(4) – #12 TYPE ‘S’ AT EACH INTERSECTION

6″ X 16 GA (1 5/8″ FLANGE) DIAGONAL (45) BRACE LOCATE AS REQUIRED BY PARTITION LENGTH & WHERE SHOWN ON REFLECTED CEILING PLAN

6′-0 ” M

AX TY

P.

UN BR

ACE D

LEN GT

H O F

PAR TIT

ION

NOTE: ALL FIRE EXTINGUISHER CABINETS SHALL BE EQUIPPED WITH FIRE EXTINGUISHERS – SEE PLANS FOR RATINGS OF FIRE EXTINGUISHERS.

SEMI-RECESSED NON-RATED FIRE EXTINGUISHER CABINET

FE

ACOUSTICAL SEALANT SYSTEM AT PERIMETER

PACK TIGHT WITH SOUND INSULATION

2 1/

2″

CONTINUE GWB LAYER UNBROKEN BEHIND CABINET

ALL FIRE EXTINGUISHER CABINETS SHALL BE EQUIPPED WITH FIRE EXTINGUISHERS – SEE PLAN FOR RATINGS OF FIRE EXTINGUISHERS

FEC NON-RATED FIRE EXTINGUISHER CABINET. SEMI- RECESSED WITH PROJECTION DETERMINED BY WALL CAVITY DEPTH

CONDITION @ 3-5/8″ STUD WALL

FE

2 1/

2″

(4) – #12 TYPE ‘S’ AT EACH INTERSECTION

NOTCH FLANGE OF CONTINUOUS REINFORCING CHANEL AND LAPPED TO RECEIVE INTERSECTING CHANNEL.

GYPSUM BOARD AND METAL STUD PARTITION. SEE PARTITION TYPES

INTERSECTING REINFORCING CHANNELS

CONTINUOUS REINFORCING CHANNEL

SECURE TOP REINFORCING CHANNEL TO PARTITION RUNNER WITH #12 TYPE ‘S’ AT 6″ O.C. STAGGERED

TOP OF PARTITION WITHOUT REINFORCING

2″ 4″

4″ 2″

TYPICAL NOTE: PROVIDE TRACK BLOCKING AT ALL WALL-MOUNTED CABINETS, ELECTRICAL PANELS, WHITE BOARDS, ETC.

WALL FINISHES, INSULATION, ETC. NOT SHOWN FOR CLARITY

EXTEND STUDS TO TOP OF STRUCTURE ABOVE

TOP OF WALL MOUNTED ACCESSORY

6″ X 20 GA TRACK BLOCKING AT ALL STUD CAVITIES BEHIND BOARDS TYP.

(3)#2 TYPE ‘S’ SCREWS AT EACH STUD – TYP. TOP AND BOTTOM ROWS OF BLOCKING.

METAL STUDS – SEE PARTITION TYPES FOR SIZE AND SPACING.

OUTLINE OF WALL MOUNTED ACCESSORY

G1

C1

PE R

S TR

U C

TU R

ALFIRE SHIELD PRE-COMPRESSED FOAM EXPANSION JOINT SYSTEM. COLOR TO MATCH GARAGE STRUCTURE

EXPAND FOAM SEAL COMPRESSED BETWEEN COLUMN AND NEW WALL

RATED WALL – SEE PLAN FOR WALL TYPES

THERMAL INSULATED WALL

G1

C1 18 GA. PREFINISHED METAL VERTICAL FLASHING WITH HEM EDGE

FIRE SHIELD PRE-COMPRESSED FOAM EXPANSION JOINT SYSTEM. COLOR TO MATCH GARAGE STRUCTURE

EXPAND FOAM SEAL COMPRESSED BETWEEN COLUMN AND NEW WALL

A

9 G11

EXISTING PRECAST CONCRETE PARKING STRUCTURE

4″ CMU BLOCK VENEER WITH METAL WALL TIES ON 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MATT GYPSUM BOARD

18 GA. VERTICAL FLASHING

FIRE SHIELD PRE-COMPRESSED FOAM EXPANSION JOINT SYSTEM. COLOR TO MATCH GARAGE STRUCTURE

FILL REVEALS WITH FIRE SHEILD FOAM EXPANSION JOINT

ACM PANEL ABOVE

EXPAND FOAM SEAL COMPRESSED BETWEEN COLUMN AND NEW WALL

PE R

S TR

U C

TU R

AL

M AX

. 6 ”

M IN

. 4 ”

10″

A

9 G11

EXISTING PRECAST CONCRETE PARKING GARAGE STRUCTURE

FILL REVEALS WITH FIRE SHEILD FOAM EXPANSION JOINT

DOUBLE EXPAND FOAM SEAL COMPRESSED BETWEEN COLUMN AND NEW WALL

PE R

S TR

U C

TU R

AL

M AX

. 6 ”

M IN

. 4 ”

ACM WALL PANELS A752 2

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

8: 15

A M

A251

PLAN DETAILS

MRDDWL

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100% CD PHASE 2

1 1/2″ = 1′-0″

BLOCKING AT WALL MOUNT CABINETS4 1 1/2″ = 1′-0″

INTERSECTING WALL BRACINGS1

1 1/2″ = 1′-0″ BRACING AT INTERSECTING WALLS2

1 1/2″ = 1′-0″ EXTINGUISHER AT SOUND WALL6

1 1/2″ = 1′-0″ FIRE EXTINGUISHER CABINET7 1 1/2″ = 1′-0″

TYPICAL PARTITION BRACING3

1 1/2″ = 1′-0″ TYPICAL TRACK BLOCKING5

1 1/2″ = 1′-0″ DBL JOINT AT NORTH STAIR – 1ST FLR8

1 1/2″ = 1′-0″ DBL JOINT AT NORTH STAIR – 2-4 FLR9

1 1/2″ = 1′-0″ DOUBLE JOINT AT PRECAST – 1ST FLR10

1 1/2″ = 1′-0″ DOUBLE JOINT AT PRECAST – 2 – 4 FLR11

1

No. Description Date

1 Review Comments 08/06/14

 

 

F

J

J J

J J

7 6 B

F

D1

C1

2 A500

A755 2

7 A252

7 A252

8 A252

A251 8

1

10 A252

10 A252

7 A252

10 A252

10 A252

4

A1

A755 1

7 A252

7 A252

7 A252

10 A252

10 A252

D1

10′ – 0″

5′ –

1 0 3

/4 ”

7 A252

8 A252

10 A252

DOOR – SEE SCHEDULE

DOOR BOTTOM HARDWARE – SEE SCHEDULE

THERMO-BARRIER THRESHOLD. APPLY BEAD OF SEALANTS

WALK OFF MAT RAILS AND BASE FRAME

DEPRESSED CONCRETE AND SLOPE TO DRAIN

SLAB DIVIDER WITH FIBERBOARD STRIP

FLOOR MATERIAL – SEE FINISHED SCHEDULE

PERIMETER BASE FRAME WITH ANCHORS

CARPET STRIPS

EXTRUDED METAL RAILS

KEY BAR FRAME

LONG VINYL CUSHION DEPRESSED CONCRETE SLAB. SLOPE TOWARD FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR LOCATION OF DRAINS

FLOOR MATERIAL – SEE FINISHED SCHEDULE PERIMETER BASE FRAME WITH ANCHORS

CARPET STRIPS EXTRUDED METAL RAILS

KEY BAR FRAME

LONG VINYL CUSHION

DEPRESSED CONCRETE SLAB. SLOPE TOWARD FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR LOCATION OF DRAINS

WALL – SEE PLAN FOR WALL TYPE

PERIMETER BASE FRAME WITH ANCHORS

CARPET STRIPS

EXTRUDED METAL RAILS

KEY BAR FRAME

LONG VINYL CUSHION DEPRESSED CONCRETE SLAB. SLOPE TOWARD FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR LOCATION OF DRAINS

BASE – SEE FINISHED SCHEDULE

10

7 A252

10 A252

10 A252

9 A252

10′ – 0″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

8: 23

A M

A252

PLAN DETAILS

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/4″ = 1′-0″ ENLARGED PLAN – NORTH VESTIBULE4

1/4″ = 1′-0″ ENLARGED PLAN – WEST VESTIBULE3

1/4″ = 1′-0″ ENLARGED PLAN – CORRIDOR / PLAZA1 3″ = 1′-0″

WALK OFF MAT AT DOOR7

3″ = 1′-0″ WALK OFF MAT DETAIL8

3″ = 1′-0″ WALK OFF MAT SECTION9

3″ = 1′-0″ WALK OFF MAT AT WALL10

1/4″ = 1′-0″ ENLARGED PLAN – SOUTH STAIR – 1ST FLOOR2

No. Description Date

 

 

2

B1

1

9 EQUAL PANEL WIDTHS

EXPANDABLE PANEL

IN S

TA C

KE D

P O

SI T I

O N

4 PA

N EL

S PL

U S

EX PA

N D

AB LE

P AN

EL 5

PA N

EL S

IN S

TA C

KE D

P O

SI TI

O N

TRACK ABOVE

LINE OF SOFFIT ABOVE

A253 6

A253 5P10

A244

A253 8

A253 8

21 9 EQUAL PANEL WIDTHS

MARKER BOARD

10 ‘ –

0 ”

3′ –

0″ 4’

– 0″

7 A253

8 A351

5 A253

6 A253

OPERABLE PANELS IN STACKED POSITION

MANUAL DROP-SEAL

FABRIC

FABRIC AUTOMATIC SEAL

2 1 9 EQUAL WIDTH PANELSEXPANDABLE PANEL

MARKER BOARDS

10 ‘ –

0 ”

4′ –

0″ 3′

– 0″

7 A253

8 A351

5 A253

6 A253

PARTITION IN STACKED POSITION

MANUAL DROP-SEAL

FABRIC

FABRIC AUTOMATIC SEAL

2’ –

3″

GRID

ACOUSTICAL CAULKING BETWEEN JAMB AND WALL

BUILD UP METAL STUDS WITH 2 X FR WOOD BLOCKING INSIDE STUDS STRUCTURAL STEEL COLUMN – REFER TO STRUCTURAL FOR SIZE

5/8″ TYPE ‘X’ GYPSUM BOARD ON 3-5/8″ METAL STUDS WITH FULL HEIGHT METAL CORNER BEADS AT CORNERS

FIXED JAMB WITH MATCH FINISH AS PARTITION

MOVEABLE ACOUSTICAL WALL PANELS

20 GA. CHANNEL STUD

FINISH FLOOR

ACOUSTICAL SEAL

MANUAL DROP SEAL 2″ OPERATING

OPERABLE WALL PANEL

GRID

TRAVEL

6″ TO 1′ – 6″

2′ –

3″

ACOUSTICAL CAULKING BETWEEN JAMB AND WALL BOTH SIDES BUILD UP STUDS WITH 2″ FR WOOD BLOCKING INSIDE METAL STUDS

STRUCTURAL STEEL COLUMN – REFER TO STRUCTURAL FOR SIZE

EXPANDABLE PANEL NOSE

FIXED JAMB

5/8″ TYPE ‘X’ GYPSUM BOARD ON 3-5/8″ METAL STUDS WITH FULL HEIGHT METAL CORNER BEADS AT CORNERS

20 GA. CHANNEL STUD

2

B1

OPERABLE PARTITION GUIDE TRACK AT CEILING

10″

10″

8 A351

9 A253

9 A253

PROVIDE AND INSTALL STOPPER IN TRACK TO PREVENT IMPACT OF MOVING PARTITION AGAINST SURFACE OF WALL

PROVIDE AND INSTALL STOPPER IN TRACK TO PREVENT IMPACT OF MOVING PARTITION AGAINST SURFACE OF WALL

KEEP GRIDS IN SAME LINE AS OTHER ACROSS OPERABLE PARTITION GUIDE TRACK – TYP.

AUTOMATIC TOP SEAL RISE/LOWER DURING OPERATION OF PANELS

ACOUSTIC PARTITION PANEL SYSTEM IN STACKED POSITION

FLUSH TRACK ASSEMBLY WITH CEILING PANELS

BRACINGS WHERE REQUIRED

GRID TO GRID WITH CLAIMS

BUILD UP METAL STUDS WITH 2 X FR WOOD BLOCKING INSIDE STUDS

MOVEABLE ACOUSTICAL WALL PANELS IN STACKED POSITION

20 GA. CHANNEL STUD STOP PANEL AT LEAST 2″ FROM FACE WALL

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

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NEW SHEET 1

1/4″ = 1′-0″ CLASSROOM 201 – OPERABLE PARTITION PLAN1

1/4″ = 1′-0″ ELEVATION VIEW OF OPERABLE PARTITION – WEST3

1/4″ = 1′-0″ ELEVATION VIEW OF OPERABLE PARTITIONS – EAST4

1 1/2″ = 1′-0″ OPERABLE PANEL AT COLUMN6 1 1/2″ = 1′-0″

BASE SEAL SYSTEM7 1 1/2″ = 1′-0″ EXPAND PANEL AT COLUMN5

1/4″ = 1′-0″ TRACK PLAN2

3″ = 1′-0″ TRACK SECTION AT ACT9

1 1/2″ = 1′-0″ OPERABLE PANEL STOPPER8

MANUAL OPERABLE PARTITION PANELS, 52 STC WITH FABRIC WALL COVERING AND 48″ HIGH COATED STEEL NON-POROUS WRITING SURFACE BOARD ON BOTH SIDES OF PANEL. JOINTED PANELS WITH ACOUSTIC SEALS

No. Description Date

1 Review Comments 08/06/14

 

 

2 3 4 5

6 7 8

9 10

A1

B1

D1

C1

1

A3 03

A3 0 2FIRST FLOOR REFLECTED CEILING PLAN NORTH FIRST FLOOR REFLECTED CEILING PLAN SOUTH

4

2 3 4 5 6 7 8 9 10

A1

B1

D1

C1

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A3 0 6SECOND FLOOR REFLECTED CEILING PLAN NORTH SECOND FLOOR REFLECTED CEILING PLAN SOUTH

R E G

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D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

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SHEET NUMBER:

REVISIONS

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1/16″ = 1′-0″ OVERALL FIRST FLOOR REFLECTED CEILING PLAN

1/16″ = 1′-0″ OVERALL SECOND FLOOR REFLECTED CEILING PLAN

NORTH

NORTH

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

2 3 4 5

6 7 8

9 10

A1

B1

D1 C1

1

A3 07

A3 0 6THIRD FLOOR REFLECTED CEILING PLAN NORTH THIRD FLOOR REFLECTED CEILING PLAN SOUTH

4

2 3 4 5

6 7 8

9 10

A1

B1

D1 C1

1

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A3 0 8FOURTH FLOOR REFLECTED CEILING PLAN NORTH FOURTH FLOOR REFLECTED CEILING PLAN SOUTH

4

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I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

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1/16″ = 1′-0″ OVERALL THIRD FLOOR REFLECTED CEILING PLAN

1/16″ = 1′-0″ OVERALL FOURTH FLOOR REFLECTED CEILING PLAN

NORTH

NORTH

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

WAP

WAP

WAP

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

S

SP SP

SP SP

SP

SP

SP

SP

SP

SP

PROJ

REFLECTED CEILING PLAN LEGEND CEILING TYPE TAG WITH HEIGHT OF CEILING ABOVE FINISHED FLOOR ELEVATION.

2′ X 4′ (NOM) LED LIGHT FIXTURE

2′ X 2′ (NOM) LED LIGHT FIXTURE

8″ X 4′ (NOM) RECESSED LED LIGHT FIXTURE

4′ LED COVE LIGHT (ABOVE)

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

WALL WASHER OR DIRECTIONAL DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

4′ (NOM) WALL RECESSED LIGHT FIXTURE

EXIT SIGN – SEE ELEC. DRAWINGS FOR DIRECTION

SMOKE DETECTOR

HORN/ STROBE, CEILING MOUNTED

FIRE SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

LINEAR SUPPLY/ RETURN AIR DIFFUSER

WALL/ SOFFIT MOUNTED SUPPLY AIR DIFFUSER

WALL / SOFFIT MOUNTED RETURN AIR DIFFUSER

SPEAKER

C 0 13′ – 10″AF

H

S

SP

2 3 4 5

A1

B1

D1

C1

1

C1 10′ – 0″AF

C1 9′ – 0″AFC1

9′ – 0″AF

C1 10′ – 0″AF

C1 10′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C3 9′ – 0″AF

C3 12′ – 0″AF

C1 9′ – 6″AF

C3 12′ – 0″AF

C3 10′ – 0″AF

C3 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 10′ – 0″AF

C1 9′ – 0″AF

C3 10′ – 0″AF

C1 9′ – 0″AF C1

9′ – 0″AF

C1 8′ – 0″AF

C3 9′ – 0″AF

C3 9′ – 0″AF

1 A350

1 A350

1 A350

9 A455

9 A455

9 A351

10 A351

A3 04

A3 02

A3 0 4

A3 0 2

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C5 12′ – 0″AF

C5 12′ – 0″AF

EXP EXP C3 9′ – 0″AF

5′ – 4″5′ – 8″

26′ – 0″

75°

105°

PT-3

PT-3

PT-3

PT -2

SO FF

IT

PT-3

PT-3

PT-3

PT-3

PT-11

PT-11

PT-11

FACE & UNDERSIDE OF SOFFIT PT-2

PT-3

C4 9′ – 0″AF

C3 9′ – 0″AF

4

4

6 A350

TYP.

306

2′ –

4″

LINE OF CONT. SOFFIT ABOVE

LINE OF CLG. ABOVE

4

WOOD TRIM (WD-4)

C3 10′ – 0″AF

PT-3

9 A351

C4 9′ – 0″AF

C3 9′ – 0″AF

1′ –

1″

1′ – 0″ 7

A350

10 4°

10 ‘ –

6 ”

9′ –

11 ”

1’ –

4″

16 ‘ –

8 ”

1′ –

4″

10 A350

9 A350 5

2 A350

8 A350

1′ –

0″

C3 9′ – 6″AF

80 °

6

6

21′ – 4″ 6

4′ –

0″ 4′

– 0″

4′ –

0″

5′ – 11″

6 6

6 6

6

6

PT-2FACE OF SOFFIT

6

6

PT-3

6

REFLECTED CEILING PLAN NOTES CEILING GRID SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE MOUNTED AT CENTER OF CEILING PANEL UNLESS NOTED OTHERWISE.

FIXTURE COLORS SHALL BE APPROVED BY THE ARCHITECT

1.

2.

3.

REFLECTED CEILING FINISH LEGEND 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

2HR HORIZONTAL SHAFT WALL ASSEMBLY

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED EAST-WEST

2′ X 2′ (NOM) ACP TYPICAL (C1)

4′ X 4′ (NOM) ACCENT PANEL TYPE 1

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED EAST-WEST

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

4

4

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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NORTH

1

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

OS

OS

OS

OS

OS

OS

OS

OS

OS

S

S S

S

S

S

OS

WAP

WAP

WAP

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

S

2 3 4 5

A1

B1

D1

C1

1

2′-0″ X 2′-0″ GRID ORIGIN POINT COLUMN LINES B1,10. ROTATE 11 DEGREES COUNTERCLOCKWISE

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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1/8″ = 1′-0″ FIRST FLOOR RCP-LAYOUT GRID – NORTH1

1

No. Description Date

1 Review Comments 08/06/14

 

 

J

OS

OSOS

OS

OS

S

S

S

OS OS

OS

WAP

WAP

OS

J

OSOSOSOS

J

S

S SP SPSP SP

SP SPSP SP

SP SPSP SP

SP SPSP SP

SP SPSP SP

SP SPSP SP

S

S S

S S

REFLECTED CEILING PLAN LEGEND CEILING TYPE TAG WITH HEIGHT OF CEILING ABOVE FINISHED FLOOR ELEVATION.

2′ X 4′ (NOM) LED LIGHT FIXTURE

2′ X 2′ (NOM) LED LIGHT FIXTURE

8″ X 4′ (NOM) RECESSED LED LIGHT FIXTURE

4′ LED COVE LIGHT (ABOVE)

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

WALL WASHER OR DIRECTIONAL DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

4′ (NOM) WALL RECESSED LIGHT FIXTURE

EXIT SIGN – SEE ELEC. DRAWINGS FOR DIRECTION

SMOKE DETECTOR

HORN/ STROBE, CEILING MOUNTED

FIRE SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

LINEAR SUPPLY/ RETURN AIR DIFFUSER

WALL/ SOFFIT MOUNTED SUPPLY AIR DIFFUSER

WALL / SOFFIT MOUNTED RETURN AIR DIFFUSER

SPEAKER

C 0 13′ – 10″AF

H

S

SP

5 6 7 8 9 10

A1

B1

D1

C1 10′ – 0″AF

C1

C1

C1

C3 10′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 6″AF

C3 9′ – 0″AF

C5 12′ – 0″AF

1 A350

1 A350

9 A455

9 A455

9 A455

9 A455

9 A455

9 A455

9 A455

1 A352

1 A352

A3 04

A3 0 2

A3 0 4

A3 0 2

C3 7′ – 9″AF

EXP

EXP

EXP

SEE SHEET A818 FOR CEILING HEIGHTS

PT-11

PT-3

PT-11

PT-11

PT-2

PT-3

PT-3PT-3

C3 9′ – 0″AF

PT-2

C1 9′ – 0″AF

C4 9′ – 0″AF

C4 9′ – 0″AF

4 4

4

EXP

4

9′ – 0″

2′ –

7″ 5A900

1

C3 9′ – 0″AF

C3 9′ – 0″AF

10″

1′ – 5″1 ‘ –

4 “1′ –

0″

2 A350 2

A350 8

A350

8 A350

C3 12′ – 0″AF

6

6 6 6

8″

4 A350

6

6

6

6

6

PT-2 FACE OF SOFFIT

C3 12′ – 0″AF PT-3

C3 10′ – 0″AF

PT-2

C3 10′ – 0″AF

PT-2

PT -2

FA C

E O

F SO

FF IT

PT -2

FA C

E O

F SO

FF IT

3′ –

0″ 2′

– 0″

6

C3 10′ – 0″AF

10 A819

6

6

310310 6

309 309

REFLECTED CEILING PLAN NOTES CEILING GRID SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE MOUNTED AT CENTER OF CEILING PANEL UNLESS NOTED OTHERWISE.

FIXTURE COLORS SHALL BE APPROVED BY THE ARCHITECT

1.

2.

3.

REFLECTED CEILING FINISH LEGEND 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

2HR HORIZONTAL SHAFT WALL ASSEMBLY

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED EAST-WEST

2′ X 2′ (NOM) ACP TYPICAL (C1)

4′ X 4′ (NOM) ACCENT PANEL TYPE 1

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED EAST-WEST

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

4

4

1/8″ = 1’-0″ FIRST FLOOR REFLECTED CEILING PLAN – SOUTH

NORTH

1

1

1

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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KEYNOTE LEGEND 309 PROJECTOR OPENING. COORDINATE LOCATION WITH A/V 310 24″ x 24” ACCESS PANEL

6

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

J

OS

OSOS

OS

OS

S

S

S

OS OS

OS

WAP

WAP

OS

OSOSOSOS

J

S

5 6 7 8 9 10

A1

B1

D1

2′ – 0″

2′ – 0″ 2′ – 0″

2′ – 0″ 2′ – 0″

2′-0″ X 2′-0″ GRID ORIGIN POINT COLUMN LINES B1,10

11°

11°

6 A352

TYP.

SEE DETAIL FOR COMPRESSION POST / RIGID BRACING CEILING DETAIL

/3 A352

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

9: 01

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A305

FIRST FLOOR RCP – GRID LAYOUT – SOUTH

MRDDWL

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100% CD PHASE 2

1/8″ = 1′-0″ FIRST FLOOR RCP – GRID LAYOUT – SOUTH1

1

No. Description Date

1 Review Comments 08/06/14

 

 

OS

OS

OS

OS

OS

OS

WAP

WAP

WAP

WAP

WAP

WAP

WAP

OSOS

OS

OS

OS

OSOS

OS

S

SP SP

SP SP

SP

SP SP

SP

SP

SP SP

SP

SP

SP SP

SP

SP

SP SP

SP SP

SP SP

SP

SP

SP SP

SP

PROJ

PROJ

SHORT THROW PROJECTOR

PROJ PROJ

PROJ

PROJ

PROJ

2 3 4

5

A1

B1

D1

C1

1

3 A350

8 A351

10 A351

9 A351

9 A351

13 A351

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 6″AF

C1 9′ – 6″AF

C1 9′ – 6″AF

C1 9′ – 6″AF

C1 9′ – 6″AF C1

9′ – 0″AF

C1 10′ – 0″AF

C1 10′ – 0″AF

C1 10′ – 0″AF

C1 10′ – 0″AF

C3 8′ – 0″AF

C1 10′ – 0″AF

C3 10′ – 0″AF

C3 8′ – 0″AF

C3 8′ – 0″AF

C3 9′ – 0″AF

C3 9′ – 0″AF

C3 8′ – 0″AF

C1 10′ – 0″AF

C3 10′ – 0″AF

C3 8′ – 0″AF

A3 08

A3 06

A3 08

A3 06

A253 2

121

C1 10′ – 0″AF

C3 9′ – 0″AF

C1 10′ – 0″AF

C1 10′ – 0″AF

EXP EXP

C3 8′ – 0″AF

109

104 104

104 104

PT-3

PT-1

PT-3

PT-3

PT-3

PT-1 PT-1 PT-1

PT-4 PT-4

PT-3

4

6 6

C3 10′ – 0″AF

C3 9′ – 0″AF

6

10 A351

6

9 A351

C3 9′ – 0″AF 6

PT-6PT-6PT-6 PT-6

REFLECTED CEILING PLAN LEGEND CEILING TYPE TAG WITH HEIGHT OF CEILING ABOVE FINISHED FLOOR ELEVATION.

2′ X 4′ (NOM) LED LIGHT FIXTURE

2′ X 2′ (NOM) LED LIGHT FIXTURE

8″ X 4′ (NOM) RECESSED LED LIGHT FIXTURE

4′ LED COVE LIGHT (ABOVE)

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

WALL WASHER OR DIRECTIONAL DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

4′ (NOM) WALL RECESSED LIGHT FIXTURE

EXIT SIGN – SEE ELEC. DRAWINGS FOR DIRECTION

SMOKE DETECTOR

HORN/ STROBE, CEILING MOUNTED

FIRE SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

LINEAR SUPPLY/ RETURN AIR DIFFUSER

WALL/ SOFFIT MOUNTED SUPPLY AIR DIFFUSER

WALL / SOFFIT MOUNTED RETURN AIR DIFFUSER

SPEAKER

C 0 13′ – 10″AF

H

S

SP

REFLECTED CEILING PLAN NOTES CEILING GRID SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE MOUNTED AT CENTER OF CEILING PANEL UNLESS NOTED OTHERWISE.

FIXTURE COLORS SHALL BE APPROVED BY THE ARCHITECT

1.

2.

3.

REFLECTED CEILING FINISH LEGEND 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

2HR HORIZONTAL SHAFT WALL ASSEMBLY

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED EAST-WEST

2′ X 2′ (NOM) ACP TYPICAL (C1)

4′ X 4′ (NOM) ACCENT PANEL TYPE 1

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED EAST-WEST

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

4

4

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

36 :3

0 PM

A306

RCP SECOND FLOOR NORTH

MRDDWL

1400.0008/06/2014

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D EN

T AN

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S ER

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IL D

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(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ SECOND FLOOR REFLECTED CEILING PLAN – NORTH

KEYNOTE LEGEND 104 SKYLIGHT – 4′ X 12′. SEE DETAIL 1/A230. SKYLIGHT FRAMING SHALL BE

NON-COMBUSTIBLE PER IBC 2405.4. REFER TO SPECIFICATION SECTION 08 63 00, 1.2 G.

109 MECHANICAL CHASE 121 MOVEABLE PARTITION – SINGLE PANEL SYSTEM

NORTH

1

1

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

OS

OS

OS

OS

OS

S

S

OS

WAP

WAP

WAP

WAP

WAP

WAP

WAP

OS

OS

OS

OS

OSOS

OS

S

2 3 4

5

A1

B1

D1

C1

1

2′-0″ X 2′-0″ GRID ORIGIN POINT 8′-10″ WEST OF

COLUMN LINE B1 AND 1′-5″ NORTH OF COLUMN LINE 7,

ROTATE 10 DEGREES COUNTERCLOCKWISE

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

9: 12

A M

A307

SECOND FLOOR RCP – GRID LAYOUT – NORTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/8″ = 1′-0″ SECOND FLOOR RCP – GRID LAYOUT – NORTH1

1

No. Description Date

1 Review Comments 08/06/14

 

 

J

J

OS

OS

OS

OS

OS

OSOSOS

S

OS OS

WAP

WAP

WAP

WAP

OSOS

OS

OS

S

SP

SP

SP

SP

SPSP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

PROJ

PROJ

PR OJ

PR OJ

SHORT THROW PROJECTOR SHORT THROW PROJECTOR

SHORT THROW PROJECTOR

SHORT THROW PROJECTOR

PROJ

SHORT THROW PROJECTOR

6 7 8 9 10

A1

B1

D1

13 A351

7 A351

10 A351

A3 08

A3 06

A3 08

A3 06

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF C1

9′ – 0″AF

C3 9′ – 0″AF

C6 10′ – 9″AF

C3 9′ – 0″AF

C3 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C1 9′ – 0″AF

C3 8′ – 0″AF

C3 8′ – 0″AF

C3 8′ – 0″AF

C3 9′ – 0″AF

C1 10′ – 0″AF

EXP

C1 9′ – 0″AF

C3 10′ – 0″AF

C3 10′ – 0″AF

PT-3

PT-4

PT-3

PT-4 PT-4

PT-3

PT-3

4

3 A351

TYP. 6

A308 2

A252 5 SIM.

6

TYP.

PT-6 PT-6

REFLECTED CEILING PLAN LEGEND CEILING TYPE TAG WITH HEIGHT OF CEILING ABOVE FINISHED FLOOR ELEVATION.

2′ X 4′ (NOM) LED LIGHT FIXTURE

2′ X 2′ (NOM) LED LIGHT FIXTURE

8″ X 4′ (NOM) RECESSED LED LIGHT FIXTURE

4′ LED COVE LIGHT (ABOVE)

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

WALL WASHER OR DIRECTIONAL DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

4′ (NOM) WALL RECESSED LIGHT FIXTURE

EXIT SIGN – SEE ELEC. DRAWINGS FOR DIRECTION

SMOKE DETECTOR

HORN/ STROBE, CEILING MOUNTED

FIRE SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

LINEAR SUPPLY/ RETURN AIR DIFFUSER

WALL/ SOFFIT MOUNTED SUPPLY AIR DIFFUSER

WALL / SOFFIT MOUNTED RETURN AIR DIFFUSER

SPEAKER

C 0 13′ – 10″AF

H

S

SP

REFLECTED CEILING PLAN NOTES CEILING GRID SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE MOUNTED AT CENTER OF CEILING PANEL UNLESS NOTED OTHERWISE.

FIXTURE COLORS SHALL BE APPROVED BY THE ARCHITECT

1.

2.

3.

REFLECTED CEILING FINISH LEGEND 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

2HR HORIZONTAL SHAFT WALL ASSEMBLY

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED EAST-WEST

2′ X 2′ (NOM) ACP TYPICAL (C1)

4′ X 4′ (NOM) ACCENT PANEL TYPE 1

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED EAST-WEST

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

4

4

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

36 :3

9 PM

A308

RCP SECOND FLOOR SOUTH

MRDDWL

1400.0008/06/2014

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D A

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EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

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ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ SECOND FLOOR REFLECTED CEILING PLAN – SOUTH

NORTH

1

1

1

1

4

3/8″ = 1′-0″ 4′ X 4′ ACCENT PANEL2

SEE SHEET A308 REFLECTED CEILING PLAN FOR LOCATIONS No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

J

J

OS

OS

OS

OS

OS

OSOSOS

S S S

S

OS OS

WAP

WAP

WAP

WAP

OSOS

OS

OS

S

6 7 8 9 10

A1

B1

D1

2′ – 0″

2′ – 0″

2′ – 0″

2′ – 0″ 2′ – 0″

3′ –

3″

2′ – 0″ 2′ – 0″

6′ –

9″ 2′-0″ X 2′-0″ GRID ORIGIN

POINT 8′-10″ WEST OF COLUMN LINE B1 AND 1′-5″ NORTH OF COLUMN LINE 7

10°

19 ‘ –

7 ”

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

9: 22

A M

A309

SECOND FLOOR RCP – GRID LAYOUT – SOUTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/8″ = 1’-0″ SECOND FLOOR RCP – GRID LAYOUT – SOUTH1

1

No. Description Date

1 Review Comments 08/06/14

 

 

OS

WAP

WAP WAP

J

OS OS OS OS OS OS OS OS OS OS OS

OS OS OS OS

OS OS OS OS OS

OS OS OS OS

OS

OS

S

S

OS OS

SP SP

SP SP

SP SP

SP SP

PROJ

2 3 4 5

B1

D1

C1

1

7 A351

7 A351

7 A754

7 A754

7 A754

7 A754

7 A351

7 A351

5 A350

8 A610

2 A3522

A352

2 A3522

A352

A3 11

A3 10

A3 1 1

A3 1 0

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 9′ – 0″AF

C3 9′ – 0″AF

C3 9′ – 0″AF

C1 8′ – 6″AF

EXP EXP

C3 8′ – 6″AF

PT-3

PT-5 PT-8 PT-7

PT-3

44

C3 9′ – 0″AF PT-3

9 A351

6

6

6

REFLECTED CEILING PLAN NOTES CEILING GRID SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE MOUNTED AT CENTER OF CEILING PANEL UNLESS NOTED OTHERWISE.

FIXTURE COLORS SHALL BE APPROVED BY THE ARCHITECT

1.

2.

3.

REFLECTED CEILING PLAN LEGEND CEILING TYPE TAG WITH HEIGHT OF CEILING ABOVE FINISHED FLOOR ELEVATION.

2′ X 4′ (NOM) LED LIGHT FIXTURE

2′ X 2′ (NOM) LED LIGHT FIXTURE

8″ X 4′ (NOM) RECESSED LED LIGHT FIXTURE

4′ LED COVE LIGHT (ABOVE)

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

WALL WASHER OR DIRECTIONAL DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

4′ (NOM) WALL RECESSED LIGHT FIXTURE

EXIT SIGN – SEE ELEC. DRAWINGS FOR DIRECTION

SMOKE DETECTOR

HORN/ STROBE, CEILING MOUNTED

FIRE SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

LINEAR SUPPLY/ RETURN AIR DIFFUSER

WALL/ SOFFIT MOUNTED SUPPLY AIR DIFFUSER

WALL / SOFFIT MOUNTED RETURN AIR DIFFUSER

SPEAKER

C 0 13′ – 10″AF

H

S

SP

REFLECTED CEILING FINISH LEGEND 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

2HR HORIZONTAL SHAFT WALL ASSEMBLY

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED EAST-WEST

2′ X 2′ (NOM) ACP TYPICAL (C1)

4′ X 4′ (NOM) ACCENT PANEL TYPE 1

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED EAST-WEST

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

4

4

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

36 :4

5 PM

A310

RCP THIRD FLOOR NORTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ THIRD FLOOR REFLECTED CEILING PLAN – NORTH

NORTH

1

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

J

J

OSS S S S S S S S S S S S S S S

S

S S

S

S S

S

S

S S

S S

S S

S S

S S

S

S

S S

S S

S S

S S

S S

S

S S S S

S S S S S

S

OS

WAP WAP WAP

OS OS OS OS OS OS OS OS OS OS OS OS OS OS

OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS

OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS

OS OS OS OS OS OS OS OS OS OSOSOSOS

S

S

5 6 7 8 9 10

B1

D1

7 A351

7 A351

7 A351

9 A351

2 A352

2 A352

2 A352

2 A352

2 A352

A3 11

A3 1 0

A3 1 1

A3 1 0

C3 9′ – 0″AF

C2 9′ – 0″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C3 9′ – 0″AF

C3 9′ – 0″AF

C3 9′ – 0″AF

C1 8′ – 6″AF

C3 8′ – 6″AF

EXP

PT-5

PT-3

PT-3

PT-8 PT-7 PT-5

PT-3

PT-3

PT-3

PT-2

4

REFLECTED CEILING PLAN LEGEND CEILING TYPE TAG WITH HEIGHT OF CEILING ABOVE FINISHED FLOOR ELEVATION.

2′ X 4′ (NOM) LED LIGHT FIXTURE

2′ X 2′ (NOM) LED LIGHT FIXTURE

8″ X 4′ (NOM) RECESSED LED LIGHT FIXTURE

4′ LED COVE LIGHT (ABOVE)

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

WALL WASHER OR DIRECTIONAL DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

4′ (NOM) WALL RECESSED LIGHT FIXTURE

EXIT SIGN – SEE ELEC. DRAWINGS FOR DIRECTION

SMOKE DETECTOR

HORN/ STROBE, CEILING MOUNTED

FIRE SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

LINEAR SUPPLY/ RETURN AIR DIFFUSER

WALL/ SOFFIT MOUNTED SUPPLY AIR DIFFUSER

WALL / SOFFIT MOUNTED RETURN AIR DIFFUSER

SPEAKER

C 0 13′ – 10″AF

H

S

SP

REFLECTED CEILING PLAN NOTES CEILING GRID SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE MOUNTED AT CENTER OF CEILING PANEL UNLESS NOTED OTHERWISE.

FIXTURE COLORS SHALL BE APPROVED BY THE ARCHITECT

1.

2.

3.

REFLECTED CEILING FINISH LEGEND 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

2HR HORIZONTAL SHAFT WALL ASSEMBLY

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED EAST-WEST

2′ X 2′ (NOM) ACP TYPICAL (C1)

4′ X 4′ (NOM) ACCENT PANEL TYPE 1

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED EAST-WEST

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

4

4

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

03 :1

3 PM

A311

RCP THIRD FLOOR SOUTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

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S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ THIRD FLOOR REFLECTED CEILING PLAN – SOUTH

NORTH

1

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

OS

WAP

WAP

WAP

OS OS OS OS OS OS OS OS OS OS

OS OS OS OS OS

OS OSOSOSOSOS

OS OS OS OS

OS

OS

S

S

OS

SP

SP

SP

SP

SP SP

SPSP

PROJ PROJ

2 3 4 5

B1

D1

C1

1

7 A351

7 A351

7 A754

7 A754

7 A754

7 A754

7 A351

7 A351

5 A350

2 A3522

A352

2 A352

2 A352

A3 13

A3 12

A3 13

A3 12

EXP C3 9′ – 0″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 9′ – 10″AF

C3 9′ – 0″AF

C3 9′ – 0″AF

C3 8′ – 6″AF

EXP EXP

PT-5 PT-8 PT-7

PT-3

PT-34 4

9 A351

6

6

6

6

REFLECTED CEILING PLAN LEGEND CEILING TYPE TAG WITH HEIGHT OF CEILING ABOVE FINISHED FLOOR ELEVATION.

2′ X 4′ (NOM) LED LIGHT FIXTURE

2′ X 2′ (NOM) LED LIGHT FIXTURE

8″ X 4′ (NOM) RECESSED LED LIGHT FIXTURE

4′ LED COVE LIGHT (ABOVE)

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

WALL WASHER OR DIRECTIONAL DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

4′ (NOM) WALL RECESSED LIGHT FIXTURE

EXIT SIGN – SEE ELEC. DRAWINGS FOR DIRECTION

SMOKE DETECTOR

HORN/ STROBE, CEILING MOUNTED

FIRE SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

LINEAR SUPPLY/ RETURN AIR DIFFUSER

WALL/ SOFFIT MOUNTED SUPPLY AIR DIFFUSER

WALL / SOFFIT MOUNTED RETURN AIR DIFFUSER

SPEAKER

C 0 13′ – 10″AF

H

S

SP

REFLECTED CEILING PLAN NOTES CEILING GRID SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE MOUNTED AT CENTER OF CEILING PANEL UNLESS NOTED OTHERWISE.

FIXTURE COLORS SHALL BE APPROVED BY THE ARCHITECT

1.

2.

3.

REFLECTED CEILING FINISH LEGEND 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

2HR HORIZONTAL SHAFT WALL ASSEMBLY

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED EAST-WEST

2′ X 2′ (NOM) ACP TYPICAL (C1)

4′ X 4′ (NOM) ACCENT PANEL TYPE 1

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED EAST-WEST

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

4

4

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I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

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J

J

S S S

S

S S S S S S S S S S S

S

S

S

S S

S

S

S S

S S

S S

S S

S S

S

S

S S

S S

S S

S S

S S

S

S

S S S S S S S S S

S

WAP

WAP

OS

OS OS OS OS OS OS OS OS

OS OS OS OS OS OS OS OS OS

OSOSOSOSOSOS

OS OSOSOS OS OS OS OS OS OS OS OS OS OS OS

OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS

OSOSOS

S

S

6 7 8 9 10

B1

D1

7 A351

7 A351

7 A351

9 A351

2 A352

2 A352

2 A352

2 A352

A3 13

A3 12

A3 13

A3 12

C3 9′ – 0″AF

C3 9′ – 0″AF

C2 9′ – 0″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AFC1

8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C1 8′ – 6″AF

C3 9′ – 0″AF

C3 9′ – 0″AF

C1 8′ – 6″AF

EXP

EXP

PT-5

PT-3

PT-3

PT-8 PT-7 PT-5

PT-3

PT-3

PT-3

C1 8′ – 6″AF PT-2

4

REFLECTED CEILING PLAN LEGEND CEILING TYPE TAG WITH HEIGHT OF CEILING ABOVE FINISHED FLOOR ELEVATION.

2′ X 4′ (NOM) LED LIGHT FIXTURE

2′ X 2′ (NOM) LED LIGHT FIXTURE

8″ X 4′ (NOM) RECESSED LED LIGHT FIXTURE

4′ LED COVE LIGHT (ABOVE)

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

WALL WASHER OR DIRECTIONAL DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

4′ (NOM) WALL RECESSED LIGHT FIXTURE

EXIT SIGN – SEE ELEC. DRAWINGS FOR DIRECTION

SMOKE DETECTOR

HORN/ STROBE, CEILING MOUNTED

FIRE SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

LINEAR SUPPLY/ RETURN AIR DIFFUSER

WALL/ SOFFIT MOUNTED SUPPLY AIR DIFFUSER

WALL / SOFFIT MOUNTED RETURN AIR DIFFUSER

SPEAKER

C 0 13′ – 10″AF

H

S

SP

REFLECTED CEILING PLAN NOTES CEILING GRID SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE MOUNTED AT CENTER OF CEILING PANEL UNLESS NOTED OTHERWISE.

FIXTURE COLORS SHALL BE APPROVED BY THE ARCHITECT

1.

2.

3.

REFLECTED CEILING FINISH LEGEND 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

2HR HORIZONTAL SHAFT WALL ASSEMBLY

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED EAST-WEST

2′ X 2′ (NOM) ACP TYPICAL (C1)

4′ X 4′ (NOM) ACCENT PANEL TYPE 1

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED EAST-WEST

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

4

4

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I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

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1

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No. Description Date

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4

5 6 7

B1

D1

2 A522

1 A502

2 A502

1 A500

2 A500

EXP

REFLECTED CEILING PLAN LEGEND CEILING TYPE TAG WITH HEIGHT OF CEILING ABOVE FINISHED FLOOR ELEVATION.

2′ X 4′ (NOM) LED LIGHT FIXTURE

2′ X 2′ (NOM) LED LIGHT FIXTURE

8″ X 4′ (NOM) RECESSED LED LIGHT FIXTURE

4′ LED COVE LIGHT (ABOVE)

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT FIXTURE

WALL WASHER OR DIRECTIONAL DOWN LIGHT

WALL MOUNTED LIGHT FIXTURE

4′ (NOM) WALL RECESSED LIGHT FIXTURE

EXIT SIGN – SEE ELEC. DRAWINGS FOR DIRECTION

SMOKE DETECTOR

HORN/ STROBE, CEILING MOUNTED

FIRE SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

LINEAR SUPPLY/ RETURN AIR DIFFUSER

WALL/ SOFFIT MOUNTED SUPPLY AIR DIFFUSER

WALL / SOFFIT MOUNTED RETURN AIR DIFFUSER

SPEAKER

C 0 13′ – 10″AF

H

S

SP

REFLECTED CEILING PLAN NOTES CEILING GRID SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE.

SPRINKLER HEADS SHALL BE MOUNTED AT CENTER OF CEILING PANEL UNLESS NOTED OTHERWISE.

FIXTURE COLORS SHALL BE APPROVED BY THE ARCHITECT

1.

2.

3.

REFLECTED CEILING FINISH LEGEND 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

(SPARE)

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) ACP TYPE 1 ORIENTED EAST-WEST

2′ X 2′ (NOM) ACP TYPE 2

4′ X 4′ (NOM) ACCENT PANEL TYPE 1

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED NORTH-SOUTH

2′ X 2′ (NOM) LED LIGHT FIXTURE ORIENTED EAST-WEST

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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1/8″ = 1′-0″ PENTHOUSE RCP

NORTH

KEYNOTE LEGEND

1

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

ACOUSTIC INSULATION – WHERE INDICATED ON DRAWINGS WIRE HANGER TO STRUCTURAL DECK ABOVE

ACOUSTICAL PANEL CEILING (CLASS I FLAME-SPREAD)

SEE SECTIONS & SCHED CEILING HEIGHT

SEE SECTIONS & SCHED CEILING HEIGHT

CONTINUOUS LEDGER ANGLE – FINISH TO MATCH GRID

TILES W/ SQUARE EDGE

8 GA WIRE HANGER AMD BRACE ON 4′-0″ X 4′-0″ MAX GRID METAL STUD AT 16″ O.C. SIZE AND GAGUE PER MFR FOR SPAN

5/8″ TYPE ‘X’ GYPSUM BOARD. PAINT.

SEE PLAN AND SCHEDULE FOR CEILING HEIGHT

METAL TRACK OR STUD. SIZE AND GAUGE PER MFR.

SEE PLAN AND SCHEDULE FOR CEILING HEIGHT

EDGE J-MOLDING

FACE OF ADJACENT WALL

8 GA WIRE HANGER AMD BRACE ON 4′-0″ X 4′-0″ MAX GRID METAL STUD AT 16″ O.C. SIZE AND GAGUE PER MFR FOR SPAN

MOISTURE RESISTANT GYPSUM BOARD. PAINT.

SEE PLAN AND SCHEDULE FOR CEILING HEIGHT

METAL TRACK OR STUD. SIZE AND GAGUE PER MFR.

SEE PLAN AND SCHEDULE FOR CEILING HEIGHT

EDGE J-MOLDING

FACE OF ADJACENT WALL

TEE BAR GRID BRACE ATTACHED TO TRIM AND CONNECT TO SUSPENDED GRID TEES.

ALUMINUM PERIMETR CHANNEL TRIM.

T-BAR CONNECTION CLIPS.

CEILING PANELS – REFER TO REFLECTED CEILING PLAN

6″

SUSPENDED CEILING PANELS REFER TO REFLECTED CEILING PLAN.

BRACING AS REQUIRED

SEISMIC BRACING WIRES.

HANGER WIRES

SEISMIC BRACING WIRES. GYPSUM BOARD

CEILING – REFER TO REFLECTED CEILING PLANS

HANGER WIRE

CEILING LINE

CEILING LINE SEE REFLECTED CEILING PLAN

SEE REFLECTED CEILING PLAN

CHANNEL MOLDING

DRYWALL SUSPENSION SYSTEM 6″ COMPASSO CLIP

4

REVEAL MOULDING

MAIN TEE

6″ 1/

2″

TRIM CHANNEL BRACES. SPACINGS PER MANUFACTURER’S RECOMMENDATIONS

SEISMIC BRACING WIRES

HANGER WIRES

ACT CEILING PANEL ON GRIDS6″

ALUMINUM PERIMETER TRIM

CEILING LINE SEE REFLECTED CEILING PLAN

SUSPENDED CEILING PANELS REFER TO REFLECTED CEILING PLAN.

TRIM CHANNEL BRACES. SPACINGS PER MANUFACTURER’S RECOMMENDATIONS.

T-BAR CONNECTION CLIPS.

SEISMIC BRACING WIRES.

CEILING LINE SEE REFLECTED CEILING PLAN

HANGER WIRES

HANGER WIRE

CEILING LINE SEE REFLECTED CEILING PLAN

GYPSUM BOARD CEILING – REFER TO REFLECTED CEILING PLANS

HANGER WIRES

SEISMIC BRACING WIRES.

C EI

LI N

G P

L A N

S FO

R C

EI LI

N G

H EI

G H

TS

VA R

IE S

6″ –

1 ‘ –

0 ”

– S

EE R

EF LE

C TE

D

5/8″ TYPE ‘X’ GYPSUM BOARD CONTINUOUS METAL J-MOLDING

2″ 5/8″

SUSPENDED CEILING TEE

CHANNEL MOLDING

HANGER WIRES

WOOD FACE – REFER TO CEILING PLAN BRACE AS REQUIRED

MITER CORNER

8″

SEE SECTIONS & SCHED CEILING HEIGHT

SEE SECTIONS & SCHED CEILING HEIGHT

PROPRIETARY ASSEMBLY 1″ GYPSUM PANEL METAL FRAMING – SHAPE & GA PER MANUFACTURER (3) LAYERS 1/2″ TYPE “C” GYPSUM BD

HORIZONTAL SHAFTWALL NER-258 (WHI-495)

2-HOUR RATED

* 2-HOUR RATED PER WARNOCH HERSEY WHI-495 & USG FOLDER SA926 * 2-HOUR THROUGH-PENETRATION FIRESTOP SYS / MEMBRANE PROTECTION REQ’D * OPENINGS NOT PERMITTED EXCEPT BY 2-HOUR RATED SHAFTS GENERAL NOTES: * USE OF THIS SHAFTWALLS AND PROVIDING 2-HOUR DUCT PROTECTION * INFORMATION FOR THIS ASSEMBLY WAS OBTAINED FROM UNITED STATES GYPSUM COMPANY FOLDER SA926 * DO NOT PENETRATE HORIZONTAL MEMBRANES WITH CONDUIT, ELECTRICAL BOXES, ETC – ASSEMBLY IS NOT DESIGNED FOR THE SUPPORT OF FIXTURES

8 GA WIRE HANGER AND BRACE ON 4′-0″ X 4′-0″ MAX GRID METAL STUD AT 24″ O.C. SIZE AND GAUGE PER MFR FOR SPAN

5/8″ MOISTURE RESISTANT GYPSUM BOARD, VAPOR BARRIER, 5/8″ MOISTURE RESISTANT GYPSUM BOARD, EIFS FINISH

SEE PLAN AND SCHEDULE FOR CEILING HEIGHT

METAL TRACK OR STUD. SIZE AND GAGUE PER MFR.

SEE PLAN AND SCHEDULE FOR CEILING HEIGHT

EDGE J-MOLDING FACE OF ADJACENT WALL

EIFS FINISH

R-30 (MIN 10″) BATT INSULATION

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

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3″ = 1′-0″ 2X2 ACOUSTIC PANELC1

1 1/2″ = 1′-0″ GYPSUM BD (SUSPENDED FRAME)C3

1 1/2″ = 1′-0″ GYPSUM BD MOISTURE RESISTANTC2

3″ = 1′-0″ TRIM CHANNEL DETAIL4

3″ = 1′-0″ CHANGE OF CEILINGS – GYP TO ACT1

3″ = 1′-0″ CHANGE OF CEILINGS – ACT TO ACT5

3″ = 1′-0″ CHANGE OF CEILINGS – ACT TO GYP3

3″ = 1′-0″ GYP BD CEILING6

3″ = 1′-0″ HORIZONTAL SHAFTWALL (2-HR)C4

1 1/2″ = 1′-0″ GYPSUM BD EXTERIOR SOFFITC5

1

4

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

45 °

NOTE: THIS BRACING IS TO BE PLACED 8′-0″ O.C. IN BOTH DIRECTIONS STARTING AT THE FIRST POINT WITHIN 6′-0″ FROM EACH WALL.

2X2X2″ 16 GA. MTL. CLIP ANGLE ATTACH TO STRUCT. ABOVE W/ 3/8 EXP. ANCHR

1 5/8″ 20 GA. MTL. STUD COMPRESSION STRUT – ATTACH TO GRID & ANGLE WITH #10 S.M.S.

NO. 12 GA. SPLAY WIRE (4) IN PLANE OF EA. RUNNER- VERITICAL ANGLE APPROX. 45° ALL WIRES SECURED TO RUNNERS APPROX. 2″ FROM INTERSECTION.

NO. 12 GA. VERTICAL WIRE HANGER

CROSS RUNNER

EQ – 1EQ – 1

EQ –

2 EQ

– 2

CEILING TILE – SEE ROOM FINISH SCHEDULE AND RCP FOR MATERIALS

METAL TEE COMPONENT OF CEILING SUSPENSION SYSTEM

FIRE SPRINKLER HEAD

NOTE: PROVIDE ADDITIONAL SPRINKLER HEADS & ALL RELATED APPURTENANCES NEEDED TO LOCATE SPRINKLER HEADS IN GEOMETRIC CENTERS OF LAY-IN CEILING TILES – TYPICAL IN BOTH PUBLIC AND EMPLOYEE SPACES

EQ EQ

CAM LATCH

15″ X 25″ ACCESS PANEL FRAME & DOOR

PROJECTION SCREEN

2″ CONT. L-BRACKET

EDGE BEAD CONT PIANO HINGE

PROJECTION SCREEN ASSEMBLY

5/8″ GYP. BD.

3-5/8″ STUDS AT 16″ O.C.

2′ – 1″

1′ –

3″

21′ – 5″ FOR PLATFORM PROJECTION SCREENS

21′ – 11″ FOR LECTURE HALL PROJECTION SCREENS

6 1/

4″ D

U ST

C O

VE R

PAINTED GYPSUM BOARD SOFFIT

ACCESS PANEL

PROJECTION SCREEN MOTOR ABOVE ACCESS PANEL

TOP SEAL

ACOUSTIC PARTITION PANEL SYSTEM

FLUSH CEILING TRACK ASSEMBLY

SUPPORT RODS TO BEAM, CONTINUOUS CHANNEL WITH BRACING ANGLES SEE STRUCTURAL DWGS FOR DETAILS.

APPLY ACOUSTICAL INSULATION AND SEALANT AT ALL JOINTS AND PENETRATIONS FOR COMPLETE ACOUSTIC SEAL.

(2) LAYERS 1/2″ GYPSUM BOARD

2-1/2″ STUDS AT 16″ O.C.

3-5/8″ SOFFIT FRAMING STUDS AT 16″ O.C.

3-5/8″ BRACE FRAMING STUDS AT 32″ O.C.

CONTINUOUS METAL CORNER BEAD

AGLINE

PROVIDE AND CONSTRUCT SEISMIC BRACINGS BETWEEN STEEL TRACK HANGER PLATE AND STRUCTURE ABOVE AS REQUIRED

SUSPENDED ACOUSTIC CEILING ON GRID TEES REFER TO CEILING PLAN

2-1/2″ CONTINUOUS STUD THRU 3-5/8″ STUDS

HANGER RODS AND NUTS

(2) LAYERS OF 1/2″ TYPE ‘X’ GYPSUM BOARD UP TO STRUCTURAL FLOOR DECK

2′ – 3″

SUPPORT RODS PER OPERATBLE PARTITION MANUFACTURER

RASCO

CENTERED WITHIN SUSPENDED SPRINKER HEADS SHALL BE

LOCATIONS

NOTE:

FOR PIPE DRAWINGS

PENDENT

SPRINKLER SEE FIRE

CEILING FINISH

COVER PLATE ASSEMBLY

SPRINKLER CUP ASSEMBLY – SEE FIRE SPRINKLER DWGS FOR DETAILS

CUSTOM COLOR SPRINKLER CAPS

ACOUSTIC CEILING PANELS WHERE OCCURS

SEE SECTIONS & SCHED CEILING HEIGHT

5/8″ GYPSUM BOARD

CONTROL JOINT. REFER TO REFLECTED CEILING PLAN FOR LOCATIONS

2 3/4″

8 GA WIRE HANGER

20′ O.C. MAX

1/2″ MAX GAP

5/8″ GYPSUM BOARD STRIP

GWB SCREWS 24″ O.C. ALONG ONE SIDE OF JOINT

USG #093 CONTROL JOINT OR TRIM TEX 093V CONTROL. HEAT PLASTIC TO FORM CURVES.

5/8″ GYPSUM BOARD. TEXTURE AND PAINT

GRID TEE OPEN GAP.

ES-4 (ARMSTRONG) GRID TEE EXPANSION SLIP SLEEVE

SUSPENDED CILING GRID SYSTEM

CEILING CONTROL JOINTS: PROVIDE CONTORL JOINTS THRU GYP BOARD SOFFITS AND CEILINGS AT 10′ O.C. TYPICAL. COORDINATE LOCATION OF JOINTS WITH ARCHITECT PRIOR TO INSTALLATION. CONTROL JOINTS SHALL BE INDEPENDENT OF THE MAIN BUILDING EXPANSION JOINTS LOCATED AT ROOFS AND FLOOR SLABS.

CEILING PANELS – REFER TO REFLECTED CEILING PLAN

T-BAR CONNECTION CLIPS.

CONTINUOUS METAL J-MOLDING

5/8″ TYPE ‘X’ GYPSUM BOARD ON SUSPENDED 3-5/8″ METAL CEILING FRAMED STUDS

CEILING PANELS – REFER TO REFLECTED CEILING PLAN

T-BAR CONNECTION CLIPS.

CONTINUOUS METAL CORNER BEAD

5/8″ TYPE ‘X’ GYPSUM BOARD ON SUSPENDED 3-5/8″ METAL CEILING FRAMED STUDS

6″1′ –

0″

CONTINUOUS METAL 3-5/8″ STUDS THRU WALL STUDS AT CHANGE OF CEILING HEIGHTS

CONTINUOUS METAL J-MOLDING AT EDGE

3-5/8″ STUDS AT 16″ O.C., SECURED TO STRUCTURE ABOVE

BRACING STUDS

TRIM CHANNEL BRACES. SPACINGS PER MANUFACTURER’S RECOMMENDATIONS

SEISMIC BRACING WIRES

HANGER WIRES

ACT CEILING PANEL ON GRIDS

ALUMINUM PERIMETER TRIM

CEILING LINE SEE REFLECTED CEILING PLAN

C EI

LI N

G P

LA N

SE E

R EF

LE C

TE D

CONTINUOUS METAL CORNER BEAD

5/8″ TYPE ‘X’ GYPSUM BOARD ON SUSPENDED 3-5/8″ METAL CEILING FRAMED STUDS

CONTINUOUS METAL 3-5/8″ STUDS THRU WALL STUDS AT CHANGE OF CEILING HEIGHTS

3-5/8″ STUDS AT 16″ O.C., SECURED TO STRUCTURE ABOVE

BRACING STUDS

FO R

H EI

G H

TS

SE E

R EF

LE C

TE D

C EI

LI N

G P

LA N

CEILING LINE SEE REFLECTED CEILING PLAN

CEILING LINE SEE REFLECTED CEILING PLAN

5/8″ TYPE ‘X’ GYPSUM BOARD ON SUSPENDED 3-5/8″ METAL CEILING FRAMED STUDS

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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CEILING PLAN DETAILS

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1 1/2″ = 1′-0″ SEISMIC BRACING1

1″ = 1′-0″ SPRINKLER HEAD TYPICAL (2 X 2)2

3″ = 1′-0″

PROJECTION SCREEN MOTOR ACCESS PANEL12

1 1/2″ = 1′-0″

PROJECTION SCREEN REFLECTED CEILING PLAN11

3″ = 1′-0″ OPERABLE PARTITION HEAD8

3″ = 1′-0″ CONCEALED SPRINKLER4

3″ = 1′-0″ GWB CEILING CONTROL JOINT5

3″ = 1′-0″ CEILING CONTROL JOINT6

3″ = 1′-0″ ACT TO GYP CEILING9

3″ = 1′-0″ ACT TO GYP CEILING – OFFSET LOW10 3″ = 1′-0″

CHANGE OF LOW CEILINGS – GYP TO ACT7 3″ = 1′-0″ GYP TO GYP CEILING – OFFSET HIGH13

1

No. Description Date

1 Review Comments 08/06/14

 

 

TEE BAR GRID BRACE ATTACHED TO TRIM AND CONNECT TO SUSPENDED GRID TEES.

6″

ALUMINUM PERIMETR CHANNEL TRIM.

AN D

B U

IL D

IN G

S EC

TI O

N S

SE E

R EF

EL EC

TE D

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LA N

T-BAR CONNECTION CLIPS.

CEILING PANELS – REFER TO REFLECTED CEILING PLAN

T-BAR CONNECTION CLIPS.

PROJECTOR UNIT / STAGE LIGHTING – REFER TO ELECTRICAL DRAWINGS AND AUDIO VISUAL DRAWINGS FOR MODEL, TYPE AND LOCATION

ANGLE OF CEILING

C LE

AR O

PE N

MATCH WIDTH OF COLUMN1″ REVEAL 1″ REVEAL

ALIGN ALIGN

6″ M

IN .

2-1/2″ BRACING STUDS AT 48″ O.C.

3-5/8″ METAL STUDS AT 16″ O.C., SECURED TO STRUCTURAL ABOVE

CONTINUOUS METAL CORNER BEAD

5/8″ TYPE ‘X’ GYPSUM BOARD ON 3-5/8″ METAL SOFFIT FRAMING STUDS AT 16″ O.C.

SUSPENDED CEILING PANELS ON METAL GRIDS

F.F.E.

CONCRETE SLAB FLOOR ON STEEL DECK. REFER TO STRUCTURAL DRAWINGS FOR DETAILS

COMPRESSION POST – 3-5/8″ X 18 GA STUDS ATTACHED TO TRACK MOUNTED UNDERSIDE OF STEEL DECKS. 48″ O.C. TYP.

STEEL BEAM – REFER TO STRUCTURAL FOR LOCATION, SIDE AND DETAILS. APPLIED FIREPROOFING COAT

STEEL ANGLE 3″ X 5″ X 1/4″ (LLV) WELDED TO BOTTOM FLANGE OF STEEL BEAM

HORIZONTAL BRACE – 3-5/8″ STUDS BOLTED (5/8″ DIA) TO STEEL ANGLE AND SECURED TO POST AT 8′ 0.C.

R-30 (MIN. 10″) BATT INSULATION

2-1/2″ / 3-5/8″ CEILING FRAMING STUDS AT 24″ O.C.

5/8″ TYPE ‘X’ EXTERIOR GRADE GYPSUM BOARD SHEATHING

MOISTURE BARRIER MEMBRANE

5/8″ TYPE ‘X’ EXTERIOR FINISH GYPSUM BOARD

INSTALL LIGHT FIXTURE TO METAL SUPPORT BRACKET SECURED TO METAL 3-5/8″ STUD LONGER THAN LENGTH OF FIXTURE

20 GA. X 2″ WIDE STRAP

LINEAR LIGHT FIXTURE NOT ATTACHED TO CEILING

20 GA. ANGLE SCREWED TO BRACE STUDS WITH (2) #10 SMS TO EACH STUD AND (2) 3/8″ HILT KWIK BOLTS

3-5/8″ RIGID BRACE STUD

SHOT PINS AT 16″ O.C. (PROVIDE (2) AT SUPPORTS)

(4) #12 TEK SCREWS FOR CONNECTION TYPICAL

TYP 3/16

A352 6

45 °

NOTE: THIS BRACING IS TO BE PLACED 8′-0″ O.C. IN BOTH DIRECTIONS STARTING AT THE FIRST POINT WITHIN 6′-0″ FROM EACH WALL.

2X2X2″ 16 GA. MTL. CLIP ANGLE ATTACH TO STRUCT. ABOVE W/ 3/8 EXP. ANCHR

NO. 12 GA. SPLAY WIRE (4) IN PLANE OF EA. RUNNER- VERITICAL ANGLE APPROX. 45° ALL WIRES SECURED TO RUNNERS APPROX. 2″ FROM INTERSECTION.

NO. 12 GA. VERTICAL WIRE HANGER

COMPRESSION POST

BULB CLIP

MAIN STUD RUNNER 2-1/2″

STUD 2-1/2″

CLIP ANGLE

GYPSUM BOARD CEILING

STEEL CARRIER BEAM REFER TO STRUCTURAL FOR LOCATION, SIZE AND DETAILS. NO FIREPROOFING COAT

THREADED ROD

SPACER PIPE

GYPSUM BOARD CEILING

SHOE RETAINER

SHOE

TOILET PARTITION STILE

11 GA. STEEL PLATE

LEVEL STEEL PLATE

4″ M

AX .

2″ M

IN .

SUSPENDED CEILING FRAMED STUDS

TUBE STEEL – REFER TO STRUCTURAL

SEE SECTIONS & SCHED

CEILING HEIGHT

CONTROL JOINT. REFER TO REFLECTED CEILING PLAN FOR LOCATIONS

5/8″ TYP. X GYPSUM BOARD

GWB SCREWS 24″ O.C. ALONG ONE SIDE OF JOINT

1/ 2″

MOISTURE BARRIER MEMBRANE

EIFS FINISH1/4″ 1/2″ 1/4″

2″ 3/4″ 1/2″ 3/4″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

0: 01

A M

A352

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100% CD PHASE 2

3″ = 1′-0″ AUDITORIUM CEILINGS1 3″ = 1′-0″

COLUMN SOFFIT2

1 1/2″ = 1′-0″ COMPRESSION POST / RIGID BRACING CEILING3

1 1/2″ = 1′-0″ VERTICAL COMPRESSION POST4

1

1

3″ = 1′-0″ CEILING-HUNG TOILET PARTITION5

6″ = 1′-0″ EXTERIOR GWB CEILING CONTROL JOINT6

1

No. Description Date

1 Review Comments 08/06/14

 

 

FIRST FLOOR 0″

2 3 4 5 6 7 8

9 10

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

1

A410 1

A410 3

A412 1

FIRST FLOOR 0″

A1B1D1 C1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

A411 2

A412 2

FIRST FLOOR 0″

A1 B1 D1C1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

A411 1

A412 3

FIRST FLOOR 0″

2345678910

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

1

A411 5

A411 4

A412 4

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I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

04 :1

1 PM

A400

EXTERIOR ELEVATIONS

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100% CD PHASE 2

1/16″ = 1′-0″ WEST ELEVATION1

1/16″ = 1′-0″ NORTH ELEVATION2 1/16″ = 1′-0″

SOUTH ELEVATION3

1/16″ = 1′-0″ EAST ELEVATION4

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

4

4

4

4

 

 

2 3 4 51

220

107

165

223

219

220

224

222

4

CMU-2CMU-3CMU-4CMU-4 CMU-3 44 4

5 6 7 8 9 10

A230 6

220

219

224

165

CMU-3 CMU-4 4

A051 14 4

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

04 :2

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ENLARGED ELEVATION – WEST

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100% CD PHASE 2

1/8″ = 1′-0″ ENLARGED WEST ELEVATION – NORTH1

1/8″ = 1′-0″ ENLARGED WEST ELEVATION SOUTH3

KEYNOTE LEGEND 107 STOREFRONT SYSTEM WITH OPERABLE WINDOW 165 STOREFRONT SYSTEM, SEE STOREFRONT SHEDULE A704 219 BLOCK VENEER ASSEMBLY. 220 ACM PANEL ASSEMBLY 222 CLEAR INSULATED GLAZING UNIT, TYP. 223 TINTED INSULATED GLAZING UNIT, TYP. 224 CONTINUOUS COPING AT TOP OF PARAPET

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

FIRST FLOOR 0″

A1

B1 D1C1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

111

220

219

6

FIRST FLOOR 0″

A1

B1C1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

220

224

219

224

220

CMU-2 CMU-3 CMU-4

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

1

220

165

219

222

CMU-2

FIRST FLOOR 0″

910

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

A051 1

107

220

224

153

107

165

223

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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1/ 28

/2 01

5 1:

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2 PM

A411

ENLARGED ELEVATIONS – NORTH, SOUTH & EAST

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100% CD PHASE 2

1/8″ = 1′-0″ ENLARGED SOUTH ELEVATION1

1/8″ = 1′-0″ ENLARGED NORTH ELEVATION2 1/8″ = 1′-0″

ENLARGED EAST ELEVATION – NORTH4

1/8″ = 1′-0″ ENLARGED EAST ELEVATION – SOUTH5

KEYNOTE LEGEND 107 STOREFRONT SYSTEM WITH OPERABLE WINDOW 111 1-HOUR FIRE WALL INFILL ASSEMBLY ON EXISTING PARKING GARAGE 153 BLOCK VENEER COLUMN SURROUND, SEE SHEET A452 FOR DETAILS 165 STOREFRONT SYSTEM, SEE STOREFRONT SHEDULE A704 219 BLOCK VENEER ASSEMBLY. 220 ACM PANEL ASSEMBLY 222 CLEAR INSULATED GLAZING UNIT, TYP. 223 TINTED INSULATED GLAZING UNIT, TYP. 224 CONTINUOUS COPING AT TOP OF PARAPET

1

4

44

4

6

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

4 5 6

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

160160160160

METAL PANEL SYSTEM

B1D1 C1

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

METAL PANEL SYSTEM B1 D1C1

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

METAL PANEL SYSTEM

4567

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

METAL PANEL SYSTEM

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

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A M

A412

ENLARGED ELEVATIONS – PENTHOUSE

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1/8″ = 1′-0″ ENLARGED PENTHOUSE ELEVATION – WEST1

1/8″ = 1′-0″ ENLARGED PENTHOUSE ELEVATION – NORTH2 1/8″ = 1′-0″

ENLARGED PENTHOUSE ELEVATION – SOUTH3

1/8″ = 1′-0″ ENLARGED PENTHOUSE ELEVATION – EAST4

KEYNOTE LEGEND 160 MECHANICAL LOUVERS, SEE MEP DRAWINGS

1

PENTHOUSE EXTERIOR METAL PANEL SYSTEM BASIS OF DESIGN:

ATAS MULTI PURPOSE PANEL 60% MPW160 – COLOR AS SELECTED BY ARCHITECT 40% MPH127 – COLOR AS SELECTED BY ARCHITECT

No. Description Date

1 Review Comments 08/06/14

 

 

2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

1″ AIR SPACE

4″ CMU BLOCK VENEER

WALL TIES TYPICAL

2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

1″ AIR SPACE TYP

4″ CMU BLOCK VENNER

WALL TIES TYPICAL

2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

4″ CMU BLOCK VENEER

1″ AIR SPACE

WALL TIES TYPICAL

CONCAVE MORTAR JOINT

2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

4″ CMU BLOCK VENEER

WALL TIES TYPICAL

CONCAVE MORTAR JOINT

1″ AIR SPACE

2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

1″ AIR SPACE

4″ CMU BLOCK VENEER

METAL WALL TIES TYPICAL

CONCAVE MORTAR JOINTS

R-19 BATT INSULATION

2″ INSULATED METAL WALL PANEL SYSTEM ON SHIM ON MOISTURE BARRIER MEMBRANE

2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

18 GA. X CONT. PREFINISHED METAL FLASHING WITH HEM EDGE

MEMBRANE LAPPED ON FLASHING

4″ CMU BLOCK VENEER

1/2″ X 4″ PLYWOOD SPACER

3″ 1/

16 ”

5/ 8″

1/ 2″

CONTINUOUS SEALANT WITH BACKER ROD

14 GA. X 2″ CLEATS AT 12″ O.C. WITH (2) SCREWS TO STUDS

2″

1″

4″ M

IN .

4″ CMU BLOCK VENEER

WEEP HOLES AT 12″ O.C.

18 GA. X CONT. GALV. METAL J-CHANNEL WITH WEEP HOLE AT BOTTOM AT 16″ O.C.

KEEP SHEATHING EDGE MIN. 3/8″ CLEAR OF SLAB

MEMBRANE ON FLASHING

MEMBRANE ON SHEATHING

1″ AIR SPACE

DOUBLE SEALANT / DOUBLE BACKER RODS

EXTEND MEMBRANE

MAX.

1″

2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

1/ 2″

1/ 2″

THERMAL-BARRIER CONTINUOUS PAD

16 GA. X 6″ CONT. STUD BLOCKING THRU STUDS2″ RIGID INSULATION BOARD ON

MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

1″ AIR SPACE

REFER TO STRUCTURAL DRAWINGS FOR LOCATION, SIZE AND DETAILS OF SLAB TURNDOWNS AND GRADE BEAMS

4″ CMU BLOCK VENEER

WEEP HOLES

CONCRETE WALKWAY OR RAMP

CONT. EXP JOINT FILLER STRIP

A451 11

CONTINUOUS PREMOLD (THERMAL BREAK) STRIP

FLOOR FINISH – REFER TO FINISH SCHEDULE

16 GA. X 6″ CONT. STUD BLOCKING THRU STUDS

THERMAL-BARRIER CONTINUOUS PAD

2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

1″ AIR SPACE

REFER TO STRUCTURAL DRAWINGS FOR LOCATION, SIZE AND DETAILS OF SLAB TURNDOWNS AND GRADE BEAMS

4″ CMU BLOCK VENEER

WEEP HOLDS

REFER TO FLOOR PLAN FOR EXTENSION OF RETAINING WALL

A451 11

CONTINUOUS PREMOLD (THERMAL BREAK) STRIP

FLOOR FINISH – REFER TO FINISH SCHEDULE

THERMAL-BARRIER CONTINUOUS PAD

16 GA. X 6″ CONT. STUD BLOCKING THRU STUDS

PLANTER

2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

1″ AIR SPACE

REFER TO STRUCTURAL DRAWINGS FOR LOCATION, SIZE AND DETAILS OF SLAB TURNDOWNS AND GRADE BEAMS

4″ CMU BLOCK VENEER

WEEP HOLDS

A451 11

CONTINUOUS PREMOLD (THERMAL BREAK) STRIP

FLOOR FINISH – REFER TO FINISH SCHEDULE

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

0: 43

A M

A451

EXTERIOR ELEVATION DETAILS

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

3″ = 1′-0″ CMU OUTSIDE CORNER ‘A’3

3″ = 1’-0″ CMU OUTSIDE CORNER ‘B’4

3″ = 1′-0″ CMU HORIZONTAL JOINT DETAIL1

3″ = 1′-0″ CMU VERTICAL JOINT DETAIL2

3″ = 1′-0″ CMU INSIDE CORNER DETAIL5 3″ = 1′-0″

ACM / CMU SHELF FLASHING8

6″ = 1′-0″ CMU BASE FLASHING11

3″ = 1′-0″ CMU BASE DETAIL AT PLAZA7

3″ = 1′-0″ CMU BASE DETAIL AT RETAINING WALL6 3″ = 1’-0″

CMU BASE DETAIL AT PLANTER12

1

No. Description Date

1 Review Comments 08/06/14

 

 

STRUCTURAL STEEL COLUMN WITH FIREPROOFING COAT. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

COLUMN ENCLOSURE WITH 4″ CMU BLOCK VENEER (STACK BOND) WITH WALL TIES ON MOISTURE BARRIER MEMBRANE WRAPPED AROUND 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 16 GA. METAL FRAMED 2-1/2″ STUDS AND BLOCKINGS

FULL LENGTH STEEL ANGLE, 1/4″ X 3″ X 3″ WELDED TO FLANGE OF STEEL COLUMN AND BOLTED TO 16 GA. STUDS

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR PIPES OR CONDUITS BETWEEN STEEL COLUMN AND ENCLOSURE. NOTCH STUD TRACKS ALLOW ROOM FOR LARGE PIPES

GRID LINE – REFER TO FLOOR PLANS

R11 – R19 BATT INSULATION WHERE REQUIRED TO PREVENT FREEZING OF PIPES

W ES

T

NORTH

SOUTH

2′ – 8″

2′ –

8″

4″ 4″

1′ –

0″ 1′

– 0″

1′ – 4″ 1′ – 4″

EA ST

10

B1

STRUCTURAL STEEL COLUMN WITH FIREPROOFING COAT. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

COLUMN ENCLOSURE WITH 4″CMU BLOCK VENEER, WALL TIES ON MOISTURE BARRIER MEMBRANE WRAPPED AROUND 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 16 GA. METAL FRAMED 2-1/2″ STUDS AND BLOCKINGS

FULL LENGTH STEEL ANGLE, 1/4″ X 3″ X 4″ WELDED TO FLANGE OF STEEL COLUMN AND BOLTED TO 16 GA. STUDS

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR PIPES OR CONDUITS BETWEEN STEEL COLUMN AND ENCLOSURE. NOTCH STUD TRACKS ALLOW ROOM FOR LARGE PIPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON 16 GA. X 6″ STUDS AT 16″ O.C. WITH R-19 BATT INSULATION

R11 OR R19 BATT INSULATION TO PREVENT FREEZING OF PIPES

1″

2′ – 8″

1′ –

4″

4″

1″

STRUCTURAL STEEL COLUMN WITH FIREPROOFING COAT. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

4″ CMU BLOCK VENEER ON METAL WALL TIES ON MOISTURE BARRIER MEMBRANE WRAPPED AROUND 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 16 GA. METAL FRAMED 2-1/2″ STUDS AND BLOCKINGS

FULL LENGTH STEEL ANGLE, 1/4″ X 3″ X 4″ WELDED TO FLANGE OF STEEL COLUMN AND BOLTED TO 16 GA. STUDS

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR PIPES OR CONDUITS BETWEEN STEEL COLUMN AND ENCLOSURE. NOTCH STUD TRACKS ALLOW ROOM FOR LARGE PIPES

GRID LINE – REFER TO FLOOR PLANS

R11 – R19 BATT INSULATION WHERE REQUIRED TO PREVENT FREEZING OF PIPES

1′ – 4″

2′ –

8″

2′ – 8″

1′ – 4″ 1′ – 4″

1′ –

4″

1′ – 5″

1′ –

4″

A1

5

FULL LENGTH STEEL ANGLE, 1/4″ X 3″ X 4″ WELDED TO FLANGE OF STEEL COLUMN AND BOLTED TO 16 GA. STUDS

5/8″ TYPE ‘X’ GYPSUM BOARD ON 16 GA. X 6″ STUDS AT 16″ O.C. WITH R-19 BATT INSULATION

4″ CMU BLOCK VENEER ON METAL WALL TIES ON MOISTURE BARRIER MEMBRANE WRAPPED AROUND 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 16 GA. METAL FRAMED 2-1/2″ STUDS AND BLOCKINGS

STRUCTURAL STEEL COLUMN WITH FIREPROOFING COAT. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR PIPES OR CONDUITS BETWEEN STEEL COLUMN AND ENCLOSURE. NOTCH STUD TRACKS ALLOW ROOM FOR LARGE PIPES

R11 OR R19 BATT INSULATION WHERE REQUIRED TO PREVENT FREEZING OF PIPES

1″

1′ –

4″

2′ – 8″

1′ – 4″ 1′ – 4″

1″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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3″ = 1′-0″ CMU COLUMN COVER1 3″ = 1′-0″

CMU COLUMN COVER AT SOUTH STAIR WALL2

3″ = 1′-0″ CMU COLUMN COVER AT WALL4 3″ = 1′-0″

CMU COLUMN COVER – SOUTHWEST3

1

No. Description Date

1 Review Comments 08/06/14

 

 

4″ CMU BLOCK VENEER WITH WALL TIES ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

STOREFRONT

2″ CMU BLOCK VENEER ON 5/8″ TYPE ‘X’ GYPSUM BOARD SHEATHING

2′ – 0″

1′ –

10 ”

1″

1″

1″

3-5/8″ X 16 GA. FRAMED WALL STUDS AT 16″ O.C.

FULL BATT INSULATION IN 3-5/8″ STUDS

C1

5

4″ CMU BLOCK WITH WALL TIES ON MOISTURE BARRIER MEMBRANE WRAPPED AROUND 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 16 GA. METAL FRAMED 2-1/2″ STUDS AND BLOCKINGS

STRUCTURAL STEEL COLUMN WITH FIREPROOFING COAT. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

1 HR RATED WALL – 5/8″ TYPE ‘X’ GYPSUM BOARD ON BOTH SIDES OF 16 GA. X 3-5/8″ STUDS AT 16″O.C. WITH BATT INSULATION

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR PIPES OR CONDUITS BETWEEN STEEL COLUMN AND ENCLOSURE. NOTCH STUD TRACKS ALLOW ROOM FOR LARGE PIPES2″

A750 2

5/8″ TYPE ‘X’ GYPSUM BOARD ON 2-1/2″ STUDS AT 16″O.C. WITH THERMAL INSULATION

1 HR RATED WALL – 5/8″ TYPE ‘X’ GYPSUM BOARD ON BOTH SIDES OF 16 GA. X 6″ STUDS AT 16″O.C. WITH BATT INSULATION

1′ – 0″

1′ –

0″

R EF

ER T

O F

LO O

R P

LA N

S F O

R D

IM EN

SI O

N S

11 ” –

V AR

IE S

METAL CORNER BEAD FULL WALL HEIGHT2-1/2″ BRACED

STUDS

1″

1″

1″

SIM.

WIRE MESH ON FACE OF STUDS TO KEEP INSULATION IN PLACED

A1

4

STRUCTURAL STEEL COLUMN WITH FIREPROOFING COAT. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR PIPES OR CONDUITS BETWEEN STEEL COLUMN AND ENCLOSURE. NOTCH STUD TRACKS ALLOW ROOM FOR LARGE PIPES 4″ CMU BLOCK VENEER WITH

METAL WALL TIES ON MOISTURE BARRIER MEMBRANE WRAPPED AROUND 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 16 GA. METAL FRAMED STUDS AND BLOCKINGS

R11 OR R19 BATT INSULATION WHERE REQUIRED TO PREVENT FREEZING OF PIPES

5/8″ TYPE ‘X’ GYPSUM BOARD ON 16 GA. X 6″ STUDS AT 16″ O.C. WITH R-19 BATT INSULATION

2′ – 6″

1′ – 3″ 1′ – 3″

1′ –

4″

SILL FLASHING

1/4″/FT

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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3″ = 1′-0″ CMU WALL END3

3″ = 1′-0″ CMU NE COLUMN AT VESTIBULE #1001A – RATED WALL2

3″ = 1′-0″ CMU COLUMN COVER – NORTHWEST1

1 No. Description Date

1 Review Comments 08/06/14

 

 

CONTINUOUS PREFINISHED METAL COPING CAP WITH CLEATS

CONTINUOUS SELF-SEAL MEMBRANE LINEAR ON PLYWOOD AND FACE EDGE OF METAL PANEL, DOWN ON SIDES OF METAL PANEL AND PARAPET SHEATHING.

HIGH DOMED, GASKET FASTENERS AT 18″ O.C.

CONTINUOUS 1/2″ EXTERIOR GRADE SHEATHING CAP STRIP

SINGLE-PLY MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 6″ X 16 GA. METAL STUDS. REFER TO PLANS FOR WALL TYPES

ACM PANEL WITH R-10 (MIN. 2″) RIGID INSULATION ON MOISTURE BARRIER MEMBRANE ON 1″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON METAL STUDS

R-19 (MIN 6″) BATT INSULATION

SEALANT WITH BACKER ROD

CONTINUOUS METAL CHANNEL AT 48″ O.C.

3 1/

2″ 1/

2″

1′ – 0″

METAL ROOF DECK

STRUCTURAL STEEL BEAM – REFER TO STRUCTURAL

CONTINUOUS 16 GA, STUD BLOCKING

SEE FIRE RESISTIVE ASSEMBLY DETAILS ON G012

5/8″ TYPE ‘X’ GYPSUM BOARD (2 LAYERS WHERE REQUIRED FOR 2 HR)

R-10 (MIN. 2″) RIGID INSULATED BOARD

MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 6″ X 16 GA. METAL STUDS AT 16″ O.C.

HORIZONTAL RAIN SCREEN REVEAL

R-19 BATT INSULATION INTERIOR GYPSUM BOARD – SEE WALL TYPES

18 GA. GALV. Z-FURRING RUNNING HORIZONTALLY AT 8′ O.C. TYPICAL

1″ 1

1/ 4″1

/2 ”

R-10 (MIN. 2″) RIGID INSULATED BOARD MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 6″ X 16 GA. METAL STUDS AT 16″ O.C.

VERTICAL RAIN SCREEN REVEAL R-19 BATT INSULATION INTERIOR GYPSUM BOARD – SEE WALL TYPES

18 GA. GALV. Z-FURRING AT 8′ O.C. HORIZONTAL TYPICAL

1/ 2″

R-10 (MIN. 2″) RIGID INSULATED BOARD MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 6″ X 16 GA. METAL STUDS AT 16″ O.C.

2″ DIAGONAL RAIN SCREEN REVEAL R-19 BATT INSULATION INTERIOR GYPSUM BOARD – SEE WALL TYPES

18 GA. GALV. Z-FURRING AT 8′ O.C. HORIZONTAL TYPICAL

2″

ACM ON R-10 (MIN. 2″) RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON METAL STUDS

3″

18 GA. X CONT. PREFINISHED METAL FLASHING ON CLEAT

SINGLE-PLY MEMBRANE ON 1/2″ PROTECTION BOARD ON R-30 (MIN 5″) RIGID INSULATION BOARD ON METAL ROOF DECK

MEMBRANE CANT FLASHING

CONTINUOUS SEALANT

CONTINUOUS 3″ RIGID INSULATION BOARD AND 3/4″ EXTERIOR GRADE PLYWOOD

CONCRETE SLAB FLOOR ON STEEL DECK. REFER TO STRUCTURAL DRAWINGS STEEL BEAM – REFER TO STRUCTURAL DRAWINGS

3″

CONTINUOUS 18 GA. GALV. CEE BASE FURRING

12 ” M

IN A

BO VE

R O

O F

ACM PANEL ON R-10 (MIN. 2″) RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 16 GA. METAL STUDS. REFER TO PLAN FOR WALL TYPES

R-19 BATT INSULATION

INTERIOR GYPSUM BOARD – SEE WALL TYPES

1/ 2″

18 GA. GALV. Z- FURRING RUNNING HORIZONTALLY AT 8′ O.C.

REFER TO EXTERIOR ELEVATION FOR REVEAL LOCATION

ACM ON R-10 (MIN. 2″) RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 16 GA. METAL STUDS. SEE PLAN FOR WALL TYPES

R-19 BATT INSULATION

2″

6″

3 1/

4″ 5/

8″

ACM PANEL R-10 (MIN. 2″) RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE WITH SHIM ON (1-HR RATED WALL) 1″ TYPE ‘X’ GYPSUM BOARD SHEATHING ON 6″ METAL STUDS

CONTINUOUS 18 GA. PREFINISHED METAL FLASHING WITH 14 GA. GALV. METAL CLEAT SECURED TO EXISTING PRECAST CONCRETE SPANDREL PANELS RUN MEMBRANE FROM WALL OVER TOP OF PRECAST CONCRETE AND DOWN TO CLEAT

TABLE 602 FIRE SEPARATION DISTANCE LINE

5/8″ TYPE ‘X’ GYPSUM BOARD

4″

PER STRUCTURAL

5″

1″ TYPE ‘X’ GYPSUM BOARD

ACM ON R-10 (MIN. 2″) RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 16 GA. METAL STUDS AT 16″ O.C.

METAL BRACE

3-5/8″ X 16 GA. METAL SOFFIT FRAMING AT 16″ O.C.

5/8″ EXTERIOR GRADE GYPSUM BOARD

METAL F-REVEAL AT EDGE

8″ 1/2″

1″

CONTINUOUS 16 GA. X 2″ X 2″ ANGLE

3″ 1/

2″

5″ 8″

2-1/2″ NON-INSULATED METAL PANELS ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON METAL STUDS

STEEL BRACINGS – REFER TO STRUCTURAL DRAWINGS FOR DETAILS

STRUCTURAL STEEL BEAM REFER TO STRUCTURAL

STEEL STUD BRACING – REFER TO STRUCTURAL

R-30 (MIN. 10″) BATT INSULATION UNDER ROOF DECKS. PROVIDE AND INSTALL WIRE MESH TO SUPPORT INSULATION TO ROOF

PER STRUCTURAL

SINGLE-PLY MEMBRANE FLASHING STRIP AT ROOF’S EDGE RIGID INSULATION BOARD

FILLER SINGLE-PLY MEMBRANE ON 1/2″ PROTECTION BOARD ON METAL ROOF DECK

BENT PLATE – REFER TO STRUCTURAL

5/8″ EXTERIOR GRADE GYPSUM BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ GLASS MAT GYPSUM BOARD SHEATHING ON SOFFIT FRAMING

3-5/8″ X 16 GA. METAL SOFFIT FRAMING AT 16″ O.C.

SEE FLOOR PLAN FOR WALL TYPES

3/ 8″

METAL F-REVEAL AT EDGES

BRIDGING TYP.

4″ CMU BLOCK VENEER 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

1″ AIR SPACE

12″ MIN.

3/ 4″

1″

2″

2 3/8″ 1″3/4″

14 GA. GALV. CLEAT WITH (4) THRU HOLES

R E G

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E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

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3″ = 1′-0″ ACM – INSULATED COPING – RATED WALL12

3″ = 1′-0″ ACM – INSULATED HORIZONTAL REVEAL2

3″ = 1′-0″ ACM – INSULATED VERTICAL REVEAL3

3″ = 1′-0″ ACM – INSULATED DIAGONAL REVEAL4

3″ = 1′-0″ ACM – INSULATED BASE FLASHING8

3″ = 1′-0″ ACM – OUTSIDE CORNER6

3″ = 1′-0″ ACM – INSIDE CORNER7 3″ = 1′-0″

ACM – FLASHING DETAIL – RATED WALL13 NEW SHEET

1 3″ = 1′-0″ ACM TO SOFFIT DETAIL10

3″ = 1′-0″ ACM PANEL ROOF FALL EDGE5

3″ = 1′-0″ SOFFIT TO WALL DETAIL9

3″ = 1′-0″ PARAPET CAP CLEAT1

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

ACM PANEL ON ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 16 GA. METAL STUDS. REFER TO PLAN FOR WALL TYPES

R-19 BATT INSULATION

INTERIOR GYPSUM BOARD – SEE WALL TYPES

1/ 2″

18 GA. GALV. Z- FURRING RUNNING HORIZONTALLY AT 8′ O.C.

REFER TO EXTERIOR ELEVATION FOR REVEAL LOCATION

CONTINUOUS PREFINISHED METAL COPING CAP WITH CLEATS

CONTINUOUS SELF-SEAL MEMBRANE LINEAR ON PLYWOOD AND FACE EDGE OF METAL PANEL, DOWN ON SIDES OF METAL PANEL AND PARAPET SHEATHING.

HIGH DOMED, GASKET FASTENERS AT 18″ O.C.

CONTINUOUS 1/2″ EXTERIOR GRADE SHEATHING CAP STRIP

SINGLE-PLY MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 6″ X 16 GA. METAL STUDS. REFER TO PLANS FOR WALL TYPES

ACM PANEL WITH R-10 (MIN. 2″) RIGID INSULATION ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON METAL STUDS

CONTINUOUS 16 GA, STUD BLOCKING

R-19 (MIN 6″) BATT INSULATION

METAL ROOF DECK

SEALANT WITH BACKER ROD

CONTINUOUS METAL CHANNEL AT 48″ O.C.

1′ – 1″

CONTINUOUS PREFINISHED METAL COPING CAP WITH CLEATS

CONTINUOUS SELF-SEAL MEMBRANE LINEAR ON PLYWOOD AND FACE EDGE OF METAL PANEL, DOWN ON SIDES OF METAL PANEL AND PARAPET SHEATHING.

HIGH DOMED, GASKET FASTENERS AT 18″ O.C.

CONTINUOUS 1/2″ EXTERIOR GRADE SHEATHING CAP STRIP

SINGLE-PLY MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 6″ X 16 GA. METAL STUDS. REFER TO PLANS FOR WALL TYPES

ACM PANEL ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON METAL STUDS

R-19 (MIN 6″) BATT INSULATION

SEALANT WITH BACKER ROD

CONTINUOUS METAL CHANNEL AT 48″ O.C.

2 1/

2″

1/ 2″

3 1/

2″ 1/

2″

1′ – 0″

CONTINUOUS 16 GA, STUD BLOCKING

5/8″ TYPE ‘X’ GYPSUM BOARD

CONTINUOUS PREFINISHED METAL COPING CAP WITH CLEATS

CONTINUOUS SELF-SEAL MEMBRANE LINEAR ON PLYWOOD AND FACE EDGE OF METAL PANEL, DOWN ON SIDES OF METAL PANEL AND PARAPET SHEATHING.

HIGH DOMED, GASKET FASTENERS AT 18″ O.C.

CONTINUOUS 1/2″ EXTERIOR GRADE SHEATHING CAP STRIP

SINGLE-PLY MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 6″ X 16 GA. METAL STUDS. REFER TO PLANS FOR WALL TYPES

ACM PANEL ON MOISTURE BARRIER MEMBRANE ON 1″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON METAL STUDS

R-19 (MIN 6″) BATT INSULATION

SEALANT WITH BACKER ROD

CONTINUOUS METAL CHANNEL AT 48″ O.C.

2 1/

2″

1/ 2″

3 1/

2″ 1/

2″

1′ – 0″

METAL ROOF DECK

STRUCTURAL STEEL BEAM – REFER TO STRUCTURAL

CONTINUOUS 16 GA, STUD BLOCKING

SEE FIRE RESISTIVE ASSEMBLY DETAILS ON G012

5/8″ TYPE ‘X’ GYPSUM BOARD

ACM ON MOISTURE BARRIER MEMBRANE ON (1-HOUR RATED WALL) 5/8″ TYPE ‘X’ GYPSUM BOARD SHEATHING ON METAL FRAMED STUDS

CONTINUOUS 16 GA, STUD BLOCKING

5″

6″

R-30 (MIN. 10″) BATT INSULATION UNDER ROOF DECKS. PROVIDE AND INSTALL WIRE MESH TO SUPPORT INSULATION TO ROOF

SINGLE-PLY MEMBRANE FLASHING STRIP AT ROOF’S EDGE

RIGID INSULATION BOARD FILLER

SINGLE-PLY MEMBRANE ON 1/2″ PROTECTION BOARD ON METAL ROOF DECK

1/ 2″

2 1/

2″

ACM PANEL ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 16 GA. METAL STUDS. REFER TO PLAN FOR WALL TYPES

R-19 BATT INSULATION

INTERIOR GYPSUM BOARD – SEE WALL TYPES

18 GA. GALV. Z-FURRING RUNNING HORIZONTALLY AT 8′ O.C.

1″ TYPE ‘X’ GYPSUM BOARD

PANEL STIFFNERS

R-10 (MIN. 2″) RIGID INSULATED BOARD

ACM PANELS ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON 6″ X 16 GA. METAL STUDS AT 16″ O.C.

BUTTED JOINTS

R-19 BATT INSULATION

INTERIOR GYPSUM BOARD – SEE WALL TYPES

18 GA. GALV. Z-FURRING RUNNING HORIZONTALLY AT 8′ O.C. TYPICAL

1″ 1

1/ 4″

1″ TYPE ‘X’ GYPSUM BOARD

REFER TO FLOOR PLANS WHERE WALL TURNS AT CORNER AT ABOVE

ACM ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON METAL STUDS

3″

18 GA. X CONT. PREFINISHED METAL FLASHING ON CLEAT

SINGLE-PLY MEMBRANE ON 1/2″ PROTECTION BOARD ON R-30 (MIN 5″) RIGID INSULATION BOARD ON METAL ROOF DECK

MEMBRANE CANT FLASHING

CONTINUOUS SEALANTCONTINUOUS 3″ RIGIDINSULATION BOARD AND 3/4″

EXTERIOR GRADE PLYWOOD

CONCRETE SLAB FLOOR ON STEEL DECK. REFER TO STRUCTURAL DRAWINGS

STEEL BEAM – REFER TO STRUCTURAL DRAWINGS

3″

CONTINUOUS 18 GA. GALV. CEE BASE FURRING

12 ” M

IN . A

BO VE

R O

O F

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

05 :1

1 PM

A456

EXTERIOR ELEVATION DETAILS

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NEW SHEET

1 3″ = 1′-0″ ACM – NON-INSULATED CORNER7

3″ = 1′-0″ ACM – INSULATED COPING8

3″ = 1′-0″

PENTHOUSE – ACM – NON INSULATED COPING – NON-RATED WALL1 3″ = 1′-0″

PENTHOUSE – ACM – NON INSULATED COPING – RATED WALL3

3″ = 1′-0″

1 ACM PANEL WALL EDGE NON-RATED WALL5

3″ = 1′-0″

PENTHOUSE ACM – RATED WALL AT CORNER6

3″ = 1′-0″

PENTHOUSE ACM – ACM RATED WALL4 3″ = 1′-0″

PENTHOUSE – ACM – NON INSULATED BASE FLASHING2

4

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

70006888.95TRAV NAIL 70016887.74TRAV NAIL 70026886.72TRAV NAIL 70036886.12NAIL TRAV70046885.80NAIL TRAV70116885.53EC 70126885.53EC70136885.69EC 70156885.70EC 70166885.47EC 70176885.53EC 70186885.47EC 70196885.38EC 70206885.17EC 70216884.88EC70226885.01TRAV/NAIL 70236884.91EC 70246885.20EC 70256885.32EC 70266885.42EC70276885.28SP 70286885.31TC70296885.39EC70306885.45EC 70316885.39TC 70326884.79G70336884.86G 70346884.94TC70356885.41CONC70366885.42CONC 70376884.97TC 70386884.96G70396885.01G 70406885.10TC70416885.47CONC70426885.5370436885.54TC 70446885.05G 70486885.28SDMH 70496885.56SDMH70506885.80SMH 70516885.64G 70526885.65TC 70536886.25TC70546885.74G 70556885.40ICV 70566885.18ICV 70576885.18WM 70586885.23ICV70596885.26SP70606885.58MMH70616885.38TC70626884.75CB 70636884.89CB70646884.89CB70656884.77CB 70666884.88G 70676884.86G 70686885.28TC 70696885.33TC 70706884.86G 70716885.01G 70726885.32TC 70736885.31G70746885.02BLUE70756884.93BLUE70766885.22BLUE70776885.19BLUE 70786885.37CONC70796885.02TC 70806884.95G 70816885.07G70826885.01G 70836885.07TC 70846885.52TC70856885.51TC70866885.20G70876885.40G 70886885.41TC70896885.51TC70906885.51EP70916885.33EP 70926885.31TC 70936885.17TC70946885.19EP 70956885.01TC 70966885.02EC 70976885.24EC70986885.14GRD 70996885.20GRD71006885.43D1271016884.88SP 71026885.27LP 2DIA CONC BASE71036885.18EM 71046885.65EC 71056885.56EC 71066885.75EC 71076885.86EC 71086885.80EC 71096885.74EC 71106885.82EC 71116885.90EC 71126885.94EC71136885.77TC 71146885.26G 71156885.43G 71166885.96TC71176885.95TC 71186885.48EP71196885.32EP71206885.19EP71216885.04EP71226884.98EP71236885.01EC 71246885.14EC 71256885.11EC71266884.96EP71276884.93EP71286884.91EP71296884.94EP71306884.94EP71316884.87EP71326884.98EP71336885.04EP71346885.10EP 71406884.89EC 71416884.90EC 71426884.85EC 71436884.86EC71446884.85HATCH71456884.84EC 71466884.80EC 71476884.78EC71486884.88EC 71496885.94TC 71506885.93TC71516886.05EC 71526886.23EC 71536886.07EC 71546886.08TC 71556885.56G 71566885.60EP 71576885.73EP 71586885.68G71596886.21TC PAVER 71606886.19TC PAVER71616886.20EC PAVER71626886.19EC PAVER71636886.36EC 71646886.32EC 71656886.22EC 71666886.19EC 71676886.26EC 71686886.30EC 71696886.30EC 71706886.18EC71716886.10TC 71726885.59G 71736885.65EP 71746885.54EP 71756885.50G 71766886.02TC 71776886.02TC 71786886.14TC71796886.14TC 71806886.20EC 68EC71906885.7SP71916885.82ICV 71926885.82ICV71936885.93SP 71946885.65EC 71956885.64EC 71966885.63EC 71976885.64EC 71986885.73EC71996885.65EC72006885.66EC72016885.75EC72026886.11WM 72036886.12WM 72456885.80P72466885.96P72476885.87P72486885.68P 72496885.36EP 72506885.57EP 72516885.69EP 72526885.61EP 72536885.61EP 72546885.46EP 73116886.30BC73126886.30BC73136887.14EC 73146886.75EC 73156886.78EC 73166886.69EC73176886.58EC 73186886.39EC 73196886.49EC 73206886.46EC 73216886.48EC 73226886.82EC 7366886.EC 7366887EC73636887.48EC 73646887.48EC73656887.53G73666887.56TC73686887.62TC 73696887.20G73706887.32G 73716887.77TC 73726887.23TC 73736887.22TC 73746887.1TC 73756887.4TC 7376887.TC TC7376887.EC 7376887EC73806887.00LP 2DIA CONC BASE73816887.43SIGN73826887.33SIGN73836887.69SDMH 73846886.71EBOX73856886.03GRD73866886.13WM73876886.25GRD 73886886.29WM 73896886.07WM 73906886.08WM73916886.10WM 73926885.61GRD 73936885.17GRD 73946884.99GRD73956886.02GRD73966886.02GRD 73996884.83CB74006885.54BLUE 74016885.62BLUE74026886.10BC74036886.16BC 74046885.67BLUE 74056885.33GRD P74136885.98BLUE74146886.13WM74156886.21BLUE74166886.47ORANGE 74176886.27ORANGE 74186885.98ORANGE 74196885.81ORANGE 746885ORANG74466885.51GRD74476886.28BC 74486886.26BC74496886.54BC 6CO74696886.36CONC74706886.31BC74716886.31BC74726886.24EC 74736886.25EC 74746886.19EC74756886.23EC 74766886.14EC 74776886.11EC 74786886.10EC 74796886.01EC74806886.02TC 74816885.51G 74826885.44G 74836885.96TC 74846885.92TC 74856885.42G74886886.37LP 2DIA CONC BASE74896886.63EBOX74906886.30EBOX74916886.02PULLBOX74926886.06PULLBOX74936886.03PULLBOX74946886.31EC74956886.23EC 74966886.12TC 74976885.60G 74986886.85EC74996886.81EC 75006887.26EC 75016887.41EC 75026887.37EC 75036887.49EC75046887.55EC75056887.75EC75066887.86EC 75076887.73EC 75086887.66EC75096887.62EC 75106887.52EC 75116887.47BC75126887.252+2 CONC COLLUMN75136887.402+2 CONC COLLUMN 75146887.50FF 75156887.27FF75166887.81FF 75176886.72FF75186886.99FF75196886.86FF 75206886.57FF75216886.43FF 75226886.41FF 75236886.56FF 75246886.46P675266886.69LP 2DIA CONC BASE75276886.86EBOX75286887.33WV75296887.27WV75306886.75GRD 75316886.40P4 75326886.49WV 75336886.52WV75346886.55FH 75356886.54EC75366886.56EC75376886.53EC 75386886.54EC75396886.13SIGN75406886.26SIGN75416886.26SIGN 75426886.17SIGN 75436886.32EC PAVER75446886.31EC PAVER75456886.23TC PAVER 75466886.22TC PAVER75476885.72G75486886.08EBOX75496886.29WV 75506885.87LP 2DIA CONC BASE75516885.64G 75526886.13TC75536886.12EC 75546886.22TC75556886.22TC 75566886.62TC 75576886.63TC 75586887.14TC75596887.13TC75606887.19BC75616887.02TC 75626887.02TC 75636886.39GRD 75646885.86D675656885.87D6 75666886.06EC75676885.98TC 75686885.97TC75696885.88TC 75706885.89TC75716885.36G 75726885.89SP75736885.21G 75746885.70TC 75756885.85EC75766885.98EC75776886.13GRD 75786886.48GRD75796886.91TC 75806886.93TC 75816887.12WM75826887.14WM75836887.87BC75846888.17BC 75856886.79TC 75866886.80TC 75876886.41GRD 75886885.95GRD 75896886.04WV 75906885.97WV75916886.01FH75926885.96EC75936885.99EC 75946886.00EC 75956886.01EC75966886.04EC POC 75976886.05EC POC75986886.01EC POC75996886.03EC POC 76006885.76D476016885.80EC 76026885.68EC 76036885.60TC 76046885.09G 76056885.14EC76066885.08EC76076885.03G 76086885.56TC76096885.58EC 76106885.74EC 76116885.58D676126885.08EP76136885.68TC76146885.67TC 76156886.01TC76166886.01TC 76176886.40TC 76186886.40TC 76196886.70TC76206886.69TC 76216887.03WM 76226887.03WM 76236886.91WV76246886.91WV 76256884.98G 76266885.45TC76276885.44TC76286885.45TC 76296885.55TC76306885.49G 76316885.10G 76336885.02G76346884.91G 76356884.97EP 76366885.05EC PAVER76376885.21EC PAVER76386885.15EC PAVER76396884.98EC PAVER76406885.14EC PAVER76416885.42G76426885.47TC 76436885.30TC 76446885.03G76456884.94G76466885.31TC76476885.31TC 76486884.90G 76496884.93EP76506885.35EBOX 76516885.21SP76526885.28LP 2DIA CONC BASE76536884.91EP 76546884.86G 76556885.34TC 76566885.22WM76576885.19WM76586885.17WV76596884.69CB76606884.85CB76616884.87CB 76626884.72CB 76636885.33TC 76646885.35TC 76656884.85EP76666884.85EP76676884.88EP76686884.87EP76696884.94GV 76706885.43EC76716885.53EC76726885.57EC76736885.44EC76746885.61EC76756885.52EC76766885.45TC 76776884.96G 76786884.97EP76796884.99EP76806885.08EP76816885.08EP76826885.08EP 76836885.04EP76846885.20EP 76876885.06SDMH 76886885.00G 76896885.49TC76906885.59EC 76916885.70EC76926885.77G 76936885.78TC76946885.96TC 76956885.55G76966885.58G 76976886.05TC76986886.10TC76996885.65G 77006885.88G 77016886.16TC 77026886.21TC77116885.21EC PAVERS77126885.26EC PAVERS77136885.65TC 77146885.58TC 77156885.09G77166885.63TC 77176885.71TC 77186885.73TC 77196885.68TC 77206885.68G77216885.55G77226885.41G 77236885.87SP 77246885.77SP 77256885.77SP7726 77276886.26SDMH 77286886.30D677296886.84EBOX77306886.49LP 2DIA CONC BASE77316886.88GV77326886.92EC 77376887.15BC 77386887.43BC 77396887.37EC 77406887.72EC 77416887.77EC 77426887.91EC77436887.95EC77446888.02EC 77456888.14EC77466888.06EC77476887.98EC77486887.94EC77496887.94EC 77506888.01EC77516887.94BC 77526888.61BW TOE 77536889.52BW TOP77546889.74BW TOP 77556889.43BW TOP 77566889.06BW TOP 77576888.46BW TOP77586888.19BW TOE77596888.14BW TOE 77606888.90BC77616889.81BC 77626889.30EBOX 77636889.27EBOX 77646888.98EM77656890.47EC77666890.34EC 77676890.19EC 77686889.73EC 77696889.37EC 77706889.02EC77716888.82EC 77726888.77G 77736888.69TC77746888.23G77756888.67TC77766888.22G 77776887.81G 77786887.82TC 77796887.78TC77806887.76G 77816887.94G 77826888.44TC77836887.88EC PAVER77846887.83EC PAVER77856887.68EC PAVER77866887.64EC PAVER77876887.63TC 77886887.55TC77896887.56G 77906887.61G 77936887.75G 77946888.17TC 77956888.12TC77966888.06G 77976887.99SP 77986887.93CB 2DIA77996888.35EBOX 78006888.52SDMH78016888.54EC POC 78026888.57EC POC 78036888.54EC POC78046888.49EC POC78056888.45SP 78066888.14LP 2DIA CONC BASE78076887.99TC78086887.57G 78096887.45G 78106887.81G 78116887.86EC 78126887.95EC 78136887.18EC78146887.12EC 78156887.28LP 2DIA CONC BASE78166887.36EBOX 78176887.42EC 78186887.04EC78196886.88EC78206886.92SDMH 78216885.73EC 78226885.63EC78236885.56EC 78246887.22BLUE 78256886.94BLUE 78266887.02BLUE 78276887.07BLUE 78286887.29BLUE 78296887.45BLUE 78306886.88BLUE 78316886.33BLUE 78326886.25BLUE78336890.35EC 78346890.03EC 78356889.63EC 78366889.15EC 78376889.01EC78386888.94EC78396888.93EC 78406888.63CB 2DIA78416888.80TC78426888.78G78436888.67TC78446888.22G 78456888.02G 78466888.04TC 78476888.07EC PAVER78486888.02EC PAVER78496887.66BC78506887.68TC 78516887.32G 78666887.17TOP WALL78676887.16TOP WALL 78686887.14TOP WALL 78696886.78D2 3TOTAL 78706886.74D2 3TOTAL 78716886.43D2 3TOTAL78726886.63D2 3TOTAL78736886.26D2 3TOTAL 78756885.81D278766886.10D278776886.07D278786885.81D278796885.76D278806885.51D278816885.54D278826885.10D278836885.23D278846885.06D2 78856885.57D2 3TOTAL 78866886.09D2 3TOTAL78876886.93D2 3TOTAL78886887.61D2 3TOTAL78896886.81D2 3TOTAL78906887.78D2 78916885.31P78926885.21P78936885.27P78946885.47P 78966886.20G 78976886.68TC 78986886.16G 78996886.19GRD79006885.97D279026885.82WV 79036885.44J879046885.45J8 79056885.42J879066885.27J879076885.26J879086885.72D279096886.32G 79106886.24G 79116887.11TC79126886.56G79136886.48G 79146887.03TC79156886.29G79166885.37EC 79176885.43EC 79186885.28TC 79196885.28TC 79206885.25TC79216885.24TC 79226885.15EC 79236885.12EC 79246884.98EC 79256884.97EC 79266884.81EC 79276884.88EC79576888.42D2 79586889.01D2 3TOTAL79596888.63D2 3TOTAL 79606888.63D2 3TOTAL 79616889.03D2 3TOTAL79626889.45D279636889.59LP 2DIA CONC BASE79646889.22SP79656889.00SP79666888.79SP 79676889.00BC79686888.92EC79696888.92EC 79706889.13EC 79716889.31EC 79726889.61EC 79736890.45EC 79746890.44BC79756890.41TC 79766890.42TC79776889.54TC 79786889.56TC79796889.31TC 79806889.34TC79816888.90TC 79826888.89TC 79866889.86TC 79876889.40G 79886889.52G 79896889.51TC 79906890.42EC PAVERS79916889.95EC PAVERS79926889.34EC PAVERS79936889.04EC PAVERS 80056889.17TC80066888.67G 80076888.56G 80086888.97TC 80096888.76TC80106888.33G 80136890.30BP80146890.15BP80156889.98BP80166889.81BP80176889.63BP80186889.39BP80196889.18BP80206888.98BP 80216886.53ORANGE80226886.07ORANGE80236885.98ORANGE80246886.26RED80256886.27RED80266886.46RED 80286886.25BLUE80296886.39BLUE 80306885.90BLUE80316885.90BLUE80326886.06BLUE80336886.13BLUE80346885.80BLUE 80356885.83BLUE80366885.54BLUE80376885.55BLUE80386885.17BLUE80396885.23BLUE80406885.07BLUE80416886.12BLUE80426885.85BLUE80436886.33YELLJW 80446885.92YELLJW80466885.23YELLJW 80486885.61GREEN80496885.09GREEN80506885.31GREEN 80516885.23RED

SSMH RIM=85.92

SD MH RIM=85.07 SD MH RIM=85.06

CB RIM=84.80

CB RIM=84.70

565536 88458888818 DRY UNTILITY BANK

DRY UNTILITY

ST

STANODE? BUILDING 40BUILDING P96B SAN FRANCISCO

TG SEDTRP SDSD

S S SED TRP

EEE

W EBEB EB EEB EBEB

WWWW WW EB

WW WWWWW EBE

W E

S E EB

W SD

FIRST FLOOR 0″

2345678910

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

1 A501

1 A502

2 A502

A605 1

A621 22

A501 1

1 A503A522

1 SIM

FIRST FLOOR 0″

23456 7

8910

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

1 A501

1 A502

2 A502

2 A501 1

1 A503A604

1

SIM A522

1 SIM

FIRST FLOOR 0″

2345678910

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

1 A501

1 A502

2 A502

2 A501

1

1 A503

A521 3

SIM A521 3

SIM

A455 9

A042 3

SIM A042

4 SIM

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

2: 14

A M

A500

BUILDING SECTIONS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/16″ = 1′-0″ LONGITUDINAL SECTION – SERVICE SPLINE1

1/16″ = 1′-0″ LONGITUDINAL SECTION – SERVICE SPLINE12

1/16″ = 1′-0″ LONGITUDINAL SECTION – WEST RAMP3

1

1 1 1 1

1

1

1 1

1 1

1

1

1 1

1 1

1

1 1

No. Description Date

1 Review Comments 08/06/14

 

 

FIRST FLOOR 0″

A1B1D1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

HEAT EXCHANGE ROOM

1009

MATH CENTER

238

OFFICE

380

CIRCULATION

300D

OFFICE

377

OFFICE

366

CIRCULATION

300C

OFFICE

365

OFFICE

465

CIRCULATION

400C

OFFICE

466

OFFICE

477

CIRCULATION

400D

OFFICE

480

A521 1

A522 2

SIM

FIRST FLOOR 0″

A1B1D1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

A818 4

MATH CENTER

238

AUDITORIUM

121 SERVICE ROOM

120

OFFICE

390

CIRCULATION

300D

OFFICE

385

OFFICE

356

CIRCULATION

300C

OFFICE

355

OFFICE

455

CIRCULATION

400C

OFFICE

456

OFFICE

485

CIRCULATION

400D

OFFICE

490

A522 2

SIM A521 1

SIM

A521 3

SIM

1 1

1

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

2: 23

A M

A501

BUILDING SECTIONS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/8″ = 1′-0″ TRANSVERSE SECTION – SOUTH PLAZA1 1/8″ = 1′-0″

TRANSVERSE SECTION – AUDITORIUM2

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

FIRST FLOOR 0″

A1B1D1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

RECEPTION

117

ADMISSION OFFICERS

119B

FACULTY LOUNGE

242

CIRCULATION

200C

MAIN STAIR

2013

CIRCULATION

200C

STUDY

230

OFFICE

341

CIRCULATION

300C

CIRCULATION

300D

CIRCULATION

400D

CIRCULATION

400C

OFFICE

441

OFFICE

398

OFFICE

340

SERVICE

440

OFFICE

499

AIR HANDLER UNITS

510

A B

C D

LAB MGR OFFICE

233

CIRCULATION

200D

A522 2

SIM

A520 3

SIM

FIRST FLOOR 0″

A1B1D1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″A621

1

A230 4

AIR HANDLER UNITS

510

LOBBY

401

LOBBY

301

CIRCULATION

200A

MAIN LOBBY

100A

VESTIBULE

114

A520 3

A230 8

A456 1

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

2: 44

A M

A502

BUILDING SECTIONS

CheckerAuthor

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/8″ = 1′-0″ TRANSVERSE SECTION – MAIN STAIR1 1/8″ = 1′-0″

TRANSVERSE SECTION – CENTRAL LOBBIES2 NEW SHEET

1

1

1

1

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

FIRST FLOOR 0″

A1B1D1

C1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

A051 11

LOUNGE

316

LOUNGE

416

CIRCULATION

400B

CIRCULATION

300B

CLASSROOM

201

CIRCULATION

200B CIRCULATION

200B

STUDY

202

VESTIBULE

1001A

VESTIBULE

101

OFFICE

411

OFFICE

311

A520 3

SIM

A521 2

SIM

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

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A M

A503

BUILDING SECTIONS

CheckerAuthor

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100% CD PHASE 2

1/8″ = 1′-0″ TRANSVERSE SECTION – NORTH PLAZA1

1

NEW SHEET

1

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

FIRST FLOOR 0″

GARAGE LVL 2 10′ – 0″

GARAGE LVL 3 21′ – 0″

GARAGE LVL 4 32′ – 0″

GARAGE LVL 5 43′ – 0″

GARAGE LVL 6 54′ – 5″

GARAGE T.O. PANEL 58′ – 6″

GARAGE T.O. PLATE 64′ – 5″

D1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

108

102

147

G012 4

G013 3

SIM

G013 2

G013 2

G013 2

SIM

SIM

SIM

FIRST FLOOR 0″

A1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

SF2-01

SF2-01

107

107

197

106

64′ – 6″

35′ – 0″

12′ – 0″

A451 12

A456 8

A455 8

A456 8

A455 10

A352 3

215215

FIRST FLOOR 0″

A1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

102

197

64′ – 6″

12′ – 0″

A455 9

A451 7

A456 8

A455 8

A456 8

A455 10

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

05 :2

6 PM

A520

WALL SECTIONS

MRDDWL

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100% CD PHASE 2

1/4″ = 1′-0″ WALL SECTION – FIRE WALL1 1/4″ = 1′-0″

WALL SECTION – WEST2 1/4″ = 1′-0″ WALL SECTION – WEST VESTIBULE3

KEYNOTE LEGEND 102 METAL DECK AND CONCRETE FLOOR ASSEMBLY, SEE STRUCTURAL 106 SITE PAVING 107 STOREFRONT SYSTEM WITH OPERABLE WINDOW 108 EXISTING PARKING GARAGE 147 REMOVABLE FIBER CEMENT PANEL/SNOW MELT MANIFOLD ACCESS 197 EXTERIOR GYP BOARD CEILING ASSEMBLY 215 CONTINUOUS WATERPROOFING TO BASE OF FOOTING

1

1

1

1

1

1

1 1

1

1

1

1

1

1

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

44

 

 

FIRST FLOOR 0″

A1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

197

106

62′ – 2″

12′ – 0″

214

215

202

216

106

A050 8

A352 3

217

218

A351 1

225

225225

A456 8A455

8

A455 10

A456 8

TYP

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

197

219 106

1

A455 9

1 A043

A252 10

A252 7 226

215

216

A451 7

A456 8

A455 10

215

3 A043

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

197

12′ – 0″

1

A455 9

A451 7

1 A452

7 A451

A456 8

A455 10

226

215

215

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

05 :4

0 PM

A521

WALL SECTIONS

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/4″ = 1′-0″ WALL SECTION – SOUTH PLAZA1 1/4″ = 1′-0″

WALL SECTION – NORTH VESTIBULE2 1/4″ = 1′-0″ WALL SECTION – NORTH3

KEYNOTE LEGEND 106 SITE PAVING 197 EXTERIOR GYP BOARD CEILING ASSEMBLY 202 EXPANSION JOINT 214 12″ THICK CONCRETE RETAINING WALL WITH BOARD FORM FINISH 215 CONTINUOUS WATERPROOFING TO BASE OF FOOTING 216 WEEP HOLE @ 4′-0″ OC 217 2″ ALUMINUM PERIMETER TRIM @ OPEN CEILING 218 16 GA 3 5/8″ STUD BRACING @ 4′-0″ OC MAX. 2′-0″ AWAY FROM EDGES – TYP @ FLOATING

CEILING 219 BLOCK VENEER ASSEMBLY. 225 PAINT EXPOSED STRUCTURAL MEMBERS, DECK, SUPPORTS, EQUIPMENT FLAT BLACK WITHIN

3′ FROM PERIMETER WALLS AT OPEN CEILING 226 MIN R-10 INSULATION – MIN 2′-0″ DEEP BELOW ADJACENT GRADE – TYP @ PERIMETER

BUILDING FOOTING

1

1

1

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

4

 

 

FIRST FLOOR 0″

9 10

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

197

A455 9

A451 6

A456 8

A455 10

215

FIRST FLOOR 0″

GARAGE LVL 2 10′ – 0″

GARAGE LVL 3 21′ – 0″

GARAGE LVL 4 32′ – 0″

GARAGE LVL 5 43′ – 0″

GARAGE LVL 6 54′ – 5″

GARAGE T.O. PANEL 58′ – 6″

GARAGE T.O. PLATE 64′ – 5″

D1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

111

111

111

111

111

G012 4

G013 7

G013 7

G013 7

22 ‘ –

3 ”

G012 2

G012 3

G012 3

G012 3

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

3′ –

6″

3″

3′ –

0″

A611 4

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

05 :5

4 PM

A522

WALL SECTIONS

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/4″ = 1′-0″ WALL SECTION – SOUTH PLAZA – TRANSFORMER YARD1 1/4″ = 1′-0″

WALL SECTION – FIRE WALL – GARAGE INFILL2

KEYNOTE LEGEND 111 1-HOUR FIRE WALL INFILL ASSEMBLY ON EXISTING PARKING GARAGE 197 EXTERIOR GYP BOARD CEILING ASSEMBLY 215 CONTINUOUS WATERPROOFING TO BASE OF FOOTING

1/4″ = 1’-0″ SKYLIGHT SHAFT3

1

1

1

1

1

1

1

1

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

4

 

 

UP UP DNUP DN

DN

10

B1

2 A603

1 A603

1 A604

2 A604

3 A604

14 R

IS E

R S

A T 6

.8 6″

= 8

‘ – 0

13 T

R EA

D S

AT 1

1″ =

1 1’

– 11

14 R

IS E

R S

A T 6

.8 6″

= 8

‘ – 0

13 T

R EA

D S

AT 1

1″ =

1 1′

– 11

6′ – 5″6′ – 5″ 1′ – 1″ 7′ –

0″

9′ –

0″

13’ – 11″

A252 2

116

EQ EQ

7 A247

10

B1

2 A603

1 A603

1 A604

2 A604

3 A604

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

13 T

R EA

D S

AT 1

1″ =

1 1′

– 11

” 5′

– 9″

1′ –

5″

FLOOR LANDING 4′ – 10″ 2ND

UP TO 2ND FLOOR 6’ – 5″3″

14 R

IS E

R S

A T 6

.8 6″

= 8

‘ – 0

13 T

R EA

D S

AT 1

1″ =

1 1′

– 11

” 8′

– 10

13′ – 11″

14′ – 0″

EQ. EQ

EQ.EQ

R 5′ – 7 1 /2″

R 5′ – 7 1/2″

3RD FLOOR

4′ – 9″ TO

167

OPEN ABOVE

O PE

N B

EL O

W

1′ –

7″

3″

2ND FLOOR LEVEL

6′ – 5″

FIRST LEVEL LANDING PATH

SECOND LEVEL LANDING PATH ABOVE

4

10

B1

2 A603

1 A603

1 A604

2 A604

3 A604

3RD FLOOR 4′ – 10″ UP TO

4TH FLOOR

4′ – 10″ TO

3RD FLOOR LEVEL

4′ – 10″1′ – 11″

6’ –

7″

13 R

IS E

R S

A T 6

.9 2″

= 7

‘ – 6

12 T

R EA

D S

AT 1

1″ =

1 1’

– 0″

12 R

IS E

R S

AT 7

.0 0″

= 7

‘ – 0

” 11

T R

E A D

S AT

1 1 ”

= 1

0′ –

1″ 9′

– 10

” 6′

– 7″

1′ –

5″

11′ – 7″.

11′ – 8″

EQ. EQ.

R 5′

– 7 1/

2″

R 5′

– 7 1

/2 ”

167

OPEN BELOW

48″ 30

4

10

B1

2 A603

1 A603

1 A604

2 A604

3 A604

TO 3RD FLOOR 4′ – 10″ DN

LANDING 4′ – 10″ 4TH FLR1’ – 11″

12 R

IS E

R S

AT 7

.0 0″

= 7

‘ – 0

” 11

T R

E A D

S AT

1 1 ”

= 1

0′ –

1″ 9′

– 10

6′ –

7″

6′ –

7″ 1′

– 5″

9′ –

3″

167

OPEN BELOW

3RD FLOOR

4′ – 10″ DN TO

R 5′ – 7 1/2

168

168

4

10

B1

CENTERLINE OF BEAM TO CENTERLINE OF BEAM 14’ – 9 1/2″

C EN

TE R

LI N

E O

F BE

AM T

O C

EN TE

R LI

N E

O F

BE AM

28 ‘ –

2 ”

15 ‘ –

7 ”

3’ – 6″

90.0°

79 .5°

90.0° 90 .0°

90.0°

INTERIOR FINISH FACE OF STAIR TOWER

10 0.5

°

12 ‘ –

5 ”

10

B1

12 ‘ –

5 ”

CENTERLINE OF BEAM TO CENTERLINE OF BEAM 12’ – 6″

C EN

TE R

LI N

E O

F BE

AM T

O C

EN TE

R LI

N E

O F

BE AM

28 ‘ –

2 ”

90 °

90°

90 °

90°

CENTERLINE OF BEAM LOCATION DIFFERENT THEN AT 2ND FLOOR

INTERIOR FINISH FACE OF STAIR TOWER

90°

79 .5°

10 0.5

°

CENTERLINE OF BEAM LOCATION

SAME AS 2ND FLOOR

CENTERLINE OF BEAM LOCATION

SAME AS 2ND FLOOR

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

10/ 28/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

10 /2

9/ 20

14 8

:0 7:

51 A

M

A600

ENLARGED SOUTH STAIR PLANS

MRDDWL

1400.0008/06/2014

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1/4″ = 1′-0″ SOUTH STAIR – 1ST FLOOR1 1/4″ = 1′-0″

SOUTH STAIR – 2ND FLOOR2 1/4″ = 1′-0″ SOUTH STAIR – 3RD FLOOR3 1/4″ = 1′-0″

SOUTH STAIR – 4TH FLOOR4

KEYNOTE LEGEND 116 EXISTING TRANSFORMER AND GENERATOR YARD 167 AREA OF REFUGE 168 PAINTED STEEL TUBE RAILING PER OSHA REQUIREMENTS,

EXTEND MINIMUM 3′-0″ BEYOND SKYLIGHT OPENING

1 1 1 1

1

1 1

1/4″ = 1′-0″ BEAM LOCATION SOUTH STAIR – 2ND FLOOR5

1/4″ = 1’-0″ BEAM LOCATION SOUTH STAIR – 3RD & 4TH FLOOR6

5

5 5

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 Construction

Changes 10/28/14

5

 

 

2

D1

1 A605

2 A605

111

UP 3

A605

14 RISERS AT 6.87″ = 8′ – 01/4″ 13 TREADS AT 11″ = 11′ – 11″

LANDING ABOVE 5′ – 3″ 2′ – 8″

F. V.

12 ‘ –

9 “.

8″ M

IN .

8″ MIN.4

4

4

10 ‘ –

6 1

/2 ”

W A

LL T

O W

A LL

C LE

A R

G U

A R D

R AI

L

5′ –

0″ T

O

G U

A R D

R AI

L

5′ –

0″ T

O 2″

5

5

5 5

5 SKA 041SKA 040

2

D1

1 A605

2 A605

UP

DN3 A605

9′ – 5 3/16″ 14 RISERS AT 6.87″ = 8′ – 01/4″ 13 TREADS AT 11″ = 11′ – 11″ 5′ – 3″ 2′ – 8″

14 RISERS AT 6.84″ = 7′ – 11 3/4″ 13 TREADS AT 11″ = 11′ – 11″ 5’ – 3″

O PE

N B

EL O

W

167

10 ‘ –

6 1

/2 ” W

A LL

T O

W AL

L C

LE A

R

G U

A R D

R AI

L

5′ –

0″ T

O

G U

A R D

R AI

L

5′ –

0″ T

O 2″

5

5

5

2

D1

C1

1 A605

2 A605

111

UP

DN3 A605

9′ – 5 3/16″ 14 RISERS AT 7″ = 8′ – 1 7/8″

13 TREADS AT 11″ = 11′ – 11″ 5′ – 3″ 2′ – 8″

14 RISERS AT 6.84″ = 7′ – 11 3/4″ 13 TREAD AT 11″ = 11’ – 11″

O PE

N T

O B

EL O

W

3 A522

167

30″

48 ”

10 ‘ –

6 1

/2 ”

W A

LL T

O W

A LL

C LE

A R

G U

A R D

R AI

L

5′ –

0″ T

O

G U

A R D

R AI

L

5′ –

0″ T

O 2″

5

5

5

2

D1

C1

1 A605

2 A605

111

UP

DN

3 A605

9′ – 9″

12′ – 2″ 11 RISERS AT 6.83″ = 6′ – 4 3/16″

10 TREADS AT 11″ = 9′ – 2″ 5′ – 3″ 2′ – 8″

8 1/

2″

O PE

N T

O B

EL O

W

3 A522

167

1’ –

8″

MIN. RISER HGT = 9.5″ / TREAD + PROJECTION = 8.5″

SHIP LADDER MIN. 5″ TREAD DEPTH

A606 1

F. V.

12 ‘ –

9 “.

8″ M

IN .

C LE

AR

10 ‘ –

6 1

/2 ” W

A LL

T O

W A

LL

R 5′ – 0″

G U

A R D

R AI

L S

5′ –

0″ T

O

5

5

5

2

D1

C1

2 A605

118

3 A605

129

168

1595

7 A601

PLATFORM

3′ – 0″

MIN. 9″ DEEP

5 TREADS AT

ALUMINUM HANDRAIL

PENTHOUSE FLOOR 60’ – 6″

45°

TY P

36 ”

6 R

IS ER

S AT

7 ” M

AX . =

3 ‘ –

6 ”

HEAVY DUTY ALUMINUM CONSTRUCTION I-BAR GRATING STAIR TREADS ON STRUCTURAL CHANNEL STRINGERS WITH 1-1/2″ DIAMETER X .125 ALUMINUM HAND AND GUARDRAILS

DOOR

ALUMINUM BASE PLATE 3″ X 5″ X 1/2″ WITH (1) EXP. BOLT INTO CONCRETE

MAX. HEIGHT OF ROOF. SEE ROOF PLAN

ATTACH STRINGER TO WALLMIN. 1′ – 0″

7″

9″

M IN

. 42

” A750

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

10/ 28/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

10 /2

9/ 20

14 7

:1 9:

14 P

M

A601

ENLARGED STAIR PLANS – NORTH & PENTHOUSE STAIR

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/4″ = 1′-0″ NORTH STAIR – 1ST FLOOR1

1/4″ = 1′-0″ NORTH STAIR – 2ND FLOOR2

1/4″ = 1′-0″ NORTH STAIR – 3RD FLOOR3

1/4″ = 1′-0″ NORTH STAIR – 4TH FLOOR4

1/4″ = 1′-0″ NORTH STAIR – PENTHOUSE5

KEYNOTE LEGEND 111 1-HOUR FIRE WALL INFILL ASSEMBLY ON EXISTING PARKING GARAGE 118 SELECTIVELY REMOVE AND REFRAME PORTIONS OF EXISTING PARKING GARAGE

STAIR TOWER ROOF ASSEMBLY 129 ROOF WALKWAY PADS 159 ROOF HATCH, ON SHEET A232 167 AREA OF REFUGE 168 PAINTED STEEL TUBE RAILING PER OSHA REQUIREMENTS, EXTEND MINIMUM 3′-0″

BEYOND SKYLIGHT OPENING

1

1

1

1

1

1

1

1

1

1/2″ = 1′-0″ PENTHOUSE STAIR6

1/2″ = 1’-0″ PENTHOUSE STAIR SECTION7

1

3

4

4

4

4

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14

 

 

5

A1

3 A602

ST AI

R W

ID TH

9′ –

10 ”

4 A602

14 TREADS AT 11″ = 12′ – 10″

LANDING

5′ – 2″

3′ –

0″

UP

2 A855

4′ –

11 ”

4′ –

11 ”

1′ –

11 ”

1′ –

6″

5

A1

3 A602

11 A610

8 A610

12 A610

4 A602

12 TREADS AT 11″ = 11′ – 0″LANDING

5′ – 2″

6′ – 1″

29′ – 0″

12′ – 0 3/8″

2′ –

7 7/

16 ”

9′ –

10 ”

22′ – 9 3/8″

1′ –

3 3/

4″

2′ –

3 3/

16 ”

12 ‘ –

3 1

/8 ”

2′ –

1 3/

16 ”

DOWN

DOWN

5 A602

1′ – 0″

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

11 A610

A610 8

3′ –

6″

3′ –

0″

3′ –

0″

3′ –

6″

3′ –

0″

3′ –

0″

3′ –

0″

A610 1

A610 2

SEE SHEET A705 FOR GLASS WALL ELEVATION

SEE SHEET A705 FOR GLASS WALL ELEVATION

4′ – 5″ 4′ – 5″ 4′ – 5″

3′ – 11″

3′ – 11″

3′ – 11″ 4′ – 1″

4′ – 8″

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

15 R

IS ER

S AT

5 .7

2″ =

8′

– 6

7/ 8″

13 R

IS ER

S AT

5 .7

2″ =

7′

– 5

1/ 8″

3′ –

0″ 6″

3′ –

0″

3′ –

6″

3′ –

6″

GL AS

S PA

NE L

4′ – 0

3′ –

0″

4′ – 5″ 4′ – 5″

3′ – 11″

GL AS

S PA

NE L

4′ – 0

G LA

SS P

AN EL

4′ –

6″

5 A602

A610 2

A610 1

A610 8

3′ –

0″

2 EQUAL SPACE 2 EQUAL SPACE

4′ – 5″3′ – 11″

3′ – 11″4′ – 1″

SECOND FLOOR 16′ – 0″

3′ – 0″ 3′ – 0″

G LA

SS P

AN EL

4′ –

6″3′ –

6″

3′ –

0″ 6″

A610 11

A610 8 8

A610

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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20 14

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A M

A602

ENLARGED WEST STAIR PLANS & SECTIONS

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100% CD PHASE 2

1/4″ = 1′-0″ WEST STAIR – 1ST FLOOR1

1/4″ = 1′-0″ WEST STAIR – 2ND FLOOR2

3/8″ = 1′-0″ WEST STAIR – LONGITUDINAL SECTION3

3/8″ = 1′-0″ WEST STAIR – OPPOSITE LONGITUDINAL SECTION4

3/8″ = 1’-0″ GLASS PANEL RAIL5

1

1

1

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

-6′ – 0″

3′ –

6″

3′ –

0″

8′ –

0″

1 A604 2

A604

3′ –

0″

12 ‘ –

4 ”

5′ –

9″

3′ –

0″

3′ –

6″

3′ –

0″ 1′

– 6″

1′ –

3″

C7 12′ – 4 1/4″AF

C7 5’ – 9

1/8″AF

C7

1

1

1

1

1

A611 7

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

13 R

IS ER

S AT

6 .9

2″ =

7 ‘ –

6 ”

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

12 R

IS ER

S AT

7 .0

0″ =

7 ‘ –

0 ”

A455 12

A455 12

A240 E8

4

4

4

4

A247 3

5’ –

5″

12 ‘ –

0 ”

A247 4

A247 5

A247 3

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

1 A604

13′ – 4″

100

2 A604

A611 1

A611 2

A611 6

5 A611

1

C7 5’ – 9

1/8″AF

E8

A611 7

A611 7

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

12 R

IS ER

S AT

7 .0

0″ =

7 ‘ –

0 ”

13 R

IS ER

S AT

6 .9

2″ =

7 ‘ –

6 ”

A247 3

A247 4

A247 6

C3 12′ – 4″AF

P6

C3 12′ – 6″AF

C3 11′ – 0″AF

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

10/ 28/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

10 /2

9/ 20

14 8

:0 8:

05 A

M

A603

STAIR SECTIONS – SOUTH STAIR

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100% CD PHASE 2

1/4″ = 1′-0″ SOUTH STAIR – LONGITUDINAL SECTION (SOUTH)1 1/4″ = 1’-0″

SOUTH STAIR LONGITUDINAL SECTION (NORTH)2

KEYNOTE LEGEND 100 EXTERIOR PARTITION AND CLADDING SYSTEM (SEE A240 EXTERIOR WALL ASSEMBLY TYPES)

1

1

1

1

11

4

4

5

5

5

5

5

5

5

5

5

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 Construction

Changes 10/28/14

 

 

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

2 A603

64′ – 6″

3 A604

1 A603

A611 9

A611 9

C7

7 A611

EQ.EQ.

EQ.EQ.

A455 12

A240 E8

E11 P6

A247 3

A247 7

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

2 A603

3 A604

1 A603

A611 9 3′

– 6 ”

7 A611

EQ.EQ.

EQ. EQ

A455 12

A240 E8

E11

A247 3

A247 3

FIRST FLOOR 0″

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

102

102

2 A604

1 A604

3′ –

0″

3′ –

6″

A611 10

5 A611

A611 2

C7 5′ – 9

1/8″AF

C7

E8

A611 7

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

14 R

IS ER

S AT

6 .8

6″ =

8 ‘ –

0 ”

12 R

IS ER

S AT

7 .0

0″ =

7 ‘ –

0 ”

13 R

IS ER

S AT

6 .9

2″

7′ –

6″

A455 12

E12

E8

A455 12

A247 3

A247 4

2′ -1

0″

A247 6

TYP. PROVIDE MIN CLEARANCE AROUND BEAM 2′ – 0″

43′ – 0″

28′ – 4″

12′ – 6″

F2

C3 12′ – 6″AF

F2

C3 12′ – 4″AF

C3 11′ – 0″AF

F2

7 A247

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

10/ 28/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

10 /2

9/ 20

14 8

:3 1:

09 P

M

A604

STAIR SECTIONS – SOUTH STAIR

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100% CD PHASE 2

1/4″ = 1′-0″ SOUTH STAIR – SECTION (WEST)1 1/4″ = 1′-0″

SOUTH STAIR – SECTION (EAST)2 1/4″ = 1’-0″ SOUTH STAIR – LONGITUDINAL SECTION (SOUTH)3

KEYNOTE LEGEND 102 METAL DECK AND CONCRETE FLOOR ASSEMBLY, SEE STRUCTURAL

1 1

1

1

4 4

5

5

5

5

5

5

5

5

5

5

5

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 5 ASI #2 10/28/14

 

 

FIRST FLOOR 0″

2

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

118

3′ –

0″

3′ –

0″

14 R

IS ER

S AT

6 .8

7″ =

8 ‘ –

0 1

/4 ”

14 R

IS ER

S A

T 6.

84 ” =

7 ‘ –

1 1

3/ 4″

14 R

IS ER

S AT

6 .8

7″ =

8 ‘ –

0 1

/4 ”

14 R

IS ER

S A

T 6.

84 ” =

7 ‘ –

1 1

3/ 4″

6’ 4

3 /1

6″ 11

R IS

ER S

AT 6

.9 3″

= 14

R IS

ER S

AT 7

” = 8

‘ – 1

7 /8

3′ –

6″

3′ –

0″

3′ –

6″ 3′

– 6″

A231 1

A611 10

SEE SHEET A605 FOR SECURITY CAGE

E6

P6

A611 7

FIRST FLOOR 0″

C1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

111

111

111

108

111

111

3′ –

6″

3″

1/2″ CLEAR GLASS GUARDRAIL PANEL WITH S.S. BRACKETS

4″ 4″

A231 5

A231 5

A455 12

A455 13

E6

E5

FIRST FLOOR 0″

2

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

3′ –

0″ T

YP

3′ –

0″

3′ –

0″

A232 3

A231 6

A611 2

A611 1

A611 6

A231 3 SIM

METAL GUTTER

A611 7

E6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

07 :2

0 PM

A605

STAIR SECTIONS – NORTH STAIR

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100% CD PHASE 2

1/4″ = 1′-0″ NORTH STAIR – LONGITUDINAL SECTION 11 1/4″ = 1′-0″

NORTH STAIR – TRANSVERSE SECTION2

KEYNOTE LEGEND 108 EXISTING PARKING GARAGE 111 1-HOUR FIRE WALL INFILL ASSEMBLY ON EXISTING PARKING GARAGE 118 SELECTIVELY REMOVE AND REFRAME PORTIONS OF EXISTING PARKING GARAGE STAIR

TOWER ROOF ASSEMBLY

1/4″ = 1’-0″ NORTH STAIR – LONGITUDINAL SECTION 33

1

EXISTING PARKING GARAGE PRECAST CONCRETE PANEL WITH BRICK VENEER BEYOND

1

1

1

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

3′ – 0″4′ – 0″

M IN

.

1′ –

8″ 5″

4″ 6″

1″

LANDING

9′ – 9″

2′ – 9″

CORE DRILL HOLE IN LANDING SLAB AND INSTALL STEEL POST, 1- 1/2″ X 1-1/2″ X 14 GA. IN HOLE AND FILL WITH EXPOXY

STEEL POST 1-1/2″ X 1-1/2″ X 14 GA. WELDED POST TO LANDING STRINGER

STEEL PIPE GUARDRAILS

STAIR – DOWN TO THIRD LEVEL LANDING BELOW

SHIP LADDER RAIL

SHIP LADDER TREADS

SHIP LADDER RAIL

OPEN TO STAIRS BELOW

STEEL PIPE GUARD AND HAND RAILS

1″ DIAMETER STEEL PIPE HORIZONTAL RAILS WELDED TO POSTS PAINTED

LANDING

4′ –

9″

2″

STRUCTURAL STEEL BEAM REFER TO STRUCTURAL DRAWINGS. FIREPROOFING COAT

STEEL SHIP LADDER

29 E

Q U

AL S

PA C

E

3″

DOOR

3′ – 0″ 2′ – 9″ 1′ – 9″4′ – 0″

C AG

E D

O O

R H

EI G

H T

7′ –

0″

1″ DIAMETER STEEL TUBE RUNNING HORIZONTAL

1-1/2″ SQUARE STEEL TUBE POST (TYP)

DOOR HARDWARE BOX

1″ STEEL TUBES WELDED TO 1-1/2″ X 1-1/2″ X 14 GA DOOR FRAME

1-1/2″ X 1-1/2″ X 14 GA FRAME

SEE DETAIL FOR POST TO BEAM CONNECTION

STAIR GUARD AND HANDRAILS

2″ 1′

– 5″

2″ 1″ 6″

CAP END – PAINTED

WELD PIPES TO STEEL PLATE, 3/8″X 3″ X 1′-5″. PAINTED

THRU TUBE TO POST

STEEL ANGLE. 3/8″ X 3″ X 3″ X 4″ WELDED TO BEAM AND BOLTED TO PLATE WITH 1/2″ MB

WELD TUBES TO 1-1/2″ X 1-1/2″ X 14 GA. STEEL POST. PAINTED

WELDED HINGES TO FRAMES. REFER TO DOOR SCHEDULE FOR HARDWARE

WELD POST TO LANDING STRINGER

CORE DRILL TO 2 1/2″ DEEP AND INSERT POST IN HOLE. FILL WITH EPOXY TO FLUSH WITH FLOOR

16 GA. PERFORATED PANELS, CENTERED WITH TUBE RAILS, TACK-WELDED AT 2″ O.C. TYP. PERFORATE HOLES AT 1/2″ DIAMETER AND STAGGERED. PAINTED

PA N

EL

3′ –

7″

TURN AND WELD TO STRINGER TYPICAL

1′ –

5″

2″

3/8″ STEEL PLATE

STEEL ANGLE WELDED TO BEAM. OVAL HOLE FOR BOLT CONNECTION TO PLATE

1/2″ MB WITH WASHER

WELDED POST TO LANDING STRINGER

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

3′ –

8″

1′ – 8″ 1′ – 2″

3′ –

0″

3′ –

6″

5″4″

STEEL SHIP LADDER TO ROOF

SECURITY CAGE WITH 1″ DIAMETER STEEL TUBE WELDED TO 1-1/2″ STEEL TUBE POST. PAINTED

NON-SECURITY CAGE WITH 1″ DIAMETER STEEL TUBE WELDED TO 1″ STEEL TUBE POST. PAINTED

STAIR RAILINGS. CAP ENDS AT TOP RAIL AND HANDRAIL NEAR CAGE.

STRUCTURAL STEEL BEAM WITH FIREPROOFING COAT POST TO BEAM PLATE CONNECTION. SEE DETAIL

POST AND GAGE TUBES 1/2″ CLEAR

WELD POST TO LANDING FRAME

PIPE GUARD RAILS

1″

ROOF HATCH WITH SAFETY RAILS BEYOND 2

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

3″

1′ – 11″

2″

ROOF HATCH – SHOWN IN OPENED POSITION

SAFETY RAIL – SEE DETAILS ON A232

1″ DIAMETER STEEL TUBE RAILS AND POSTS PAINTED

SHIP LADDER

SHIP LADDER HAND RAILS

WELDED TUBE POST TO STEEL PLATE AND SECURED TO CHANNELS AND ROOF DECK. PROVIDE SLEEVES ALLOW FOR DEFLECTION BETWEEN POST AND STRUCTURE

3′ –

8″

4 EQ

. S PA

C E

5 EQ

. S PA

C E

18 GA. SHEET METAL SHAFT WALL ON 5/8″ PLYWOOD

3-5/8″ X 14 GA. CURB FRAME AROUND ROOF HATCH

SINGLE-PLY MEMBRANE ON 1/2″ PROTECTION BOARD

VA R

IE S

1′ –

3″

PIPE RETURN AND WELD TO STINGER OF SHIP LADDER TYPICAL

1″

3″

1″

5 1/2″

2 1/2″

9 1/2″ (FIELD VARIFY LENGTH)

STEEL BEAM – REFER TO STRUCTURAL

FIREPROOFING COAT

3/8″ STEEL PLATE, 4″ WIDE WELDED TO BOTTOM FLANGE OF BEAM. PROVIDE 3/4″ DIAMETER HOLE FOR BOLT.

1/2″ MB WITH 1-1/2″ DIAMETER WASHERS

3/8″ STEEL PLATE X 4″ WIDE WITH 1/2″ HOLE FOR BOLT

STEEL TUBE POST

WELD TUBE NIPPLE TO PLATE. DO NOT WELD PIPE TO POST.

LAP 2 1/2″ MIN.

THIS TUBE DOES NOT RUN THRU POST AT THE TOP

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

4: 56

A M

A606

NORTH STAIR SECURITY CAGE

CheckerAuthor

1400.0008/06/2014

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100% CD PHASE 2

1/2″ = 1′-0″ NORTH STAIR – SECURITY CAGE PLAN1

1/2″ = 1′-0″ SECURITY CAGE ELEVATION8

1/2″ = 1′-0″ SECURITY CAGE7 1/2″ = 1′-0″

SHIP LADDER ELEVATION5 1/2″ = 1′-0″ SECURITY WITH LADDER SECTION3

NEW SHEET

1

3″ = 1′-0″ POST AT BEAM – DEFLECTION2

No. Description Date

1 Review Comments 08/06/14

 

 

TERRAZZO TREADS ON METAL PAN.

16 GA. PERFORATED STAINLESS STEEL RISER. HORIZONTAL 1.5 INCH BY 1.25 INCH OPENINGS, 40% OPEN IN STAGGERED ROWS

(3) ABRASIVE STRIPS AT NOSINGS. TYP. VISUAL AND TACTILE CONTRAST. STRIP COLOR BLACK, BY TERRAZZO INSTALLER.

EQ.

EQ.

11″ TYPICAL TREAD WIDTH

SE E

SE C

TI O

N

R IS

ER H

EI G

H T

1″ 1″1 1/4″

R 1/4″

1″

STEEL STRINGER

4

DIVIDER STRIP

CARPET

TERRAZZO

CONCRETE SLAB FLOOR. REFER TO STRUCTURAL DRAWINGS FOR DETAILS

TERRAZZO ON RISERS AND TREADS.

STAINLESS STEEL PIPE HANDRAIL 1-1/2″ DIAMETER

1/2″ CLEAR TEMPERED GLASS PANEL – EASE AND POLISH ALL EDGES

1/2″ AIR GAP BETWEEN PANELS.

TERRAZZO TREADS ON METAL PANS

STAIR STRINGER. REFER TO STRUCTURAL.

HANDRAIL / GLASS CONNECTOR AND BRACKETS

3″3″ 1/2″

3′ –

0″3 ‘ –

6 ”

GLASS WIDTHS SEE ELEVATIONS FOR FOR

12 A610

A610 2

EQ. EQ.

EQ. EQ.

3″3″ 1/2″

GLASS WIDTHS SEE ELEVATIONS FOR FOR

8 1/

2″ 3″

3″ 3″

GLASS W IDTH

4′ – 0″

STAINLESS STEEL PIPE HANDRAIL BEHIND GLASS

1/2″ CLEAR TEMPERED GLASS PANEL – EASE AND POLISH ALL EDGES

1/2″ AIR GAP BETWEEN PANELS

HANDRAIL / GLASS CONNECTOR AND BRACKETS

STEEL STRINGER

GLASS BUTTONS MOUNTED TO STAIR STRINGERS

BOTTOM EDGE OF STRINGER

BOTTOM EDGE OF GLASS PANEL TREAD AND RISER BEYOND STRINGER

EASE GLASS POINTS TYPICAL

3′ –

6″

4

3′ –

0″

5″

4″ 6″

1-1/2″ DIAM. X CONT. STAINLESS STEEL PIPE HANDRAIL WITH GLASS MOUNTED BRACKETS

1/2″ CLEAR TEMPERED GLASS PANELS. EASE AND POLISH ALL EDGES

TERRAZZO FILLED TREADS

HSS STRINGER

8 1/

2″ 3

1/ 2″

DIAMETER STAINLESS STEEL BUTTONS. (4) PER PANELS

TOP OF GLASS EDGE SLOPES WITH STRINGER

4″ 3 1/2″

1 1/

2″

1′ –

2″

8 1/

2″

3′ –

0″ 6″ 5″ 1/2″

5″

3′ –

0″ F

R O

M N

O SI

N G

4″

4″

3″

1-1/2″ CONTINUOUS STAINLESS STEEL PIPE HAND RAIL WITH BRACKETS

1/2″ CLEAR TEMPERED GLASS WITH EASE AND POLISHED EDGES

TERRAZZO TREADS

HSS STRINGER

DIAMETER STAINLESS STEEL BUTTONS. (4) PER PANELS

DIAMETER STAINLESS STEEL BUTTONS. (4) PER PANELS. SECURED TO BENT PLATE AND ANGLE

1-1/2″ CONTINUOUS STAINLESS STEEL PIPE HAND RAIL WITH BRACKETS

18 GA. STAINLESS STEEL CLADDING

F.R. PLYWOOD PANEL

1/4″ X 3″ X 5″ STEEL ANGLE WELDED TO BENT STEEL PLATE

LEVEL 2 FLOOR

4″1/2″

1/2″ CLEAR TEMPERED GLASS

4″ 3 1/2″

1 1/

2″

1′ –

2″

3 5/

8″ 8

3/ 8″

3’ –

0″ 6″ 5″ 1/2″

DIAMETER STAINLESS STEEL BUTTONS. (4) PER PANELS. SECURED TO BENT PLATE AND ANGLE

1-1/2″ CONTINUOUS STAINLESS STEEL PIPE HAND RAIL WITH BRACKETS

18 GA. STAINLESS STEEL CLADDING

F.R. PLYWOOD PANEL

1/4″ X 3″ X 5″ STEEL ANGLE WELDED TO BENT STEEL PLATE

LEVEL 2 FLOOR

TOP EDGE OF GLASS GUARDRAIL CONT. WITH LEVEL OF FLOOR

1/2″ TEMPERED CLEAR GLASS WITH EASE AND POLISHED EDGES

CONT. F-REVEAL

5/8″ TYPE ‘X’ GYPSUM BOARD WALL SOFFIT ON 3-5/8″ METAL STUDS AT 16″ O.C.

2-1/2″ STUD

SUSPENDED CEILING REFER TO CEILING PLAN

9 1/4″

1′ – 5 5/16″

4′ –

8″

STRUCTURAL STEEL BEAM WITH INTUMESCENT FIREPROOFING PAINT. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND DETAILS

3/8″ GLAZING JOINT WITH SEALANT SYSTEM

GLAZING STAND OFF FITTINGS

FLOOR LINE

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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9/ 17

/2 01

4 6:

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A610

STAIR AND LANDING DETAILS

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1) 11

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B ea

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ta ff

AZ 8

60 11

100% CD PHASE 2

3″ = 1′-0″ TERRAZZO STAIR FINISH2

3″ = 1′-0″

TERRAZZO TO CARPET TRANSITION1

1″ = 1′-0″ GLASS GUARDRAIL AT STAIR6 1″ = 1′-0″

GLASS GUARDRAIL ELEVATION3 1 1/2″ = 1′-0″ GLASS RAIL – STAIRS12

1 1/2″ = 1′-0″ GLASS RAIL FLR / STAIR11

1 1/2″ = 1′-0″ GLASS RAIL SECTION8

1 1/2″ = 1′-0″ GLASS AT BEAM4

1

1

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

R 1″

3/ 8″

M IN

. STEEL PIPE HANDRAIL 1 1/2″ O.D.

WALL – REFER TO PLAN FOR WALL TYPES.

CAP END AT HANDRAIL

3′ –

0″ T

YP IC

AL

1 1/2″ O.D. HANDRAIL

HANDRAIL BRACKET

HANDRAIL RETURN

ABRASIVE STRIPS AT EACH NOSING.

1′ – 11 15/16″ 3 ‘ –

0 ”

1 1/2″ O.D. HANDRAIL

HANDRAIL BRACKET

HANDRAIL RETURN

ABRASIVE STRIPS AT EACH NOSING.

R 9″

3′ –

0″

3′ –

0″

1′ – 0″ HAND RAIL, 1-1/2″ O.D. STEEL, CONTINUOUS AND SMOOTH RUN.

1-1/2″ O.D. STEEL POST WELDED TO TOP OF STRINGER, FORE AND BEYOND.

CONCRETE AND STEEL STAIR (BEYOND)

CONTINUOUS 1″ O.D. STEEL GUARD RAILS. BENT AS RETURN AND WELDED TO STEEL POSTS. 6 RAILS AT EQUAL SPACES.

CONCRETE STAIR LANDING. REFER TO STRUCTURAL.

OPEN GUARDS SUCH THAT A 4-INCH-DIAMETER SPHERE CANNOT PASS THROUGH.

CONTINUOUS TOP RAIL, 1-1/2″ O.D. STEEL.

ABRASIVE STRIPS AT EACH NOSING. COORDINATE WITH RUBBER FLOORING

1 1/2″

3′ –

0″

3′ –

6″

CONTINUOUS HAND RAIL, 1-1/2″ O.D. SMOOTH PIPE.

1-1/2″ X 1″ STEEL POSTS WELDED TO STRINGERS. TYPICAL.

1″ O.D. PIPE GUARD RAILS

CONCRETE ON METAL TREAD PANS

CONCRETE FILLED LANDING. REFER TO STRUCTURAL FOR DETAILS.

1/2″ STEEL BRACKETS WELDED TO BALLUSTERS AND BOTTOM OF HAND RAILS.

CONTINUOUS TOP RAIL, 1-1/2″ O.D. SMOOTH PIPE.

CONTINUOUS STEEL STRINGER

SEE PLAN

HAND RAIL, 1-1/2″ O.D. STEEL, CONTINUOUS AND SMOOTH RUN.

CONCRETE SLAB STRUCTURAL DRAWINGS FOR SLAB THICKNESS AT STAIR.

CONTINUOUS 1″ O.D. STEEL GUARD RAILS. WELDED TO STEEL POSTS. 6 RAILS AT EQUAL SPACES.

OPEN GUARDS SUCH THAT A 4-INCH DIA. SPHERE CANNOT PASS THROUGH.

CONTINUOUS TOP RAIL, 1-1/2″ O.D. STEEL. END AT STRINGER.

ABRASIVE STRIPS AT EACH NOSING. COORDINATE WITH RUBBER FLOORING

1-1/2″ O.D. STEEL END POST. CENTERED AND WELDED TO STRINGER

1″ O.D. STEEL BRACKET WITH 1/2″ RISER WELDED TO POST AND HANDRAIL. TYP.

STEEL STRINGER. PRIMED AND PAINTED

3′ –

6″

R 10″

4″

3′ –

0″

HAND RAIL, 1-1/2″ O.D. STEEL, CONTINUOUS AND SMOOTH RUN.

1-1/2″ O.D. STEEL POST WELDED TO TOP OF STRINGER, FORE AND BEYOND.

CONTINUOUS 1″ O.D. STEEL GUARD RAILS. WELDED TO STEEL POSTS. 6 RAILS AT EQUAL SPACES.

CONCRETE STAIR. REFER TO STRUCTURAL. REFER TO ROOM FINISHED SCHEDULE FOR RUBBER FLOORING

CONTINUOUS TOP RAIL, 1-1/2″ O.D. STEEL.

STEEL STRINGER. REFER TO STRUCTURAL

METAL BRACKET .

PAINTED STAIR STRINGER. REFER TO STRUCTURAL FOR DETAILS.

CONCRETE FILLED TREADS ON METAL PANS. REFER TO STRUCTURAL FOR DETAILS

TACTILE AND VISUAL CONTRAST AT NOSINGS. TYP. FLOOR MATERIAL ON TREADS AND RISERS – SEE SCHEDULE

11″ TYPICAL TREAD WIDTH

SE E

SE C

TI O

N R

IS ER

H EI

G H

T

EQ.

EQ. 2″

CONTINUOUS 1-1/2″ O.D. STEEL SMOOTH PIPE TOP RAIL.

CONTINUOUS 1-1/2″ O.D. SMOOTH STEEL PIPE HANDRAIL.

1-1/2″ O.C. PIPE POST

1″ O.D. STEEL PIPE GUARDRAILS.

CONCRETE FILLED LANDING. REFER TO ROOM FINISHED SCHEDULE FOR RUBBER FLOORING

HANDRAIL PIPE RETURN AND WELDED TO POST.

BUILDING WALL

WELDED GUARDRAIL PIPES TO POST. GRIND AND SAND SMOOTH TYP.

STEEL LANDING FRAMES – REFER TO STRUCTURAL FOR SIZE AND LOCATION. PAINTED

7 A611

FOURTH FLOOR 46′ – 6″3

3′ –

6″

3′ –

0″

GLASS TO WALL STAINLESS STEEL U-BRACKETS

1-1/2″ POLISHED ALUMINUN PIPE HAND RAIL WITH CAP AT BOTH ENDS. KEEP RAIL MIN. 1″ CLEAR FROM WALL

BRACKETS

1/2″ TEMPERED CLEAR GLASS WITH EASE AND POLISHED EDGES

4″

1 1/2″

DOOR FRAME (BEYOND)

DOOR LEADING INTO STAIR

HAND RAIL, 1-1/2″ O.D. STEEL, CONTINUOUS AND SMOOTH RUN. PAINTED

1 1/2″ O.D. STEEL POST WELDED TO TOP OF LANDING STEEL CHANNEL. PAINTED

CONTINUOUSLY 1″ O.D. STEEL GUARD RAILS. CENTERED AND WELDED TO STEEL POSTS. 7 RAILS AT EQUAL SPACES AS SHOWN. PAINTED

CONTINUOUS TOP RAIL, 1-1/2″ O.D. STEEL. PAINTED

1″ DIAMETER PIPE WITH 1/2″ DIAMETER RISER BRACKET WELDED.

3′ –

6″

3′ –

0″

3 3/

4″ 3

3/ 4″

3 3/

4″ 1″

3 3/

4″ 1″

3 3/

4″ 1″

1″ 3

3/ 4″

3 3/

4″ 1″

1″ 1″

1 1/2″

3 3/

4″

LANDING – REFER TO STRUCTURAL FOR DETAILS

STEEL CHANNEL FRAME – REFER TO STRUCTURAL. PAINTED

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

5: 06

A M

A611

STAIR AND LANDING DETAILS

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100% CD PHASE 2

6″ = 1′-0″ HANDRAIL RETURN DETAIL3

1 1/2″ = 1′-0″ HANDRAIL EXTENSION- BASE2

1 1/2″ = 1′-0″ HANDRAIL EXTENSION – TOP1

1 1/2″ = 1′-0″ GUARDRAIL AT LANDING TURN10 1 1/2″ = 1′-0″

SLOPED GUARDRAILS AT LANDING8

1 1/2″ = 1′-0″ GUARDRAIL EXTENSION12

1 1/2″ = 1′-0″ GUARDRAIL SECTION AT STAIR5

3″ = 1′-0″ CONCRETE FILLED STAIR6 1 1/2″ = 1′-0″

GUARDRAIL END9

1 1/2″ = 1′-0″ NORTH STAIR GLASS GUARDRAIL4

1 1/2″ = 1’-0″ GUARDRAIL AT LANDING7

1

11

1

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

KP KP

KP KP

4

D1

2 A502

1 A500

ELEVATOR ONE

ELEVATOR TWO

2-HR SHAFT WALL FULL HEIGHT TO ROOF

FIRE SEPARATION DISTANCE LINE TABLE 602

1-HR EXTERIOR WALL

P7

P7

4′ –

0″ 2′

– 8″

4′ –

0″ 6′

– 1″

( D

R T

O D

R )

2′ –

8″ 2′

– 8″

9″ .

2′ –

8″

A621 8

4 A621

P7

E5

E6

1

E4 E4

F4

1

4

D1

2 A502

1 A500

FIRE SEPARATION DISTANCE LINE TABLE 602

2-HR SHAFT WALL

P7

P7

E6

P7

4 A621

A621 8

1

E4 F4

1

4

D1

2 A502

1 A500

P7

P7

P7

P7

E6

1

E4 E4

E5

F4

1

4

D1

2 A502

1 A500

P7

P7

P7

4 A621

1

E5

E6 E4

F4

1

4

2 A502

1 A500

HOISTWAY DOOR AT PENTHOUSE LEVEL

2-HR SHAFT WALL

1-HR EXTERIOR WALL

P7

P7

P7

1

4

D1

2 A502

1 A500

10′ – 8″

SUMP AND GRATE REFER TO PLUMBING DRAWINGS

CONCRETE PIT FLOOR. SLOPE MIN. 1/4″ PER FOOT TOWARD DRAIN SUMP

WATERPROOFING MEMBRANE ON PIT WALLS WITH PROTECTION BOARD

PROVIDE AND INSTALL DUMBELL WATERSTOP AT CONCRETE TO CONCRETE JOINTS BELOW GRADE AND AT GROUND LEVEL SLAB FLOOR WITHIN ELEVATOR PIT

PIT DEPTH MINUS 5′-5″ MIN.

EXISTING GARAGE STRUCTUREPIT LADDER

SEE DETAIL 10/A621

19 ‘ –

5 ”

A621 6

5 A621

5 A621

5 A621

5 A621

5′-0″ TURNING CIRCLE

WHEELCHAIR ACCESSABLE

CONTROL

DOOR 4′ – 0″

8′ –

0″ H

O IS

TW AY

D EP

TH

PL A T

FO R

M

6′ –

3″

9′ – 8″ HOISTWAY WIDTH

PLATFORM 8′ – 0″

72 ”

60 ”

42 ”

CL

CL

CL

HALL LANTERN UP / DOWN VISIBLE AND AUDIBLE SIGNAL.

RAISED AND BRAILLE HOISTWAY ENTRANCE ON BOTH JAMBS.

HALL CALL BUTTONS.

4

2 A502

1 A500

ELEVATOR MACHINE

HOISTWAY DOOR BELOW AT PENTHOUSE LEVEL

ELEVATOR ONE STOPS 4 LEVELS

ELEVATOR TWO STOPS ALL LEVELS AND AT PENTHOUSE LEVEL

P7

P7

P7

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

5: 15

A M

A620

ENLARGED ELEVATOR AND DETAILS

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/4″ = 1′-0″ ELEVATOR PLAN – GROUND FLOOR2 1/4″ = 1′-0″

ELEVATOR PLAN – SECOND FLOOR3 1/4″ = 1′-0″ ELEVATOR PLAN – THIRD FLOOR4

1/4″ = 1′-0″ ELEVATOR PLAN – FOURTH FLOOR5 1/4″ = 1′-0″

ELEVATOR PLAN – PENTHOUSE FLOOR6

1/4″ = 1′-0″ ELEVATOR PIT PLAN1

3/8″ = 1′-0″ HC ACCESSABLE ELEVATOR

1/4″ = 1′-0″ ELEVATOR CALL & LANTERN

1/4″ = 1’-0″ ELEVATOR MACHINE – PENTHOUSE9

1

No. Description Date

1 Review Comments 08/06/14

 

 

FIRST FLOOR 0″

D1

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

PENTHOUSE ROOF 80′ – 6″

1 A500

ELEVATOR MACHINE

STAINLESS STEEL ELEVATOR DOOR AND FRAME

ELEVATOR GUIDES AND MOUNTING BRACKETS

ELEVATOR CAB

WATERPROOFING PIT FOUNDATION WALLS AND FLOOR. PROVIDE AND INSTALL PROTECTION BOARDS AT WATERPROOFING MEMBRANES ON WALLS

G013 1

A621 5

A621 4

A621 4

A621 4

A621 4

G013 9

G013 9

G013 9

M AN

U FA

C TU

R E

PE R

E LE

VA TO

R

A241 W2

FIRST FLOOR 0″

4

SECOND FLOOR 16′ – 0″

THIRD FLOOR 32′ – 0″

FOURTH FLOOR 46′ – 6″

PENTHOUSE FLOOR 60′ – 6″

2 A502

2-HR SHAFT WALL

ELEVATOR MACHINES

M AN

U FA

C TU

R E

PE R

E LE

VA TO

R

A241 W2

DUMBBELL WATERSTOP CONTINUOUS AROUND ELEVATOR PIT WATERPROOFING AT BOTTOM OF PIT SLAB

12 ” M

AX .

5′ -6

” ( VE

R IF

Y) (P

IT D

EP TH

)

12 ” O

.C .

(T YP

.)

18″ CL

R.

** VERIFY W/ ELEV. MFR.

48 ” M

IN .

3″

1 1 /2″

* +1/2″

1/4″ FOLDED STEEL PLATE (TYPICAL 4 LOCATION) WELDED TO SIDE RAILS.

(2) 3/8″ X 3″ WIDE STEEL BAR SIDE RAILS WITH ROUND TOP ENDS. TYP. PRIMED AND PAINTED.

1″ SQUARE STEEL BAR LADDER RUNGS WELDED TO SIDE RAILS. SPACED AT 12″ O.C. MAX.

SHOP PRIMED AND PAINTED FINISH.

REFER TO FLOOR PLANS FOR ACTUAL ORIENTATION AND LOCATION OF PIT LADDER. A WALL NICHE MAY BE REQUIRED TO ALLOW CLEARANCE BETWEEN ELEVATOR CAR AND LADDER.

VERIFY NEEDED CLEARANCE WITH ELEVATOR MANUF. AND INSTALLER – MODIFY THIS DESIGN AS REQUIRED TO MAINTAIN NEEDED CLEARANCE.

L 2″ X 2″ X 1/4″ X 1-1/2″ WIDE (TYPICAL 2 LOCATIONS) WELDED TO SIDE RAIL AND ANCHORED TO FLOOR WITH (1) 1/2″ DIM. EXPANSION BOLT, MIN. 3″ EMBEDED.

NOTE: CONTRACTOR HAS OPTION TO FURNISH LADDER DESIGN APPROVED BY ELEVATOR MANUFACTURER – FULLY COMPLY WITH ALL APPLICABLE AND ELEVATOR CODES.

ELEVATOR PIT WALL

ST R

U C

TU R

AL

R EF

WITH ELEV. MANUFACTURER

COORDINATE LOCATION CONTINUOUS VAPOR BARRIER

REMOVABLE PT’D STEEL GRATE ON PERIMETER ANGLE FLANGES. GC COORDINATE CUT OUTS FOR PIPING & MACHINE FIT. 1/2″ MAX. GRATE OPENINGS.

SUMP PUMP

CONT. CAST IN PLACE STEEL PERIMETER L2″x2″X1/4″ ANGLE; TYP.

SLOPE TO DRAIN; TYP.

1′ –

6″

2′ – 0″ R.O.

 

2″ TYP

2″ T

YP

FIRE RATED SHAFT WALL. SEE PLAN FOR WALL TYPES

HOISTWAY DOORS.

STAINLESS STEEL ELEVATOR DOOR FRAME. SUPPORT PER MANUFACTURERS REQUIREMENTS

ELEVATOR CAB DOORS.

20 GA. J-STUD.

HOOD BY ELEVATOR CONTRACTOR.

HALL LANTERN WHERE OCCURS.

FIRE RATED SHAFT WALL. SEE FLOOR PLAN FOR WALL TYPE

HOISTWAY DOOR. METAL ELEVATOR DOOR GUIDE THRESHOLD WITH SUPPORT ANGLE BELOW.

STAINLESS STEEL ELEVATOR DOOR FRAME. SUPPORT PER MANUFACTURERS REQUIREMENTS

ELEVATOR CALL BUTTON WHERE INDICATEDELEVATOR

HOISTWAY

ELEVATOR CAB DOOR.

20 GA. J-STUD AT JAMB.

ELEVATOR DOOR GUIDE THREHOLD.

FINISH FLOOR MATERIAL FOR ELEVATOR CAB. ELEVATOR CAB FRAME CONSTRUCTION.

STEEL SILL ANGLE. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. SILL ANGLE SUPPORT BRACKETS. STRUCTURAL CONCRETE BEAM, FOUNDATION OR FLOOR. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.

STAINLESS STEEL HOISTWAY AND ELEVATOR DR.

CONCRETE SLAB FLOOR ON VAPOR BARRIER ON MIN. 6″ ABC RUN VAPOR BARRIER DOWN TO FACE OF DRAINAGE MAT.

CONTINUOUS 6″ DUMBBELL WATERSTOP AT KEY JOINT. REINFORCED CONCRETE \ ELEVATOR PIT FOUNDATION WALL. REFER TO STRUCT.

WATERPROOFING SYSTEM ON WALL SURFACE DRAINAGE MAT 2″ RIGID INSULATION PROTECTION BD

FLOOR FINISH – REFER TO ROOM FINISH SCHEDULE

CONCRETE ELEVATOR PIT FOUNDATION WALL. REFER TO STRUCTURAL FOR DETAILS.

ELEVATOR PIT – CONCRETE MAT FOOTING. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING

WATERPROOFING SYSTEM ON WALL AND FOOTING, DOWN TO BASE OF FOOTING.

DRAINAGE MAT OF WALL

2″ RIGID INSULATION PROTECTION BOARD CONTINUOUS DUMBBELL WATERSTOP AT JUNCTURE OF WALL AND FOOTING

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

5: 22

A M

A621

ENLARGED ELEVATOR AND DETAILS

MRDDWL

1400.0008/06/2014

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8 60

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100% CD PHASE 2

3/16″ = 1′-0″ ELEVATOR SECTION1 3/16″ = 1′-0″

ELEVATOR HOSTWAY SECTION2 1″ = 1′-0″ ELEVATOR LADDER10 1″ = 1′-0″

ELEVATOR SUMP PUMP DETAIL6

1 1/2″ = 1′-0″ ELEVATOR DOOR HEAD7

1 1/2″ = 1′-0″ ELEVATOR DOOR JAMB8

1″ = 1′-0″ ELEVATOR DOOR SILL4

1″ = 1′-0″ ELEVATOR SLAB3

1″ = 1′-0″ WATERSTOP AT PIT5

1

1

1

1

1

1 1

1

1

1

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

EXTEND 16 GA. STUDS TO TOP OF PARTITION & BRACE PARTITION (AT STUDS) TO STRUCTURE ABOVE

MFR. RECOMMENDED HEAVY DUTY LAVATORY HANGER – MOUNTED OVER NON-COMBUSTIBLE SPACERS

6″ X 16 GA. CROSS CHANNEL AT LAVATORY HANGER

ADDITIONAL 16 GA. STUDS

CONFIGURE DRAIN & TRAP AS SHOWN TO ALLOW MAX. KNEE CLEARANCE (OFFSET DRAIN ASSEMBLY REQ’D)

ADA COMPLIANT LAVATORY WRAP COLD & HOT WATER SUPPLY LINES & DRAIN LINE – TYPICAL

ELEVATION SECTION VIEW

PLAN VIEW ENLARGED PLAN VIEW

CLEAR FLOOR SPACE

30″

48 ” M

IN .

M IN

. 17

15″ MIN.

24 ”

34 ” M

AX .

19

” M AX

.

40 ” M

AX .

9″ M

AX .

27 ” M

IN .

34 ” M

AX .

15″ MIN.

SOAP DISH

DOORS MAY NOT SWING INTO REQUIRED FLOOR SPACE FOR TOILET

MOUNT FLUSH CONTROLS ON WIDE SIDE OF TOILET (44″ MAX HEIGHT)

CLEAR FLOOR SPACE

T.P. DISPENSERS THAT CONTROL DELIVERY SHALL NOT BE USED AT ACCESIBLE TOILETS

3 X 10 BLOCKING

1 1/2″ DIA. GRAB BAR WITH 1 1/2″ GAP FROM WALL

16″-18″

60″ MIN.

59 ” M

IN . @

F LO

O R

-M O

U N

TE D

T O

IL ET

MIN. 24″

36″ MIN. 6″ MIN.

56 ” M

IN . @

W AL

L- H

U N

G T

O IL

ET 19

” M AX

17 ” M

IN 39 “-

41 ”

18 ”

54″ MIN.

42″ MIN. 12″ MAX.

7″- 9″

36 ” M

AX .

33 ” M

IN .

M AX4″

42 ” M

IN

MAX 4″

Atl door location

OPERABLE PARTS OF HARDWARE SHALL BE 34″ MIN AND 48″ MAX AFF

ELEVATION SECTION VIEW

PLAN VIEW ENLARGEDPLAN VIEW

M AX

. 17

“.

EXTEND 16 GA. STUDS TO TOP OF PARTITION & BRACE (AT STUDS) TO ADJACENT WALL OR STRUCTURE ABOVE

ADA COMPLIANT URINAL W/ ELONGATED BOWL – SECURE W/ MFR. RECOMMENDED WALL BRACKET TO FIRE RESISTANT TREATED BLOCKING

2 ROWS 3×10 BLOCKING AT EACH URINAL

ADDITIONAL 16 GA STUD(S) 12″ O.C.

MFR RECOMMENDED HEAVY DUTY URINAL BRACKET – MOUNT OVER NON-COMBUSTIBLE SPACERS

CLEAR FLOOR SPACE

30″

48 ” M

IN .

13.5″ MIN

13 .5

” M IN

60 ” M

IN IM

U M

SELF-CLOSING HINGES

MOUNT FLUSH CONTROLS ON WIDE SIDE OF TOILET (44″ MAX. HEIGHT)

* T.P. DISPENSERS THAT CONTROLS DELIVERY SHALL NOT BE USED @ ACCESSIBLE TOILETS

* OUT SWINGING DOOR PREVENT OBSTRUCTION OF GRAB BARS

4′ –

10 ”

1′ –

0″

33 ”

M IN

. 36

” M AX

.

ABSOLUTE 36″

18″ 18″

MIN. 32″

12 ”

42 ”

M O

U N

TE D

W C

66 ” W

AL L

FMWC CHGB42

BA C

K O

F W

AL L

GB36 SND

BA C

K O

F W

AL L

TPD SPTVGB

39 “-

41 ”

M IN18 ”

M AX

. * 4

0″

54″ MIN.

12″ MAX.

42″ MIN.

39″-41″

33 “-

36 ”

*3 3″

-3 6″

WR

*36″ MAX

42 ”

* 12″ MIN.

* 36″ MIN.

15 ” T

YP

*1 7″

-1 9″

H D

C P

*5″-7″

*1 1

/2 ” M

IN .

BS

CH

DC

EDF

FM

GB36

GB42

HS

MBH

BOOK SHELF

COAT HOOK MOUNTED @ CENTER OF DOOR PARTITION WC SIDE UNLESS SHOWN OTHERWISE

DC DIAPER CHANGING STATION

EDF ELECTRIC DRINKING FOUNTAIN WITH HYDRATION STATION

FRAMED MIRROR

GRAB BAR, 36″ LONG

GRAB BAR 42″ LONG

HYDRATION STATION

SURFACE MOUNTED UTILITY SHELF W/ MOP / BROOM HOLDERS & HOOKS (PROVIDE @ MOP SINK)

38 ” T

O 4

8″

SPECIAL NOTES

O.F.O.I. OWNER FURNISHED OWNER INSTALLED – CONTRACTOR TO COORDINATE

O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED

WHERE NO DESIGNATION IS SHOWN ITEMS ARE TO BE CONTRACTOR FURNISHED CONTRACTOR INSTALLED

* DIMENSIONS NOTED W/ AN ASTERISK SHALL BE VERIFIED & ADJUSTED ACCORDING TO LOCATION & ACCESSIBILITY CONFORMANCE

*1 9″

M IN

SD

*4 0″

URINAL

24 ” T

YP

*1 7″

M AX

H D

C P

SCD

SS WAINSCOT @ SIDE WALLS. MATCH WIDTH OF BASIN.

EDF SN/TV DC MBHBS (2) CH

48″ L X 12″ D (U.N.O.)

60 ” T

YP

*4 0″

H D

C P @

H D

C P

*3 6″

M AX

T O

S PO

U T

*3 8″

T O

4 4″

*4 8″

T O

C L

*4 4″ 5′

– 0″6′ –

0″

BA C

K O

F W

AL L

SCD

SD

SND

SN/TV

SPT

TPD

WC

WR

VGB

SEAT COVER DISPENSER

LIQUID SOAP DISPENSER

SANITARY NAPKIN DISPOSAL

SURFACE MOUNTED NAPKIN / TAMPON VENDORS

SURFACE MOUNTED PAPER TOWEL DISPENSER

TOILET PAPER DISPENSER

WATER CLOSET

WASTE RECEPTACLE.

VERTICAL GRAB BAR

30 ”

CH CH

1′ –

6″

43 ” M

AX 38

” M IN

47 ” M

AX

HS

CLEAR FLOOR SPACE4

8″ M

IN .

30″.

15″ MIN.

M AX

. 19

“.

ELEVATION SECTION VEIW

PLAN VIEW

COUNTER BRACKET BETWEEN EACH LAVATORY. (MAY BE OMITTED WHEN COUNTER IS LESS THAN 6′-0″ LONG)

ALL LAVATORIES IN THE COUNTER ARE TO BE ADA COMPLIANT

EXTEND 16 GA STUDS TO TOP OF PARTITION & BRACE PARTITION (AT STUDS) TO ADJACENT STUDS OR TO STRUCTURE ABOVE

MIRROR

SOAP DISP. 40

” M AX

. 4″

SP LA

SH 34

” 8″

MIN.

9″ M

IN .

27 ” M

IN .

34 ”

11″ MIN.

CONFIGURE DRAIN & TRAP AS SHOWN TO ALLOW MAX. KNEE CLEARANCE (OFFSET DRAIN ASSEMBLY REQ’D)

WRAP COLD & HOT WATER SUPPLY LINES & DRAIN LINE – TYPICAL

ADDITIONAL STUDS @ EACH COUNTER SUPPORT

35″

20 ”

48 ”

4″

48 “x

30 ”

AC C

ES S

SP AC

E

PLAN VIEW

4″ +/- 3″ METAL STUDS (20 GA MIN.) EACH SIDE OF WOOD BLOCKING

2×6 F.R. TREATED WOOD BLOCKING (FLOOR TO 8′-0″ HIGH)

REFER TO SPECIFICATIONS FOR ACCESSORIES (ie LINER DISPENSER, ETC.)

PROVIDE WASHABLE RESTRAINING STRAPS TO SECURE INFANT

250# CAPACITY, NON- ABSORBANT / WASHABLE FINISH THROUGHOUT – EASE ALL EDGES EXPOSED HARDWARE & FASTENERS TO BE STAINLESS STEEL

NOTE:

30 ” M

IN 30

” M IN

60″ MIN

Back Wall

Side Wall

Side Wall

LC

LCLC

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

5: 26

A M

A650

RESTROOM MOUNTING HEIGHTS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

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D IN

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60 0.

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11 00

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11

100% CD PHASE 2

1/4″ = 1′-0″ ACCESSIBLE LAVATORY4

1/4″ = 1′-0″ ACCESSIBLE TOILET2 1/4″ = 1′-0″

ACCESSIBLE WALL-MOUNTED URINAL6 1/4″ = 1′-0″ AMBULATORY TOILET STALL3

MOUNTING HEIGHTS FOR RESTROOM ACCESSORIES1 1/4″ = 1′-0″ COUNTER @ ACCESSIBLE LAVATORY5

1″ = 1′-0″ DIAPER CHANGING STATION7

1/2″ = 1′-0″ ROLL-IN SHOWER8

1

1

1

1

1

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

4

D1

A B

C D

JANITOR

1003

6

4′ – 0″ 2′ – 0″ 3′ – 6″ 4′ – 0″

6

5′ –

0″ T

YP

3′ – 0″3′ – 0″

EQEQ

1′ – 8″

3′ –

0″ 3′

– 4″

5 2′ – 0″ 4′ – 0″ 3′ – 0″3′ – 0″

3′ –

4″ 3′

– 0″

1′ – 8″

EQ EQ

5

5′ –

0″ T

YP

4′ – 0″

1′ – 0″ 5′ – 4″ 1′ – 9″ 1′ – 3″1′ – 4″

3′ –

0″ 3′

– 4″

1′ – 8″

4

OPEN

6′ – 3″

OPEN

OPEN

OPEN

6′ – 3″

5 6

D1

A B

C D

M RESTROOM

1006

A B

C D

W RESTROOM

1007

A B

C D

GENDER NEUTRAL RR

1008

SPT & WR

SPT & WR

FM

SD

SD

FM

FM

FM

SD

SD

FM

FM

SPT & WR

SPT & WR

SN/TV

SCD

TPD

SND

SCD

SCD

TPD

TPD

EDF

SCD

TPD

SND

SCD

TPD

SND

SCD

TPD

SND

SCD

TPD

SND

SCD

TPD

SND

TPD SND

DC

SD

SPT & WR

FM

10 ‘ –

8 ”

2′ – 4″ 2′ – 5″ 1′ – 6 5/8″

33 ” M

IN

1′ – 8″ 3′ – 2″ 3′ – 1″ 3′ – 1″ 2′ – 6″

33 ” M

IN

60″ MIN CLR

1′ -8

1′ –

6″

3′ – 0 1/2″ 2′ – 2″ 2′ – 7″

7′ – 0″8″6″7′ – 6″13′ – 6″8′ – 8″10″8′ – 8″8′ – 5″7′ – 0″

7″1′ – 6″

SCD

MIN CLR 2′ – 6″

3′-0″ CLR

2′ – 7″2′ – 7″

CH

CH

CH

CH

C H

C H

C H

C H C H

3′ – 1″ 3′ – 1″ 3′ – 1″ 3′ – 1″

60 ” M

IN C

LR

GB42GB36

GB36

GB42

GB36

GB42

1′ –

6″ 6′

– 6″

5′ –

1″

5′ –

1″

6′ –

6″

FD FD

FD

GB42

5′ –

5″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

5: 37

A M

A651

RESTROOM PLANS & ELEVATIONS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/4″ = 1′-0″ JANITOR’S CLOSET, TYP.2

1/4″ = 1′-0″ 1007 WOMENS RESTROOM

1/4″ = 1′-0″ 1006 MENS RESTROOM

1/4″ = 1′-0″ 1008 GENDER NEUTRAL RESTROOM

1/4″ = 1′-0″ 1003 JANITOR – TYPICAL

WALL A WALL D

WALL A WALL B WALL C WALL D

WALL A

WALL B

WALL C WALL D

WALL B1

WALL D1

WALL A WALL C

WALL B

WALL D

WALL D1

WALL B1

1

1

1/4″ = 1’-0″ ENLARGED RESTROOM PLAN – 1ST FLOOR1

No. Description Date

1 Review Comments 08/06/14

 

 

5 6

D1

A B

C D

M RESTROOM

2006

A B

C D

W RESTROOM

2007

SPT & WR

SPT & WR

TPD

SCD

TPD

SCD

FM

SD

FM

FM

SD

FM

SD

FM

FM

SD

EDF

TPD

SND SCD

TPD

SND SCD

TPD

FD

SCD

TPD

SND SCD

TPD

SND SCD

TPD

SND SCD

TPD SND

SCD

CH

CH

1′ –

8″ 10

‘ – 8

15′ – 9″9′ – 4″8′ – 1″10″8′ – 1″13′ – 9″7′ – 0″

1′ – 6″ 2′ – 11 1/2″ 3′ – 0″ 3′ – 0″ 3′ – 0″ 1′ – 7″

SN/TV

C H

C H

C H

C H

C H

C H

CH

1′ – 6″3′ – 2″ 3′ – 3″ 1′ – 2″ 2′ – 2″ 3′ – 1″ 3′ – 1″

33 ” M

IN

60″ MIN CLR

33 ” M

IN

EQ EQ EQ EQ

MIN CLR 2′ – 6″.

EQ EQ EQ EQ

3′-0″ CLR

2 1/2″

SPT & WR

SPT & WR

2′ – 0″ 2′ – 0″

60″ MIN CLR

60 ” M

IN C

LR

3′-0 ” CLR

60 ” M

IN C

LR

GB42

GB36

1′ –

6″

6′ –

6″

5′ –

1″

6′ –

6″

GB42

GB36SND

GB42GB42

FD

5

2′ – 0″ 4′ – 0″

3′ – 0″3′ – 0″

3′ –

0″

1′ – 8″

3′ –

4″

EQ EQ

5

5′ –

0″

4′ – 0″

OPEN

6′ – 3″

OPEN

6

4′ – 1″ 2′ – 0″ 3′ – 5″ 4′ – 0″

OPEN

6′ – 3″

6

5′ –

0″ T

YP

EQEQ

3′ – 0″3′ – 0″

3′ –

0″ 3′

– 4″

1′ – 8″

OPEN

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

5: 45

A M

A652

RESTROOM PLANS & ELEVATIONS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/4″ = 1′-0″ ENLARGED RESTROOM PLAN – 2ND FLOOR1

1/4″ = 1′-0″ 2006 MENS RESTROOM

WALL A

WALL B WALL B1 WALL C WALL D

1/4″ = 1′-0″ 2007 WOMENS RESTROOM

1/4″ = 1’-0″ 2007 WOMENS RR (CONT)

WALL B WALL B1 WALL C WALL D

WALL D1

WALL D1

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

5 6

D1

A B

C D

MENS RESTROOM

3006

A B

C D

WOMENS RESTROOM

3007

A B

C D

SHOWER

3008

SPT & WR

FM

SD

TPD

SCD

SN/TV

SND

TPD

SCD

TPD

SCD

SPT & WR

SD FM

FM

FM

SD

SD FM

FM

EDF

SND

TPD

SCD SND

TPD

SCD SND

TPD

SCD

SND TPD

SCD

SND TPD

SCD

SPT & WR

FM

SD

CH

CH

C H

C H

C H C H

CH

C H

1′ –

8″ 10

‘ – 8

8′ – 4″.6′ – 4″13′ – 5″8′ – 9″10″8′ – 7″8′ – 5″7′ – 0″

1′ – 6″ 2′ – 6″ 2′ – 4″ 2′ – 4″

33 ” M

IN

60″ MIN CLR

2′ – 7″2′ – 0″3′ – 0 1/2″

33 ” M

IN

60″ MIN CLR

1′ – 6″

1′ – 6″3′ – 4″ 3′ – 4″ 3′ – 5″ 1′ – 7″

EQEQEQEQ

9′ –

0″

3′ –

5″

MIN CLR 2′ – 6″

2′ – 1″.

SPT & WR

SPT & WR

1′ – 0″

2′ – 7″ 2′ – 7″

GB36

GB42

5′ –

1″

6′ –

6″

GB42

GB36

1′ –

6″

6′ –

6″

GB42

GB36

5′ –

0″

FDFD

5

2′ – 0″ 4′ – 0″ 3′ – 0″3′ – 0″

3′ –

0″

EQEQ

5

OPEN

6′ – 3″ 4′ – 0″

OPEN

6

4′ – 0″ 2′ – 0″ 3′ – 6″ 4′ – 0″

OPEN

6′ – 3″

6

3′ –

0″

EQEQ

3′ – 0″3′ – 0″

OPEN OPEN

1′ – 2″

3′ –

0″1′ – 8″

EQEQ 2′ – 8″

OPEN

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

5: 56

A M

A653

RESTROOM PLANS & ELEVATIONS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/4″ = 1′-0″ ENLARGED RESTROOM PLAN – 3RD FLR1

1/4″ = 1′-0″ 3006 MENS RESTROOM

WALL A WALL B WALL B1 WALL C WALL D WALL D1

1/4″ = 1′-0″ 3007 WOMENS RESTROOM

1/4″ = 1′-0″ 3007 WOMENS RR (CONT)

WALL A WALL B WALL B1 WALL C WALL D

WALL D1

1/4″ = 1’-0″ 3008 SHOWER

WALL A1WALL A WALL B WALL C WALL C1 WALL D

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

5 6

D1

A B

C D

M RESTROOM

4006

A B

C D

W RESTROOM

4007

A B

C D

SHOWER

4008

10 ‘ –

7 1

5/ 16

9′ –

0″

7′ – 6″7′ – 0″22′ – 1″11″.8′ – 7″8′ – 4″7′ – 0″

SPT & WR

FM

SD

TPD

SCD

CH

CH SPT & WR

SPT & WR

SPT & WR

SN/TV

FM

FM

SD

FM

SD

FM

FM

SD

EDF

SCD

TPD

SCDSND

C H

TPD

SCDSND

C H

TPD

SCDSND

C H

TPD

SCD SND

C H

TPD

SCD

SND

CH

CH

SPT & WR

TPD SND

SCD

1′ – 6″

3′ –

5″

FM

SD

TPD

SCDSND

C H

1′ – 6″ 2′ – 6″ 2′ – 4 1/2″ 2′ – 4″

60″ MIN CLR

33 ” M

IN

3′ – 0 1/2″ 2′ – 1″. 2′ – 7″ 2′ – 1/2″.

MIN CLR 2′ – 6″

33 ” M

IN

1′ – 6″3′ – 1″ 3′ – 0″ 3′ – 0″ 2′ – 10″ 2″

60″ MIN CLR

1′ – 3″

3′-0″ CLR

2′ – 4″ 2′ – 5″

60 ” M

IN C

LR

1′ –

7″

1′ –

6″

6′ –

6″TPD GB42

GB36

5′ –

1″

5′ –

1″

6′ –

6″

GB42

GB36

GB42

GB36

GB42

3′ – 0″3′ – 0″3′ – 0″3′ – 0″

FD FD

5

2′ – 0″ 4′ – 0″

3′ – 0″3′ – 0″

3′ –

4″ 3′

– 0″

1′ – 8″

EQEQ

OPEN

6′ – 4″

5

5′ –

0″

4′ – 0″

OPEN

6

2′ – 0″ 3′ – 6″4′ – 0″ 4′ – 0″

OPEN

6′ – 3″

6

5′ –

0″ T

YP

3′ – 0″3′ – 0″

3′ –

0″ 3′

– 4″

1′ – 8″

EQEQ

OPEN

OPEN

2′ – 0″

1′ – 8″

3′ –

4″ 3′

– 0″

1′ – 6″ 2′ – 6″

OPEN

2′ – 10″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

6: 06

A M

A654

RESTROOM PLANS & ELEVATIONS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

1/4″ = 1′-0″ ENLARGED RESTROOM PLAN – 4TH FLR1

1/4″ = 1′-0″ 4006 MENS RESTROOM

WALL A WALL B WALL B1 WALL C WALL D WALL D1

1/4″ = 1′-0″ 4007 WOMENS RESTROOM

WALL A WALL B WALL B1 WALL C WALL D WALL D1

1/4″ = 1’-0″ 4008 SHOWER

WALL A WALL A1 WALL B WALL C WALL C1 WALL D

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

DOOR ABBREVIATION LEGEND

ALUMINUM STOREFRONT SYSTEM

HOLLOW METAL WITH PAINTED FINISH

STAINLESS STEEL

BY MANUFACTURER

SOLID CORE WOOD WITH WOOD VENEER

TEMPERED GLASS

FIRE RATED GLASS

GLASS TYPE. SEE GLASS TYPE LEGEND

ALUM

HM

SS

MANUF.

SCWV

T

FIRE

GL-#

DOOR GENERAL NOTES

ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE PANIC HARDWARE PER NEC 110.26.C.3 AT THOSE DOORS INDICATED IN THE DOOR HARDWARE SCHEDULE.

EXIT DOORS SHALL COMPLY WITH IBC 2009 1008.1.7 (THRESHOLDS)

VERIFY AND COORDINATE ALL DOOR FRAMES AND THEIR RESPECTIVE PARTITION REQUIREMENTS, PARTITION DETAILS, DOOR DETAILS, AND EXISTING FIELD CONDITIONS. NOTIFY ARCHITECT WHERE DISCREPANCIES OCCUR.

PROVIDE ACCESS CONTROL AND HARDWARE AS SCHEDULED. ALSO PROVIDE DECAL SIGN “EMERGENCY EXIT ALARM WILL SOUND” ON PANIC BAR WHERE INDICATED.

THROAT AT PARTITIONS SHALL BE AS REQUIRED FOR THE RESPECTIVE PARTITION THICKNESS INDICATED. ADJUST 1/2″ FRAME RETURN DIMENSION AS NECESSARY.

GLASS UNITS FOR DOORS SHALL BE AS INDICATED ON DOOR SCHEDULE AND SAFETY GLAZING NOTES

MAXIMUM CLEARANCES AT DOORS SHALL BE AS FOLLOWS: • BETWEEN DOOR & FRAME AT HEAD & JAMBS AND BETWEEN PAIRS OF DOORS –

1/8″ • AT DOOR SILLS WITHOUT THRESHOLD – 1/2″ • AT DOOR SILLS WITH THRESHOLD – 3/4″ ABOVE CONCRETE SLAB • AT DOORS WHERE CARPET OCCURS – 3/8″ SILL HEIGHT

CONTRACTOR SHALL PROVIDE PROPER TRANSITION STRIPS BETWEEN DIFFERENT FLOORING MATERIAL. TRANSITION SHALL OCCUR AT CENTERLINE OF DOOR IN CLOSED POSITION.

ALL WALL MOUNTED DOOR STOPS SHALL BE SUPPORTED BY 6″ UNPUNCHED “IN- WALL” HORIZONTAL METAL STUD BLOCKING.

MAXIMUM INSTALLATION TOLERANCE PERMITTED FOR SQUARENESS, PLUMB, ALIGNMENT AND TWIST – 1/16″.

PROVIDE PANIC HARDWARE ON DOORS OF ANY ELECTRICAL EQUIPMENT ROOM CONTAINING EQUIPMENT RATED AT 1,200 AMPS OR GREATER.

HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: • INTERIOR HINGED DOORS AND GATES OTHER THAN FIRE DOORS: 5 POUNDS

MAXIMUM. • EXTERIOR HINGED DOORS AND FIRE DOORS: 15 POUNDS MAXIMUM.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

1 SINGLE DOOR

2 SINGLE DOOR WITH SIDELITE

3 DOUBLE DOOR

AA

AA

C

A

A

B

A

A

C

C

E

T

T

SEE SCHEDULE

SE E

SC H

ED U

LE

SEE SCHEDULE

SE E

SC H

ED U

LE

SEE SCHEDULE 2′ – 0″

3′ –

8″

REMOVABLE JAMB AS INDICATED IN HARDWARE SCHEDULE

SE E

SC H

ED U

LE

FLUSH NARROW LITE LOUVERED WIDE STILE

3′ –

6″ 2′

– 6″

6″8″

10 ”

5 1/

2″

5 1/2″5 1/2″

ALL GLASS

6″6″

12 ”

20 ”

32 ”

ALL GLASS RAIL

LOUVERED FR

FUSIBLE LINK LOUVER

ALUMINUM CENTER VERTICAL FRAME OR SILL. SEE DETAILS.

ALUMINUM CENTERED HORIZONTAL MULLION WITH 1/4″ GLAZING.

HORIZONTAL MULLION

4″

1 3/

4″

ALUMINUM CENTER HORIZONTAL FRAME OR SILL. SEE DETAILS.

ALUMINUM CENTERED VERTICAL MULLION WITH 1/4″ GLAZING.

VERTICAL MULLION

4″ 1 3/4″

ALUMINUM THERMAL- BARRIER FRAME NO VISIBLE CREWS ON OUTSIDE OF FRAME ASSEMBLY (STEEL STIFFENER AS REQUIRED)

COVER FACE CAP ALUMINUM THERMAL-BARRIER FRAME NO VISIBLE SCREWS ON OUTSIDE OF FRAME ASSEMBLY

SETTING BLOCK

1″ INSULATED GLASS INTERIOR PLANE. REFER TO GLASS TYPES

EXTERIOR

HORIZONTAL MULLIONVERTICAL MULLION

1″ INSULATED GLASS INTERIOR PLANE. REFER TO GLASS TYPES

IN TE

R IO

R

EXTERIOR

INTERIOR

ALUMINUM THERMAL- BARRIER FRAME NO VISIBLE CREWS ON OUTSIDE OF FRAME ASSEMBLY (STEEL STIFFENER AS REQUIRED)

1″ INSULATED GLASS UNIT

EXTERIOR

ALUMINUM THERMAL- BARRIER FRAME NO VISIBLE SCREWS ON OUTSIDE OF FRAME ASSEMBLY

1″ INSULATED GLASS REFER TO GLASS TYPES

EXTERIOR

HEAD OR SILL

JAMB – OUTSWING

OPERABLE WINDOWOPERABLE WINDOW IN TE

R IO

R

INTERIOR

EXTERIOR

A B C

1/2″ 1/2″

2″

5/ 8″

2″2″

VARIES

2″ 2″

5/ 8″

5/ 8″

VARIES

2″ 7/8″ 7/8″

2″

VARIES

2″ 7/8″ 7/8″

5/ 8″

1/2″1/2″

2″

VARIES VARIES

2″ 2″

5/ 8″

2″

2″ 7/8″

5/ 8″

2″

D E

VARIES = SEE PARTITION TYPES FOR WIDTH

1 2 3 4

1″.

GLASS SURFACE NUMBER

1/4″ ANNEALED CLEAR GLASS

EXTERIOR INTERIOR

LOW-E COATING BLACK ANODIZED SPACER

GL-5 INSULATING ANNEALED GLAZING UNIT (CLEAR)

1/4″ CLEAR GLASS

GL-3 TEMPERED GLASS (CLEAR)

1/2″ CLEAR MONOLITHIC TEMPERED GLASS

DECORATIVE FILM WHERE INDICATED

GL-2 TEMPERED GLASS (TINTED)

1/4″ TINTED MONOLITHIC TEMPERED GLASS

GL-1 TEMPERED GLASS (CLEAR)

1/4″ CLEAR MONOLITHIC TEMPERED GLASS

DECORATIVE FILM WHERE INDICATED (GL-1F)

1 2 3 4

1″.

GLASS SURFACE NUMBER

1/4″ TEMPERED CLEAR GLASS

EXTERIOR INTERIOR

LOW-E COATING BLACK ANODIZED SPACER

1/4″ CLEAR GLASS

GL-6 INSULATING TEMPERED GLAZING UNIT (CLEAR)

1 2 3 4

1″.

GLASS SURFACE NUMBER

1/4″ ANNEALED TINTED GLASS

EXTERIOR INTERIOR

LOW-E COATING BLACKANODIZED SPACER

GL-7 INSULATING ANNEALED GLAZING UNIT (TINTED)

1/4″ CLEAR GLASS

1 2 3 4

1″.

GLASS SURFACE NUMBER

1/4″ TEMPERED TINTED GLASS

EXTERIOR INTERIOR

LOW-E COATING BLACK ANODIZED SPACER

1/4″ CLEAR GLASS

GL-8 INSULATING TEMPERED GLAZING UNIT (TINTED)

1 2 3 4

1″.

GLASS SURFACE NUMBER

1/4″ TEMPERED CLEAR GLASS

EXTERIOR INTERIOR

BLACK ANODIZED SPACER

5/16″ CLEAR FIRE RATED GLASS

GL-9 INSULATING FIRE-RATED GLAZING UNIT (DOOR LITE) (CLEAR)

1/2″.

1/4″.1/4″.

5/16″ CLEAR FIRE RATED GLASS

GL-4 FIRE-RATED GLASS (LITE) (CLEAR)

5/16″.

SAFETY GLASS SHALL BE PROVIDED IN HAZARDOUS AREAS AS REQUIRED BY CODES, INCLUDING THE FOLLOWING SPECIFIC LOCATIONS. COMPLY WITH IBC SECTION 2406 “SAFETY GLAZING”.

GLASS IN DOORS.

GLASS IN UNFRAMED DOORS.

GLASS IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLASS IS WITHIN A 24-INCH ARC OF EITHER THE VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION OR WHERE THE BOTTOM EXPOSED EDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE.

GLASS IN INDIVIDUAL PANELS WITH ALL OF THE FOLLOWING CHARACTERISTICS: • PANE SIZE GREATER THAN 9 SQUARE FEET, • EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR, • EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR AND A WALKING

SURFACE WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLASS.

SAFETY GLAZING NOTES:

1.

2.

3.

4.

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

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A700

DOOR & STOREFRONT – GENERAL NOTES, SYSTEMS

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DOOR FRAME LEGEND

DOOR PANEL LEGEND

STOREFRONT SYSTEM 3 (INTERIOR)3

STOREFRONT SYSTEM 1 (EXTERIOR)1

STOREFRONT SYSTEM 2 (EXT. CASEMENT)2

DOOR FRAME PROFILE LEGEND

GLASS TYPES LEGEND

1

1

1

1 1

1

1

REQUIRED SAFETY GLAZING LOCATION (2009 IBC 2406.4)

2406.4 Hazardous locations. The following shall be considered specific hazardous locations requiring safety glazing materials:

4. Glazing in unframed swinging doors.

6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface. Exceptions: 1. Panels where there is an intervening wall or other permanent barrier between the door and glazing.

7. Glazing in an individual fixed or operable panel, other than in those locations described in preceding Items 6, which meets all of the following conditions: 7.1. Exposed area of an individual pane greater than 9 square feet (0.84 m2); 7.2. Exposed bottom edge less than 18 inches (457 mm) above the floor; 7.3. Exposed top edge greater than 36 inches (914 mm) above the floor; and 7.4. One or more walking surface(s) within 36 inches (914 mm) horizontally of the plane of the glazing. Exception: Safety glazing for Item 7 is not required for the following installations: 1. A protective bar 1.52 inches (38 mm) or more in height, capable of withstanding a horizontal load of 50 pounds plf (730 N/m) without contacting the glass, is installed on the accessible sides of the glazing 34 inches to 38 inches (864 mm to 965 mm) above the floor. 2. The outboard pane in insulating glass units or multiple glazing where the bottom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizontal) (0.78 rad) surface adjacent to the glass exterior.

8. Glazing in guards and railings, including structural baluster panels and nonstructural in-fill panels, regardless of area or height above a walking surface.

10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surface; when the exposed surface of the glass is less than 60 inches (1524 mm) above the plane of the adjacent walking surface.

11. Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 60 inches (1524 mm) above the nose of the tread. Exception: Safety glazing for Item 10 or 11 is not required for the following installations where: 1. The side of a stairway, landing or ramp which has a guard or handrail, including balusters or in-fill panels, complying with the provisions of Sections 1013 and 1607.7; and 2. The plane of the glass is greater than 18 inches (457 mm) from the railing.

No. Description Date

1 Review Comments 08/06/14

 

 

HARDWARE NOTES 1. CARD READERS LOCATIONS ARE SUBJECT TO FINAL APPROVAL FROM

THE OWNER.

REMARKS 1.

2.

3.

4.

5.

6.

7.

KEYED DOOR TO NAU FACILITIES DEPARTMENT STANDARDS

AUTOMATIC BI-PARTING ALLUMINUM AND GLASS SLIDERS IN STOREFRONT SYSTEM WITH BREAKAWAY PANELS

MAGNETIC HOLD-OPEN

ADA OPENERS, COORD LOCATION WITH ARCHITECT

SECURITY ENCLOSURE – SEE A606 FOR ADD’L INFORMATION

REPLACE EXISTING DOOR w/ 60 MIN RATED DOORS, FRAME, 18″w x 12″h FUSIBLE LINK LOUVERS – FIELD VERIFY EXIST LOUVER SIZE FOR EQUAL REPLACEMENT. BASIS OF DESIG ANEMOSTAT FLDL-UL UL FILE #R7776. PAINT DOOR ASSEMBLY TO MATCH EXISTING DOOR.

INSULATED METAL TRANSOM PANEL, FIRE RATED TO MATCH DOOR.

5

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

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A701

DOOR SCHEDULE – FIRST & SECOND FLOORS

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DOOR SCHEDULE – GROUND FLOOR

DOOR NO.

DOOR SIZE PANEL FRAME DETAIL ACCESS

CONTROL HDWR

SET FIRE

RATING REMARKS WIDTH (CLR)

HEIGHT (CLR) LEAF 1 LEAF 2

DOOR MTL

GLASS TYPE

FRAME TYPE

FRAME MTL HEAD JAMB SILL

FIRST FLOOR 100B 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 09 100C 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 10 100D 5′ – 8″ 7′ – 0″ NARROW LITE NARROW LITE HM GL-6 3T HM 1/A750 SIM 2/A750 SIM 7/A252 Y 02A 4 101A 6′ – 0″ 7′ – 0″ WIDE STILE WIDE STILE ALUM GL-2 SEE A704 ALUM. 7/A750 SIM 8/A750 SIM 7/A252 Y AL-02 4 101B 9′ – 0″ 7′ – 8″ AUTOMATIC SLIDER ALUM GL-1 SEE A755 ALUM. 5/A755 10/A755 7/A755 AL-01 2 102B 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 13 1 103A 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 103B 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 103C 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 103D 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 103E 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 103F 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 103G 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 105 6′ – 0″ 7′ – 0″ FLUSH FLUSH SCWV – 3 HM 9/A753 10/A753 – Y 25 106 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – 24 106A 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 14A 107 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 109 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 110 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – 13 110B 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 5/A753 6/A753 – 14C 111 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 112 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – Y 11 113 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 114A 4′ – 0″ 7′ – 0″ WIDE STILE ALUM GL-2 SEE A704 ALUM. 7/A750 SIM 8/A750 7/A252 Y AL-03A 4 114B 14′ – 0″ 7′ – 8″ AUTOMATIC SLIDER AUTOMATIC SLIDER ALUM GL-1 SEE A755 ALUM. 5/A755 10/A755 7/A755 AL-01 2 114D 6′ – 0″ 7′ – 0″ WIDE STILE WIDE STILE ALUM GL-2 SEE A704 ALUM. 7/A750 SIM 8/A750 7/A252 Y AL-02A 4 115 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 117 6′ – 0″ 7′ – 0″ ALL GLASS RAIL ALL GLASS RAIL T 1/2″ GL-3 SEE A705 ALUM. – – – Y GL-01 4 119A 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 119B 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 119C 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 119D 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 119E 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 119F 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 119G 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 119H 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 09 120 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 11 121 6′ – 0″ 7′ – 0″ FLUSH FLUSH SCWV – 3 HM 3/A753 SIM 4/A753 SIM – 20 121A 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 3/A753 SIM 4/A753 SIM – Y 11 121B 5′ – 8″ 7′ – 0″ FLUSH FLUSH HM – 3T HM 1/A750 SIM 2/A750 SIM 7/A252 Y 02B 122 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – Y 11 1001A 5′ – 8″ 7′ – 0″ NARROW LITE NARROW LITE HM GL-9 3T HM 1/A750 SIM 2/A750 SIM 7/A252 Y 04 1-1/2HR 4, 7 1001B 4′ – 0″ 7′ – 0″ NARROW LITE SCWV GL-4 1 HM 1/A753 SIM 2/A753 SIM – 07 1-1/2HR 3 1001C 4′ – 0″ 7′ – 0″ NARROW LITE SCWV GL-4 1 HM 1/A753 2/A753 – 07A 1-1/2HR 3 1002 3′ – 6″ 7′ – 0″ FLUSH SCWV 1 HM 9/A753 10/A753 – 14 1-1/2HR 1 1003 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 14 1 1005 3′ – 0″ 7′ – 0″ LOUVERED SCWV – 1 HM 9/A753 10/A752 – Y 15 1006 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 17 4 1007 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 17 4 1008 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 5/A753 6/A753 – 19 4 1009 5′ – 0″ 7′ – 0″ FLUSH FLUSH SCWV 1 HM 9/A753 10/A753 – 06 1 1009A 3′ – 8″ 7′ – 0″ FLUSH HM – 1T HM 1/A750 2/A750 SIM 10/A750 26 1 1010 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 23 1 1011 6′ – 0″ 7′ – 0″ NARROW LITE FLUSH HM GL-6 3 HM 1/A750 SIM 2/A750 SIM 10/A750 Y 02 1-1/2HR 1012 3′ – 0″ 7′ – 0″ LOUVERED SCWV – 1 HM 9/A753 10/A753 – 09B 1 1012A 5′ – 8″ 7′ – 0″ FLUSH FLUSH HM – 3T HM 1/A750 SIM 2/A750 SIM – 01 1 1013 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 14 1

DOOR SCHEDULE – SECOND FLOOR

DOOR NO.

DOOR SIZE PANEL FRAME DETAIL ACCESS

CONTROL HDWR

SET FIRE

RATING REMARKS WIDTH (CLR)

HEIGHT (CLR) LEAF 1 LEAF 2

DOOR MTL

GLASS TYPE

FRAME TYPE

FRAME MTL HEAD JAMB SILL

SECOND FLOOR 201 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 12B 201A 4′ – 0″ 7′ – 0″ FLUSH FLUSH SCWV – 3 HM 3/A753 4/A753 – 22 201B 4′ – 0″ 7′ – 0″ FLUSH FLUSH SCWV – 3 HM 3/A753 4/A753 – 22 201C 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 12B 204 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 206 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 208 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 210 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 211 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 12B 211A 4′ – 0″ 7′ – 0″ FLUSH FLUSH SCWV – 3 HM 3/A753 4/A753 – 21 211B 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 12B 212 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – Y GL-02 216 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 216A 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 221 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 12B 221A 4′ – 0″ 7′ – 0″ FLUSH FLUSH SCWV 3 HM 3/A753 4/A753 – 21 221B 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 12B 223 3′ – 6″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – Y 11 225 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 227 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 229 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 231 3′ – 0″ 7′ – 0″ FLUSH SCWV 1 HM 9/A753 10/A753 – Y 11 233 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 235 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 236 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – Y 09C 236A 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – 16 236C 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 3/A753 4/A753 – 13A 237 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 238A 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 12A 238B 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 3/A753 SIM 4/A753 SIM – 12 238C 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 16 238D 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 3/A753 4/A753 – 16 242 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 09 242A 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 3/A753 4/A753 – 14A 244 3′ – 0″ 7′ – 0″ FLUSH SCWV – 2 HM 9/A753 10/A753 – Y 09 2001 4′ – 0″ 7′ – 0″ NARROW LITE SCWV GL-4 1 HM 1/A753 SIM 2/A753 SIM – 08 1-1/2HR 3 2003 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 14 1 2005 3′ – 0″ 7′ – 0″ LOUVERED SCWV – 1 HM 9/A753 10/A753 – Y 09 1 2006 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 17 4 2007 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 17 4 2010 3′ – 0″ 7′ – 0″ LOUVERED SCWV – 1 HM 9/A753 10/A753 – 23 2011 6′ – 0″ 7′ – 0″ NARROW LITE FLUSH SCWV GL-4 3 HM 1/A753 SIM 2/A753 SIM – Y 08B 1-1/2HR

1

1

4

4

4

6

6

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

HARDWARE NOTES 1. CARD READERS LOCATIONS ARE SUBJECT TO FINAL APPROVAL FROM

THE OWNER.

REMARKS 1.

2.

3.

4.

5.

6.

7.

KEYED DOOR TO NAU FACILITIES DEPARTMENT STANDARDS

AUTOMATIC BI-PARTING ALLUMINUM AND GLASS SLIDERS IN STOREFRONT SYSTEM WITH BREAKAWAY PANELS

MAGNETIC HOLD-OPEN

ADA OPENERS, COORD LOCATION WITH ARCHITECT

SECURITY ENCLOSURE – SEE A606 FOR ADD’L INFORMATION

REPLACE EXISTING DOOR w/ 60 MIN RATED DOORS, FRAME, 18″w x 12″h FUSIBLE LINK LOUVERS – FIELD VERIFY EXIST LOUVER SIZE FOR EQUAL REPLACEMENT. BASIS OF DESIG ANEMOSTAT FLDL-UL UL FILE #R7776. PAINT DOOR ASSEMBLY TO MATCH EXISTING DOOR.

INSULATED METAL TRANSOM PANEL, FIRE RATED TO MATCH DOOR.

5

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

37 :0

9 PM

A702

DOOR SCHEDULE – THIRD FLOOR

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WIDTH (CLR)

HEIGHT (CLR) LEAF 1

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GLASS TYPE

FRAME TYPE

FRAME MTL HEAD JAMB SILL

356 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 359 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 360 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 361 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 362 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 363 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 364 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 365 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 366 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 367 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 368 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 369 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 370 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 371 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 373 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 374 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 375 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 376 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 377 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 378 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 379 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 380 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 381 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 382 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 383 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 384 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 385 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 386 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 387 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 388 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 389 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 390 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 391 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 393 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 395 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 396 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 397 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 398 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 399 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 3001 3′ – 0″ 7′ – 0″ NARROW LITE SCWV GL-4 1 HM 1/A753 SIM 2/A753 SIM – Y 08A 3003 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 14 1 3005 3′ – 0″ 7′ – 0″ LOUVERED SCWV – 1 HM 9/A753 10/A753 – Y 09 1 3006 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 17 4 3007 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 17 4 3008 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 5/A753 6/A753 – 19 4 3010 3′ – 0″ 7′ – 0″ LOUVERED SCWV – 1 HM 9/A753 10/A753 – 23 1 3011 3′ – 0″ 7′ – 0″ NARROW LITE SCWV GL-4 1 HM 1/A753 SIM 2/A753 SIM – Y 08A

DOOR SCHEDULE – THIRD FLOOR

THIR

DOOR SIZE PANEL FRAME DETAIL ACCES S

CONTR OL

HDWR SET

FIRE RATING REMARKS

WIDTH (CLR)

HEIGHT (CLR) LEAF 1

DOOR MTL

GLASS TYPE

FRAME TYPE

FRAME MTL HEAD JAMB SILL

THIRD FLOOR 302 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 302A 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 303 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 304 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 305 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 306 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 307 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 308 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 309 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 310 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 312 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 313 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 315 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 317 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 320 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 321 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 322 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 323 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 324 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 325 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 326 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 327 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 328 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1 1 HM 9/A753 10/A753 – Y 11 329 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 331 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 333 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 333A 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 3/A753 4/A753 – 13 334 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 334A 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 337 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 338 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1 1 HM 9/A753 10/A753 – Y 11 339 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 340 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 341 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 342 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 343 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 344 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 345 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 346 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 347 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 348 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 349 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 350 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 351 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 352 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 353 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 354 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 355 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13

1

6

6

6

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

HARDWARE NOTES 1. CARD READERS LOCATIONS ARE SUBJECT TO FINAL APPROVAL FROM

THE OWNER.

REMARKS 1.

2.

3.

4.

5.

6.

7.

KEYED DOOR TO NAU FACILITIES DEPARTMENT STANDARDS

AUTOMATIC BI-PARTING ALLUMINUM AND GLASS SLIDERS IN STOREFRONT SYSTEM WITH BREAKAWAY PANELS

MAGNETIC HOLD-OPEN

ADA OPENERS, COORD LOCATION WITH ARCHITECT

SECURITY ENCLOSURE – SEE A606 FOR ADD’L INFORMATION

REPLACE EXISTING DOOR w/ 60 MIN RATED DOORS, FRAME, 18″w x 12″h FUSIBLE LINK LOUVERS – FIELD VERIFY EXIST LOUVER SIZE FOR EQUAL REPLACEMENT. BASIS OF DESIG ANEMOSTAT FLDL-UL UL FILE #R7776. PAINT DOOR ASSEMBLY TO MATCH EXISTING DOOR.

INSULATED METAL TRANSOM PANEL, FIRE RATED TO MATCH DOOR.

5

6

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I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

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KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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DOOR SCHEDULE – FOURTH FLOOR & PENTHOUSE

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DOOR SCHEDULE – FOURTH FLOOR

DOOR NO.

DOOR SIZE PANEL FRAME DETAIL ACCES S

CONTR OL

HDWR SET

FIRE RATING REMARKS

WIDTH (CLR)

HEIGHT (CLR) LEAF 1 LEAF 2

DOOR MTL

GLASS TYPE

FRAME TYPE

FRAME MTL HEAD JAMB SILL

461 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 462 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 463 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 464 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 465 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 466 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 467 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 468 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 469 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 470 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 471 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 473 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 474 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 475 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 476 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 477 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 478 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 479 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 480 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 481 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 482 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 483 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 484 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 485 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 486 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 487 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 488 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 489 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 490 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 491 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 493 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 495 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 497 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 498 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 499 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 4001 3′ – 0″ 7′ – 0″ NARROW LITE SCWV GL-4 1 HM 1/A753 SIM 2/A753 SIM – Y 08A 4001A 3′ – 0″ 7′ – 0″ FLUSH SCWV 1 HM 3/A753 SIM 4/A753 SIM 10/A750 14 5 4003 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 14 1 4005 3′ – 0″ 7′ – 0″ LOUVERED SCWV – 1 HM 9/A753 10/A753 – Y 09 1 4006 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 17 4 4007 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 9/A753 10/A753 – 17 4 4008 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 5/A753 6/A753 – 19 4 4010 3′ – 0″ 7′ – 0″ LOUVERED SCWV – 1 HM 9/A753 10/A753 – 23 1 4011 3′ – 0″ 7′ – 0″ NARROW LITE SCWV GL-4 1 HM 1/A753 SIM 2/A753 SIM – Y 08A

DOOR SCHEDULE – FOURTH FLOOR

DOOR NO.

DOOR SIZE PANEL FRAME DETAIL ACCES S

CONTR OL

HDWR SET

FIRE RATING REMARKS

WIDTH (CLR)

HEIGHT (CLR) LEAF 1 LEAF 2

DOOR MTL

GLASS TYPE

FRAME TYPE

FRAME MTL HEAD JAMB SILL

FOURTH FLOOR 402 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 402A 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 403 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 404 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 405 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 406 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 407 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 408 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 409 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 410 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 412 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 414 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 415 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 417 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 419 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 420 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 422 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 423 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 424 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 425 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 426 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 427 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 428 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 429 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 430 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1 1 HM 9/A753 10/A753 – Y 11 431 3′ – 0″ 7′ – 0″ FLUSH SCWV GL-1F 1 HM 9/A753 10/A753 – 13 433 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 434 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 434A 3′ – 0″ 7′ – 0″ ALL GLASS T 1/2″ GL-3 SEE A705 – 14/A754 SIM 14/A754 SIM – GL-03 435 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 435A 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 3/A753 4/A753 – 13 437 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 437A 3′ – 0″ 7′ – 0″ FLUSH SCWV – 1 HM 3/A753 4/A753 – 13 439 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 440 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1 1 HM 9/A753 10/A753 – Y 11 441 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 442 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 443 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 444 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 445 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 446 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 447 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 448 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 449 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 450 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 451 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 452 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 453 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 454 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 455 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 456 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 459 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13 460 3′ – 0″ 7′ – 0″ WIDE STILE SCWV GL-1F 1 HM 9/A753 10/A753 – 13

DOOR SCHEDULE – PENTHOUSE

DOOR NO.

DOOR SIZE PANEL FRAME DETAIL ACCE SS

CONT ROL

HDWR SET

FIRE RATING REMARKS

WIDTH (CLR)

HEIGHT (CLR) LEAF 1 LEAF 2

DOOR MTL

GLASS TYPE

FRAME TYPE

FRAME MTL HEAD JAMB SILL

PENTHOUSE FLOOR 510 3′ – 0″ 7′ – 0″ FLUSH HM – 1 HM 4/A750 11/A752 10/A752 Y 05 1 510A 3′ – 0″ 7′ – 0″ FLUSH HM – 1 HM 4/A750 11/A752 10/A752 Y 05 1

1

1

5

6

6

6

6

No. Description Date

1 Review Comments 08/06/14 5 ASI #2 10/28/14 6 ASI #3 01/20/15

 

 

3′ –

2″ 5′

– 4″

2′ – 0″

SF2-01

8′ –

6″

4′ – 0″

SF2-02

GL-7 GL-7

101A

T T T

GL-1

7′ –

0″

F.V.

2′ – 7″6′ – 3″

6′ – 0″

GL-6

GL-1

10′ – 0″

EQ EQ EQ EQ EQ

T T T T T

12′ – 0″

EQ EQ EQ EQ EQ EQ

T T T T T T

FIRST FLOOR 0″

2′ – 0″

10 ‘ –

0 ”

2′ –

0″

T

SF1-01

NOTE: REFER TO ELEVATION FOR TINTED GLAZING LOCATIONS

SF1-02 SF1-03 SF1-04 SF1-05 SF1-06 SF1-07 SF1-08 SF1-09 SF1-10 SF1-11

GL-6 GL-6 GL-6 GL-6 GL-8 GL-6 GL-6 GL-8 GL-8 GL-8 GL-8 GL-8 GL-8 GL-8 GL-8GL-6 GL-6 GL-6 GL-6 GL-6 GL-6

8′ –

0″ 2′

– 0″

8′ – 0″ 6′ – 0″

EQEQEQEQ EQEQEQ

T T T T T T T

GL-6 GL-6 GL-6 GL-6 GL-6 GL-6 GL-6

SECOND FLOOR 16′ – 0″

GL-8 GL-8GL-7

5′ –

5″

6′ – 0″ 3′ – 0″

EQ EQ

2′ –

0″ 7′

– 6″

3′ – 0″ 3′ – 0″

2′ –

1″ 5′

– 5″

6′ – 0″ 3′ – 0″

EQ EQ

5′ –

5″

2′ –

1″ 5′

– 5″

3′ – 0″

EQ EQ

6′ – 0″

2′ –

1″ 5′

– 5″

GL-8

GL-8

T T T T T T T T T T

GL-8GL-8GL-8GL-8GL-8

GL-8

SF1-22 SF1-23 SF1-24 SF1-25 SF1-26 SF1-27

12′ – 0″

EQ EQ EQ EQ

GL-6

T

GL-6

T

GL-6

T

GL-6

T

SECOND FLOOR 16′ – 0″

7′ –

6″ 2′

– 0″

2′ – 0″

SF1-12 SF1-14 SF1-15 SF1-16 SF1-17 SF1-18 SF1-20 SF1-21SF1-19

GL-6

T

SF1-13

8′ – 0″

EQ EQ EQ EQ

8′ – 0″

EQ EQ EQ EQ

6′ –

0″ 2′

– 6″

2′ – 0″

GL-6

T

GL-6

T

GL-6

T

GL-6

T

GL-6

T

GL-6

T

GL-6

T

GL-6

T

GL-6

T

3′ – 0″ 6′ – 0″

EQ EQ

GL-6

T

GL-6

T

GL-6

T

7′ –

0″ 1′

– 6″

2′ – 0″

SF1-28 SF1-29 SF1-30 SF1-31 SF1-32

GL-6

T

SF1-33 SF1-34

1′ –

6″ 3′

– 6″

5′ – 1″

SF3-1 SF3-2

GL-1 GL-1

1

FIRST FLOOR 0″

3′ –

6″ 1′

– 6″

7′ – 1″

1

4′ – 0″

EQ EQ

T T

8′ – 0″

EQ EQ EQ EQ

T T T T

6′ – 0″

EQ EQ EQ

T T T

114A

7′ –

0″

3′ – 0″

T

GL-1

T T

7′ –

0″

6′ – 0″

GL-1 GL-1

114D

2′ – 0″

GL-7

T

GL-8

T

GL-8

EQ EQ

6′ – 0″

T

3′ – 0″

EQ EQ

6′ – 0″

EQ EQ EQ

9′ – 0″

GL-6

T

GL-6

T

GL-6

T

GL-6

T

GL-6

T

GL-6

T

EQ EQ EQ

9′ – 0″

GL-8

T

GL-8

T

GL-8

T

3′ – 0″

GL-8

T

EQ EQ EQ EQ

12′ – 0″

GL-8

T

GL-8

T

GL-8

T

GL-8

T

GL-6

T

GL-6

T

GL-6

T

GL-6

T

2′ – 0″ 2′ – 0″ 2′ – 0″ 2′ – 0″

8′ – 0″

7′ –

0″ 1′

– 6″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

6: 35

A M

A704

STOREFRONT SCHEDULE

MRDDWL

1400.0008/06/2014

ST U

D EN

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D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

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0 9.

60 0.

14 1)

11 00

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ea ve

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F la

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11

100% CD PHASE 2

1/4″ = 1′-0″ STOREFRONT SCHEDULE – SYSTEM 2

1/4″ = 1′-0″ STOREFRONT SCHEDULE – SYSTEM 1

1/4″ = 1’-0″ STOREFRONT SCHEDULE – SYSTEM 3

1

REQUIRED SAFETY GLAZING LOCATION (2009 IBC 2406.4)

2406.4 Hazardous locations. The following shall be considered specific hazardous locations requiring safety glazing materials:

4. Glazing in unframed swinging doors.

6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface. Exceptions: 1. Panels where there is an intervening wall or other permanent barrier between the door and glazing.

7. Glazing in an individual fixed or operable panel, other than in those locations described in preceding Items 6, which meets all of the following conditions: 7.1. Exposed area of an individual pane greater than 9 square feet (0.84 m2); 7.2. Exposed bottom edge less than 18 inches (457 mm) above the floor; 7.3. Exposed top edge greater than 36 inches (914 mm) above the floor; and 7.4. One or more walking surface(s) within 36 inches (914 mm) horizontally of the plane of the glazing. Exception: Safety glazing for Item 7 is not required for the following installations: 1. A protective bar 1.52 inches (38 mm) or more in height, capable of withstanding a horizontal load of 50 pounds plf (730 N/m) without contacting the glass, is installed on the accessible sides of the glazing 34 inches to 38 inches (864 mm to 965 mm) above the floor. 2. The outboard pane in insulating glass units or multiple glazing where the bottom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizontal) (0.78 rad) surface adjacent to the glass exterior.

8. Glazing in guards and railings, including structural baluster panels and nonstructural in-fill panels, regardless of area or height above a walking surface.

10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surface; when the exposed surface of the glass is less than 60 inches (1524 mm) above the plane of the adjacent walking surface.

11. Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 60 inches (1524 mm) above the nose of the tread. Exception: Safety glazing for Item 10 or 11 is not required for the following installations where: 1. The side of a stairway, landing or ramp which has a guard or handrail, including balusters or in-fill panels, complying with the provisions of Sections 1013 and 1607.7; and 2. The plane of the glass is greater than 18 inches (457 mm) from the railing.

No. Description Date

1 Review Comments 08/06/14

 

 

SECOND FLOOR 16′ – 0″

4 A250

GLASS DOOR WITH PATCH DOOR KITS SEE DOOR SCHEDULE FOR HARDWARE DOOR PULL

STEEL COLUMN

P9 A244

8′ –

0″

P9 A244

STEEL COLUMN

1 A250

7 1/2″ DOOR 7 EQUAL SPACES = 23′ – 0″ DOOR 1′ – 8″

CARD READERCARD READER

CARD READER

OPEN TO STUDY

10 A754

10 A754

10 A75410

A754

8 A754

13 A754

13 A754

8 A754

13 A754 4

A250

2 EQ. SPACEDOOR3 EQ. SPACEDOOR7″ DOOR DOOR 3 EQ. SPACE DOOR 3 EQ. SPACE

4′ –

0″

FILM ON GLASS ON CORRIDOR SIDE

FILM ON GLASS ON CORRIDOR SIDE

GL-3 (TYP) GL-3 (TYP) GL-3 (TYP)

16 A754 9

A754 9

A754

9 A754

9 A754

REFER TO STRUCTURAL DRAWINGS FOR STEEL FRAMING HEADERS AND POST IN WALLS TYP.

216A216 212 210 208 206 204

B1

2 EQ. SPACE 6′ – 5″

PANE

VERIFY W/DR FRAME 7′ – 0 3/4″

2 EQ. SPACE 7′ – 1 1/4″

20′ – 8″

7′ –

0″

9′ –

6″

8 A754

8 A754

13 A754

GL-3 (TYP)

FULL HEIGHT GLASS FILM DESIGN TBD

17 A754

17 A754

5

3′ –

6″

G LA

SS H

EI G

H T

10 ‘ –

0 ”

8 A754

13 A754

7 A754

A610 8

GL-3 (TYP)

ED G

E O

F G

LA SS

7′ –

8″

FULL HEIGHT GLASS FILM DESIGN TBD

HANDRAIL BRACKETS TYPICAL

HANDRAIL

STAIR PROFILE

EASE AND POLISHED EDGES TYPICAL

14 A754

14 A754

14 A754

14 A7543′

– 0″

HANDRAIL (OPPOSITE OF GLASS)

ST R

IN G

ER A

T LA

N D

IN G

7’ –

9″ –

BO TT

O M

O F

14 A754

G LA

SS H

EI G

H T

10 ‘ –

0 ”

A610 4

R AI

L H

EI G

H T

4′ –

8″ G

LA SS

4′ – 0″

4 2′-0″ DOOR 7″8 EQ. SPACES

8 A754

7 A754

13 A754

10 A754

10 A754

12 A754

GL-3 (TYP)

4′ –

0″

FILM ON GLASS ON CORRIDOR SIDE

302

10 A754

10 A754

8 A754

7 A754

13 A754

1′ – 7″ DOOR 3 EQ. SPACES

GL-3 (TYP)

4′ –

0″

FILM ON GLASS ON CORRIDOR SIDE

REFER TO STRUCTURAL DRAWINGS FOR STEEL FRAMING HEADERS AND POST IN WALLS TYP.

334

G LA

SS H

EI G

H T

8′ –

6″

2′ – 3″

8 A754

7 A754

11 A754

12 A754

4

7′ –

0″ G

LA SS

H EI

G H

T 8′

– 7″13

A754

7 A754

8 A754

10 A754

10 A754

DOOR 3 1/2″5 EQ. SPACES

GL-3 (TYP)

4′ –

0″ 3′

– 0″

FILM ON GLASS ON CORRIDOR SIDE

402

5

7′ –

0″

G LA

SS H

EI G

H T

8′ –

6″

8 A754

7 A754

13 A754

10 A754

10 A754

7″ DOOR 5 EQ. SPACES

GL-3 (TYP)

4′ –

0″ 3′

– 0″

FILM ON GLASS ON CORRIDOR SIDE

REFER TO STRUCTURAL DRAWINGS FOR STEEL FRAMING HEADERS AND POST IN WALLS TYP.

434

3′ –

0″

3′ –

6″

TO P

ED G

E O

F G

LA SS

7′ –

8″

GL-3 (TYP)

MAIN STAIR

A610 12

A610 11

FULL HEIGHT GLASS FILM DESIGN TBD

BENCH – SEE INTERIOR CASEWORK DETAILS8

A754

14 A754

15 A754

R AI

L H

EI G

H T

4′ –

8″ G

LA SS

TOP EDGE OF GLASS

GLASS CORNER

STAIR GLASS GUARD PANELS

A610 12

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

6: 44

A M

A705

GLASS WALL & DOOR SCHEDULE

MRDDWL

1400.0008/06/2014

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60 0.

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11

100% CD PHASE 2

1/4″ = 1′-0″

GLASS WALLS VIEW FROM CIRCULATION 200B SECOND FLOOR4

1/4″ = 1′-0″ GLASS WALL – MAIN LOBBY3 1/4″ = 1′-0″

GLASS WALL – MAIN LOBBY (STAIR)2

1/4″ = 1′-0″

GLASS WALL – CIRCULATION 300B THIRD FLOOR6 1/4″ = 1′-0″

GLASS WALL – CIRCULATION 300C THIRD FLOOR5SIMILAR AT CIRCULATION 300A SIMILAR AT CIRCULATION 300D

1/4″ = 1′-0″

GLASS WALL – CIRCULATION 400B FOURTH FLOOR8 1/4″ = 1′-0″

GLASS WALL – CIRCULATION 400C FOURTH FLOOR7SIMILAR AT CIRCULATION 400A SIMILAR AT CIRCULATION 400D

1/4″ = 1’-0″ GLASS WALL – UNDER STAIR1

1

1 1

1 1

1

1 1

1

REQUIRED SAFETY GLAZING LOCATION (2009 IBC 2406.4)

2406.4 Hazardous locations. The following shall be considered specific hazardous locations requiring safety glazing materials:

4. Glazing in unframed swinging doors.

6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface. Exceptions: 1. Panels where there is an intervening wall or other permanent barrier between the door and glazing.

7. Glazing in an individual fixed or operable panel, other than in those locations described in preceding Items 6, which meets all of the following conditions: 7.1. Exposed area of an individual pane greater than 9 square feet (0.84 m2); 7.2. Exposed bottom edge less than 18 inches (457 mm) above the floor; 7.3. Exposed top edge greater than 36 inches (914 mm) above the floor; and 7.4. One or more walking surface(s) within 36 inches (914 mm) horizontally of the plane of the glazing. Exception: Safety glazing for Item 7 is not required for the following installations: 1. A protective bar 1.52 inches (38 mm) or more in height, capable of withstanding a horizontal load of 50 pounds plf (730 N/m) without contacting the glass, is installed on the accessible sides of the glazing 34 inches to 38 inches (864 mm to 965 mm) above the floor. 2. The outboard pane in insulating glass units or multiple glazing where the bottom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizontal) (0.78 rad) surface adjacent to the glass exterior.

8. Glazing in guards and railings, including structural baluster panels and nonstructural in-fill panels, regardless of area or height above a walking surface.

10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surface; when the exposed surface of the glass is less than 60 inches (1524 mm) above the plane of the adjacent walking surface.

11. Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 60 inches (1524 mm) above the nose of the tread. Exception: Safety glazing for Item 10 or 11 is not required for the following installations where: 1. The side of a stairway, landing or ramp which has a guard or handrail, including balusters or in-fill panels, complying with the provisions of Sections 1013 and 1607.7; and 2. The plane of the glass is greater than 18 inches (457 mm) from the railing.

No. Description Date

1 Review Comments 08/06/14

 

 

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

37 :2

0 PM

A706

HARDWARE SCHEDULE

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

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S ER

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(# 0

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0. 14

1) 11

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t., F

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ta ff

AZ 8

60 11

100% CD PHASE 2

NEW SHEET 1

6

6

6 6

6

6

6

6

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

37 :2

2 PM

A707

HARDWARE SCHEDULE

MRDDWL

1400.0008/06/2014

ST U

D EN

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S ER

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1) 11

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AZ 8

60 11

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NEW SHEET 1

6

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

37 :2

3 PM

A708

HARDWARE SCHEDULE

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

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S ER

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0. 14

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ta ff

AZ 8

60 11

100% CD PHASE 2

NEW SHEET

1

NOTE: AT FIRE RATED DOORS PROVIDE SMOKE SEAL 5050B

4

NOTE: HW SET 13A PROVIDE: 1 EA SURFACE CLOSER 4040XP EDA TBWMS

4

6

6

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

4′ CMU BLOCK VENEER WITH METAL WALL TIES ON 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING SEE STRUCTURAL DRAWING FOR HEADER DETAILS

DOOR – SEE SCHEDULE

HM FRAME PACKED WITH INSULATION

SEALANT WITH BACKER ROD

STEEL PLATE – PAINTED

NOTCH BLOCK TO FIT PLATE

2 A750

1″ AIR SPACE

PACK INSULATION INSIDE TUBE

4″ CMU BLOCK ON METAL TIES ON 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

DOOR – SEE SCHEDULE

HM FRAME PACKED WITH INSULATION

SEALANT WITH BACKER ROD

2″ CMU AT JAMBS

METAL MODULAR PANEL ON VERTICAL GULLWING ON CONT. HORIZONTAL SUBGIRT BAR ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

PREFINISHED 18 GA. METAL CONT. ‘Z’ CLOSURE TRIM

METAL LOUVER WITH INSECT SCREEN

DOUBLE STUDS AT JAMBS

APPLY SEALANTS BETWEEN LOUVER FRAME AND PANEL AT PERIMETER

4″ CMU BLOCK VENEER WITH METAL WALL TIES ON 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE STRUCTURAL DRAWINGS FOR HEADER DETAILS

ALUMINUM STOREFRONT DOOR AND THERMAL-BARRIER ALUMINUM FRAME. SEE DOOR SCHEDULE

SEALANT WITH BACKER ROD SHIM AND WOOD SPACER BLOCK

PACK INSULATION INSIDE TUBE

STEEL PLATE – PAINTED

NOTCH BLOCK TO FIT PLATE

1″ AIR SPACE

8 A750

4″ CMU BLOCK VENEER WITH METAL WALL TIES ON 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

ALUMINUM STOREFRONT DOOR. SEE DOOR SCHEDULE

SHIM, SEALANT WITH BACKER ROD

ALUMINUM THERMAL-BARRIER STOREFRONT FRAME

2″ CMU FILLER BLOCK AT JAMBS

ALUMINUM STOREFRONT DOOR FRAME WITH 1″ INSULATED GLAZINGS

WEATHERSTIPPING

FLOOR FINISH – SEE SCHEDULE

DOOR THRESHOLD APPLY BED OF SEALANTS AND SECURED TO CONCRETE.

EXPANSION JOINT WITH SEALANT. REFER TO PLAN WHERE OCCURS

CONCRETE SLAB

EXTERIOR

HOLLOW METAL INSULATED DOOR REFER TO DOOR SCHEDIULE

REFER TO DOOR SCHEDULE FOR WEATHERSTRIP AND DOOR BOTTOM

FRAME WIDTH

VA R

IE S

8″ THRESHOLD

EDGE OF NIMP

PREFINISHED METAL INFILLED PANEL MATCH NIMP COLOR AT JAMB AND HEAD

DOOR – SEE SCHEDULE18 GA. GALV. SHEET METAL

2 X BLOCKS & STUDS AT DOOR OPENING

SINGLE-PLY ROOM MEMBRANE ON 1/2″ PROTECTION BOARD ON RIGID INSULATION ON METAL ROOF DECK. SLOPE ROOF TOWARD DRAIN. SEE ROOF PLAN

2 X AND 5/8″ PLYWOOD CONTINUOUS

WEATHERSTRIP WIDE METAL SADDLE THRESHOLD

STRUCTURAL STEEL BEAM WITH FIREPROOFING. REFER TO STRUCTURAL DRAWINGS FOR SIZE, LOCATION AND DETAILS

WALL BEYOND

STAIR LANDING

1′ –

0″ M

IN .

4

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

08 :1

7 PM

A750

EXTERIOR OPENINGS DETAILS

MRDDWL

1400.0008/06/2014

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3″ = 1′-0″ DOOR HEAD – CMU1

3″ = 1′-0″ DOOR JAMB – CMU2 3″ = 1′-0″

LOUVER JAMB – ACM12

3″ = 1′-0″ STOREFRONT ENTRANCE HEAD7

3″ = 1′-0″ STOREFRONT ENTRANCE JAMB8

3″ = 1′-0″ MEETING STILES9

3″ = 1′-0″ HM DOOR AND THRESHOLD10

1

3″ = 1′-0″ PENTHOUSE THRESHOLD6

1

1

1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

ALUMINUM THERMAL-BARRIER STOREFRONT FRAME WITH 1″ INSULATED GLAZINGS

SEALANT WITH BACKER ROD

SHIM AND WOOD SPACER BLOCK

2″

4″ CMU BLOCK VENEER WITH METAL WALL TIES ON 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE STRUCTURAL DRAWINGS FOR HEADER DETAILS

PACK INSULATION INSIDE TUBE

NOTCH BLOCK TO FIT PLATE

1″ AIR SPACE

STEEL PLATE – PAINTED

4″ CMU BLOCK VENEER WITH METAL WALL TIES ON 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

ALUMINUM THERMAL-BARRIER STOREFRONT FRAME WITH 1″ INSULATED GLAZINGS

FIBER CEMENT SILL PANEL, SLOPE MIN. 1/4″ PER FOOT

SHIM, SEALANT WITH BACKER ROD

2″

1″ AIR SPACE

4″ CMU BLOCK VENEER WITH METAL WALL TIES ON 2″ RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

18 GA PREFINISHED METAL SILL SHELF CAP FLASHING WITH DRIP EDGE

ALUMINUM THERMAL-BARRIER STOREFRONT FRAME WITH RETAINER AND 1″ INSULATED GLAZINGS

SHIM, SEALANT WITH BACKER ROD

2″

12 GA. X 4″ WIDE CLEATS WITH (2) METAL SCREWS SPACED AT 12″ O.C.

1″ AIR SPACE

ALUMINUM THERMAL-BARRIER STOREFRONT FRAME WITH 1″ INSULATED GLAZING

CEILING LINE

DOUBLE SHADES WITH BLACK-OUT SIDE CHANNEL. SEE PLAN FOR SHADE MODELS ELECTRIC AND MANUAL OPERATION

5/8″ EXTERIOR GRADE GYPSUM BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ GLASS MAT GYPSUM BOARD SHEATHING ON SOFFIT FRAMING

3-5/8″ X 16 GA. METAL SOFFIT FRAMING AT 16″ O.C.

STRUCTURAL HEADER ABOVE SHADE

HANG WALL FROM HEADER

SHADE MOUNTED TO WALL HUNG FROM DECK

5 A751

1/ 4″

SOLAR SHADECLOTH DOUBLE SHADE SIDE CHANNEL

BLACKOUT SHADECLOTH PAINTED METAL SILL

FE1 WOOD PANEL SEE SHEET A819

ALUMINUM THERMAL-BARRIER STOREFRONT FRAME WITH 1″ INSULATED GLAZINGS

5/8″ GYP. BD.

1/4″

SOLAR SHADECLOTH

DOUBLE SHADE SIDE CHANNEL BLACKOUT SHADECLOTH

PAINTED METAL SILL

FE1 WOOD PANEL SEE SHEET A819 5/8″ GYP. BD.

3/ 4″

2 1/2″

GYP. BD.

FE1 WOOD PANEL SEE SHEET A819

METAL REVEAL

1/ 2″

BASE PER FINISH SCHEDULE SEE SHEET A801. ALIGN W/ FACE OF WOOD PANEL

FLOOR FINISH PER SCHEDULE SEE SHEET A801

SHIM AND WOOD SPACER BLOCK

ALUMINUM THERMAL-BARRIER STOREFRONT FRAME WITH 1″ INSULATED GLAZING

CEILING LINE

5/8″ EXTERIOR GRADE GYPSUM BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ GLASS MAT GYPSUM BOARD SHEATHING ON SOFFIT FRAMING

3-5/8″ X 16 GA. METAL SOFFIT FRAMING AT 16″ O.C.

STRUCTURAL HEADER ABOVE SHADE

SHADE MOUNTED TO WALL HUNG FROM DECK

2″

ROLL SHADE MOUNTED IN POCKET

SECOND FLOOR 16′ – 0″

6″

FINISH FLOOR

ACOUSTICAL SEALANT TO PERIMETER RADIATOR PER MECHANICAL CORNER BEAD

PACK TIGHT WITH SOUND INSULATION

CORRIDORCLASSROOM

SEE WALL TYPE P2 SHEET A242 FOR STC REQUIREMENTS

3-5/8″ STUD WALL. FLUSH BOTH SIDES WITH ADJACENT WALL SURFACE; FURRING AS REQUIRED

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

37 :3

1 PM

A751

EXTERIOR OPENINGS DETAILS

MRDDWL

1400.0008/06/2014

ST U

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S ER

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ES BU

IL D

IN G

(# 0

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0. 14

1) 11

00 S

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AZ 8

60 11

100% CD PHASE 2

3″ = 1′-0″ STOREFRONT HEAD – CMU10

3″ = 1′-0″ STOREFRONT JAMB – CMU11

3″ = 1′-0″ STOREFRONT SILL – CMU12

3″ = 1′-0″ STOREFRONT HEAD – CMU (AUDITORIUM SHADES)7

1

3″ = 1′-0″ STOREFRONT JAMB CMU (SHADES)6

3″ = 1′-0″ STOREFRONT SILL CMU (SHADES)5 3″ = 1′-0″

TYP. WOOD PANELING BASE BOARD DETAIL4

6

6 6

3″ = 1′-0″ STOREFRONT HEAD – CMU SHADES)2

6

6

3″ = 1′-0″ RECESSED BASEBOARD HEATER DETAIL1

6

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

COMPOSITE METAL PANEL (ACM) ON 2″ X 18 GA. GALV. METAL Z-FURRING WITH 2″ (MIN. R-10) RIGID INSULATION ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

11 1/2″

4 1/

4″

16 GA. HEADER STUDS, (2) 4″ STUDS ON 3-5/8″ TRACKS TOP AND BOTTOM. PACK BATT INSULATION

CLOSED-CELL NEOPRENE

18 GA. GALV. METAL CHANNEL FURRING

ALUMINUM STOREFRONT THERMAL-BARRIER FRAME WITH OPERABALE WINDOW AND 1″ INSULATED GLAZING ON HEADER DEFLECTION FRAME

EXTEND MEMBRANE BEYOND INTERIOR WALL UNDER SHIM

CONTINUOUS DOUBLE SEALANT WITH BACKER ROD2″

BLINDS AS NOTED ON PLANS

COMPOSITE METAL PANEL (ACM) ON 2″ X 18 GA. GALV. METAL Z-FURRING WITH 2″ (MIN. R-10) RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

4 1/

4″

16 GA. HEADER STUDS, (2) 4″ STUDS ON 3-5/8″ TRACKS TOP AND BOTTOM. PACK BATT INSULATION

CLOSED-CELL NEOPRENE

18 GA. GALV. METAL CHANNEL FURRING

ALUMINUM STOREFRONT THERMAL-BARRIER FRAME WITH OPERABLE WINDOW AND 1″ INSULATED GLAZING EXTEND MEMBRANE BEYOND INTERIOR WALL UNDER SHIM CONTINUOUS DOUBLE SEALANT WITH BACKER ROD

2″

11 1/2″

COMPOSITE METAL PANEL (ACM) ON 2″ X 18 GA. GALV. METAL Z-FURRING WITH 2″ (MIN. R-10) RIGID INSULATION ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

11 1/2″

4 1/

4″

16 GA. HEADER STUDS, (2) 4″ STUDS ON 3-5/8″ TRACKS TOP AND BOTTOM. PACK BATT INSULATION

CLOSED-CELL NEOPRENE

18 GA. GALV. METAL CHANNEL FURRING

ALUMINUM STOREFRONT THERMAL-BARRIER FRAME WITH OPERABALE WINDOW AND 1″ INSULATED GLAZING ON HEADER DEFLECTION FRAME

EXTEND MEMBRANE BEYOND INTERIOR WALL UNDER SHIM

CONTINUOUS DOUBLE SEALANT WITH BACKER ROD

2″

SLOPE SILL 1/4″ / FT

EXTEND MEMBRANE BEYOND INTERIOR WALL UNDER SHIM

SEALANT WITH BACKER ROD

COMPOSITE METAL PANEL (ACM) ON 2″ X 18 GA. GALV. METAL Z-FURRING ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

DOOR – SEE SCEDULE

HM FRAME PACKED WITH INSULATION

1/ 2″

11 1/2″

4 1/

4″ 16 GA. HEADER STUDS, (2) 4″ STUDS ON 3-5/8″ TRACKS TOP AND BOTTOM. PACK BATT INSULATION

CLOSED-CELL NEOPRENE

18 GA. GALV. METAL CHANNEL FURRING

EXTEND MEMBRANE BEYOND INTERIOR WALL UNDER SHIM

SEALANT WITH BACKER ROD

COMPOSITE METAL PANEL (ACM) ON 2″ X 18 GA. GALV. METAL Z-FURRING ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

DOOR – SEE SCEDULE

HM FRAME PACKED WITH INSULATION

1/ 2″

11 1/2″

4 1/

4″ 16 GA. HEADER STUDS, (2) 4″ STUDS ON 3-5/8″ TRACKS TOP AND BOTTOM. PACK BATT INSULATION

CLOSED-CELL NEOPRENE

18 GA. GALV. METAL CHANNEL FURRING

COMPOSITE METAL PANEL (ACM) ON 2″ X 18 GA. GALV. METAL Z-FURRING ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

11 1/2″

4 1/

4″

18 GA. GALV. METAL CHANNEL FURRING

ALUMINUM STOREFRONT THERMAL-BARRIER FRAME WITH 1″ INSULATED GLAZING BACK PLANE ON HEADER DEFLECTION CHANNEL FRAME

EXTEND MEMBRANE BEYOND INTERIOR WALL UNDER SHIM

CONTINUOUS DOUBLE SEALANT WITH BACKER ROD

16 GA. X 3-1/2″ X 2-1/2″ SILL ANGLE, SCREW-ATTACHED TO STUDS AND SILL FRAME

2″

CEILING LINE

COMPOSITE METAL PANEL (ACM) ON 2″ X 18 GA. GALV. METAL Z-FURRING WITH 2″ (MIN. R-10) RIGID INSULATION BOARD ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

4 1/

4″

16 GA. HEADER STUDS, (2) 4″ STUDS ON 3-5/8″ TRACKS TOP AND BOTTOM. PACK BATT INSULATION

CLOSED-CELL NEOPRENE

18 GA. GALV. METAL CHANNEL FURRING

EXTEND MEMBRANE BEYOND INTERIOR WALL UNDER SHIM CONTINUOUS DOUBLE SEALANT WITH BACKER ROD

11 1/2″

ALUMINUM STOREFRONT THERMAL-BARRIER FRAME WITH 1″ INSULATED GLAZING BACK PLANE2″

COMPOSITE METAL PANEL (ACM) ON 2″ X 18 GA. GALV. METAL Z-FURRING WITH 2″ (MIN. R-10) RIGID INSULATION ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

11 1/2″

4 1/

4″

16 GA. HEADER STUDS, (2) 4″ STUDS ON 3-5/8″ TRACKS TOP AND BOTTOM. PACK BATT INSULATION

CLOSED-CELL NEOPRENE

18 GA. GALV. METAL CHANNEL FURRING

EXTEND MEMBRANE BEYOND INTERIOR WALL UNDER SHIM CONTINUOUS DOUBLE SEALANT WITH BACKER ROD

SLOPE SILL 1/4″ / FT

ALUMINUM STOREFRONT THERMAL-BARRIER FRAME WITH 1″ INSULATED GLAZING ON SILL RECLINER

2″

COMPOSITE METAL PANEL (ACM) ON 2″ X 18 GA. GALV. METAL Z-FURRING WITH 2″ (MIN. R-10) RIGID INSULATION ON MOISTURE BARRIER MEMBRANE ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD ON 6″ X 16 GA. METAL STUDS

R-19 (MIN. 6″) BATT INSULATION

11 1/2″

4 1/

4″

16 GA. HEADER STUDS, (2) 4″ STUDS ON 3-5/8″ TRACKS TOP AND BOTTOM. PACK BATT INSULATION

CLOSED-CELL NEOPRENE

18 GA. GALV. METAL CHANNEL FURRING

ALUMINUM STOREFRONT THERMAL-BARRIER FRAME WITH 1″ INSULATED GLAZING ON HEADER DEFLECTION FRAME

EXTEND MEMBRANE BEYOND INTERIOR WALL UNDER SHIM

CONTINUOUS DOUBLE SEALANT WITH BACKER ROD

BLINDS AS NOTED ON PLANS

2″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

7: 22

A M

A752

EXTERIOR OPENINGS DETAILS

CheckerAuthor

1400.0008/06/2014

ST U

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60 0.

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ea ve

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ff AZ

8 60

11

100% CD PHASE 2

3″ = 1′-0″ CASEMENT HEAD – ACM4

3″ = 1′-0″ CASEMENT JAMB – ACM5

3″ = 1′-0″ CASEMENT SILL – ACM6

3″ = 1′-0″ DOOR HEAD – ACM10

3″ = 1′-0″ DOOR JAMB – ACM11

NEW SHEET

1

3″ = 1′-0″ STOREFRONT HEAD – ACM (SHADES)1

3″ = 1′-0″ STOREFRONT JAMB – ACM2

3″ = 1′-0″ STOREFRONT SILL – ACM3

3″ = 1′-0″ STOREFRONT HEADER – ACM8

No. Description Date

1 Review Comments 08/06/14

 

 

METAL GRILLE

BOTTOM BAR WITH BEVELED ENDS

METAL GUIDE SECURED TO POST

HSS 3″ X 3″ X 3/16″ JAMB POST

(2) STEEL ANGLE 3″ WIDE X 3″ X 4″ HIGH X 3/8″ WELDED TO FACE OF HSS POST AND ANCHORED TO FLOOR WITH (1) 1/2″ EXP. BOLTS EACH LEG

METAL EDGE WITH PLATE

REFER TO FLOOR PLANS FOR WALL TYPE

METAL EDGE WITH PLATE

20GA. X CONT. FILLER STUD

METAL GRILLE

BOTTOM BAR WITH BEVELED ENDS

METAL GUIDE SECURED TO POST

HSS 3″ X 3″ X 3/16″ JAMB POST STEEL ANGLE 3″ WIDE X 4″ X 4″ HIGH X 3/8″ WELDED TO FACE OF HSS POST AND ANCHORED TO FLOOR WITH (2) 1/2″ EXP. BOLTS.

METAL EDGE WITH PLATE

REFER TO FLOOR PLANS FOR WALL TYPE

METAL EDGE WITH PLATE

3″1 1/

2″

3 13/16″

SHIM

SECOND FLOOR 16′ – 0″

15 A753

MOTOR AND HOOD

SLOT IN CEILING MATCH WIDTH OF BOTTOM BAR

SECURITY METAL GRILLES IN CLOSED POSTITION

GUIDE TRACK IN WALL

METAL WALL PROTECTION PLATE, 2″ WIDE EACH SIDE OF TRACK TO PREVENT DAMAGES ON WALL SURFACE FROM BOTTOM BAR DURING OPERATIONS OF OPEN AND CLOSING OF SECURITY GRILLES

TURNSTILES

16 A753

SECOND FLOOR 16′ – 0″

18 A753

MOTOR AND HOOD

HSS 3″ X 3″ POST IN WALL

SECURITY METAL GRILLES SUBMIT SHOP DRAWINGS FOR ARCHITECTS’ REVIEW OF GRILLES TYPES AND PATTERNS

TURNSTILES BEYOND

METAL GUIDE IN FLUSHED IN WALL

13 A753

16 A753

CEILING

FILL FRAME WITH BATT INSULATION WHERE REQUIRED

SOUND INSULATION WHERE REQUIRED- SEE WALL TYPES

DOOR – SEE SCHED.

GYPSUM BD. (SEE WALL TYPE)

20 GA. HEAD TRACK

INSERT GYPSUM BOARD 1/2″ MIN – JAMB TYPICAL (REQ’D AT FIRE RATED ASSEMBLIES)

HOLLOW METAL FRAME

DOUBLE HEADER STUDS

SOUND INSULATION WHERE REQUIRED- SEE WALL TYPES

FACE OF STUD @ INTERSECTING WALL (WHERE APPLICABLE)

PROVIDE BOX AT ALL DOOR STRIKES

GYPSUM BD. (SEE WALL TYPE)

20 GA. JAMB DOUBLE STUD

CONCEALED ANCHOR: 8′-0″ HIGH DOORS – 4 ANCHORS PER JAMB LESS THAN 8′-0″ H. DOOR 3 ANCHORS PER JAMB

SEE WALL TYPES

FILL FRAME WITH BATT INSULATION- WHERE REQUIRED

SOUND INSULATION WHERE REQUIRED- SEE WALL TYPES

DOOR – SEE SCHED.

GYPSUM BD. (SEE WALL TYPE)

20 GA. HEAD TRACK

INSERT GYPSUM BOARD 1/2″ MIN – JAMB TYPICAL

HOLLOW METAL FRAME

DOUBLE HEADER STUDS

SOUND INSULATION WHERE REQUIRED- SEE WALL TYPES

SEE WALL TYPES

FACE OF STUD AT INTERSECTING WALL (WHERE APPLICABLE)

PROVIDE BOX AT ALL DOOR STRIKES

GYPSUM BD. (SEE WALL TYPE)

20 GA. JAMB DOUBLE STUDS

CONCEALED ANCHOR: 8′-0″ HIGH DOORS – 4 ANCHORS PER JAMB LESS THAN 8′-0″ H. DOOR 3 ANCHORS PER JAMB

SOUND INSULATION WHERE REQUIRED- SEE WALL TYPES

DOOR – SEE SCHED.

MOISTURE- RESISTANT GYPSUM BOARD.

20 GA. HEAD TRACK INSERT GYPSUM BD 1/2″ MIN – JAMB TYPICAL

HOLLOW METAL FRAME

5/8″ GYPSUM BOARD SEE PLAN FOR WALL TYPES

TILE (WHERE OCCURS)

HEADER STUDS 1/2″

FACE OF STUD AT INTERSECTING WALL (WHERE APPLICABLE)

PROVIDE BOX AT ALL DOOR STRIKES

CONCEALED ANCHOR: 8′-0″ HIGH DOORS – 4 ANCHORS PER JAMB LESS THAN 8′-0″ H. DOOR 3 ANCHORS PER JAMB

SOUND INSULATION WHERE REQUIRED- SEE WALL TYPES

DOOR – SEE SCHED.

MOISTURE- RESISTANT GYPSUM BOARD. 20 GA. JAMB STUDS

HOLLOW METAL FRAME

5/8″ GYPSUM BOARD SEE PLAN FOR WALL TYPES

TILE (WHERE OCCURS)

1/2″

4″

SEE WALL TYPES

GYPSUM BOARD EACH SIDE. SEE SCHEDULE FOR ADDITIONAL FINISHES METAL HEADER STUDS AND TRACK.

INSERT GYPSUM BOARD MIN. 1/2″ INTO JAMBS

SOUND INSULATION

HOLLOW METAL FRAME WITH GLASS STOP. SEE SCHEDULE

GLASS – SEE ELEVATION ROOM / OFFICE

METAL DOUBLE JAMB STUDS. SEE PLAN

GYPSUM BOARD EACH SIDE. SEE SCHEDULE FOR ADDITIONAL FINISHES

CONCEALED ANCHOR; 8′ – 0″ HIGH DOORS, – 4 ANCHOR PER JAMB. LESS THAN 8′-0″ HIGH, – 3 ANCHORS PER JAMB.

SOUND INSULATION FACE OF STUD AT INTERSECTING WALL (WHERE APPLICABLE)

GLASS – SEE ELEVATION

HOLLOW METAL FRAME WITH GLASS STOP. SEE SCHEDULE

ROOM / OFFICE

M IN

.

4″

WALL TYPES SEE PLAN FOR

2″ 3/4″

DOOR – SEE SCHEDULE

GLASS – SEE ELEVATION

PROVIDE BOX AT ALL DOOR STRIKES

HOLLOW METAL FRAME WITH BATT INSULATION WHERE REQUIRED

ROOM / OFFICE

2″ 3/4″ GLASS – SEE ELEVATION

HOLLOW METAL FRAME WITH BATT INSULATION WHERE REQUIRED

ROOM / OFFICE

GLASS – SEE ELEVATION

2″ 5/

8″ 5/

8″

SOUND INSULATION WHERE REQUIRED- SEE WALL TYPES

DOOR – SEE SCHED.

5/8″ GYPSUM BOARD.

20 GA. HEAD TRACK

HOLLOW METAL FRAME

5/8″ GYPSUM BOARD SEE PLAN FOR WALL TYPES HEADER STUDS

SOUND INSULATION PACKED INSIDE FRAME WHERE REQUIRED

FACE OF STUD AT INTERSECTING WALL (WHERE APPLICABLE)

PROVIDE BOX AT ALL DOOR STRIKES

CONCEALED ANCHOR: 8′-0″ HIGH DOORS – 4 ANCHORS PER JAMB LESS THAN 8′-0″ H. DOOR 3 ANCHORS PER JAMB

SOUND INSULATION WHERE REQUIRED- SEE WALL TYPES

DOOR – SEE SCHED.

5/8″ GYPSUM BOARD

20 GA. JAMB STUDS

HOLLOW METAL FRAME

5/8″ GYPSUM BOARD SEE PLAN FOR WALL TYPES

4″

ROOM / OFFICE

2″ 3/4″ GLASS – SEE ELEVATION

FLOOR

BRACKET

HOLLOW METAL FRAME

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :3

7: 30

A M

A753

INTERIOR DOOR DETAILS

MRDDWL

1400.0008/06/2014

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60 0.

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8 60

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100% CD PHASE 2

3″ = 1′-0″ GRILLE WALL JAMB16 3″ = 1′-0″

GRILLE END JAMB13

1/2″ = 1′-0″ ROLLING GRILLE SECTION18 1/2″ = 1′-0″

ROLLING GRILLE ELEVATION15

3″ = 1′-0″ DOOR HEAD AT RATED WALL1

3″ = 1′-0″ DOOR JAMB AT RATED WALL2

3″ = 1′-0″ DOOR HEAD AT GYPSUM BOARD WALL3

3″ = 1′-0″ DOOR JAMB AT GYPSUM BOARD WALL4

3″ = 1′-0″ DOOR HEAD AT TILE WALL5

3″ = 1′-0″ DOOR JAMB AT TILE WALL6

3″ = 1′-0″ SIDELITE HEAD AT GYP. BD. WALL7

3″ = 1′-0″ SIDELITE JAMB AT GYP. BD. WALL8

3″ = 1′-0″ DOOR-GLASS JAMB11

3″ = 1′-0″ GLASS MULLIONS12

3″ = 1′-0″ DOOR HEAD AT 6-INCH WALL9

3″ = 1′-0″ DOOR JAMB AT 6-INCH WALL10

3″ = 1′-0″ SIDELITE SILL AT FLOOR14

1

No. Description Date

1 Review Comments 08/06/14

 

 

1/2″ TEMPERED GLASS

SEE PLAN FOR WALL TYPES

STUD AT WALL END

CIRCULATION

ROOM

FULL HEIGHT METAL CORNER BEAD

1/2″ CLEAR SEALANT

HEADER WALL ABOVE

METAL SHOE BELOW

HSS COLUMN – PER STRUCTURAL

EQ .

1/2″

1/2″ TEMPERED GLASS

METAL SHOE BELOW

CLEAR SEALANT

1/2″ TEMPERED GLASS RECESSED METAL SHOE FLUSH W/ FINISH FLOOR SEE ROOM FINISH SCHEDULE FOR FLOOR MATERIAL

C IR

C U

LA TI

O N

RO O

M

1 1/4″ MAX.

EQ. EQ.

SEE PLAN FOR WALL TYPES

(2) 2-1/2″ CONT. HEADER SPACE STUDS

20 GA. X CONTINUOUS U-SLOTTED

1/2″ TEMPERED GLASS INSERT IN SLOTTED

SEE REFLECTED CEILING PLANS

CONT. METAL CORNER BEAD

C IR

C U

LA TI

O N

RO O

M

HEADER BEAM – REFER TO STRUCTURAL FOR DETAILS

C IR

C U

LA TI

O N

RO O

M

1/4″ CENTER GLAZE

ALUMINUM FRAME

SHIM CORNER BEAD

SEE FLOOR PLANS FOR WALL TYPES

AG LI

N E

C IR

C U

LA TI

O N

RO O

M

1/4″ CENTER GLAZE

ALUMINUM FRAME

SHIM CORNER BEAD

SEE FLOOR PLANS FOR WALL TYPES

AG LI

N E

C IR

C U

LA TI

O N

RO O

M

1/4″ CENTER GLAZE

ALUMINUM FRAME

SHIM CORNER BEAD

SEE FLOOR PLANS FOR WALL TYPES

AG LI

N E

METAL SHOE BELOW

CLEAR SEALANT

MITERED JOINT

1/2″ TEMPERED GLASS

METAL SHOE BELOW

MITERED JOINT

CLEAR SEALANT

1/2″ TEMPERED GLASS

1/2″

1/2″ TEMPERED GLASS

METAL SHOE BELOW

NO SEALANT OPEN GAP

NO SEALANT OPEN GAP

1/2″ TEMPERED GLASS

METAL SHOE BELOW

MITERED JOINT

1/ 2″

EQ. EQ.

(2) 2-1/2″ CONT. HEADER SPACE STUDS

20 GA. X CONTINUOUS U-SLOTTED

1/2″ TEMPERED GLASS INSERT IN SLOTTED

SEE REFLECTED CEILING PLANS

CONT. METAL CORNER BEAD

C IR

C U

LA TI

O N

RO O

M

SEE REFLECTED CEILING PLANS

SEE PLAN FOR WALL TYPES

CEILING LINE SEE REFLECTED CEILING PLAN

CEILING LINE SEE REFLECTED CEILING PLAN

2′ –

0 ” M

AX .

PE R

S TR

U C

TU R

AL D

ET AI

LS EXTEND 6″ STUDS TO BOTTOM OF FLOOR OR ROOF METAL DECKS ABOVE

SOUND BATT INSULATION

STUD BRACINGS. REFER TO STRUCTURAL FOR SIZE AND DETAILS

WIRE MESH ON BOTH SIDES OF STUDS

RISER STUDS WITH ONE LIP BENT TO FIT HEADER BEAM

STUD TRACK SECURED TO STRUCTURAL HEADER BEAM

REFER TO STRUCTURAL FOR LOCATION, SIZE AND DETAILS FOR HEADER BEAM

1

1

CLEAR SEALANT

1/2″ TEMPERED GLASS

SEE PLAN FOR WALL TYPES

FULL HEIGHT METAL CORNER BEADCIRCULATION

ROOM ROOM

METAL SHOE BELOW1/2″ 1/2″

REFER TO STRUCTURAL WHERE HSS COLUMN OCCURS

EQ .

(2) 2-1/2″ CONT. HEADER SPACE STUDS

20 GA. X CONTINUOUS U-SLOTTED

1/2″ TEMPERED GLASS INSERT IN SLOTTED

SEE REFLECTED CEILING PLANS

C IR

C U

LA TI

O N

RO O

M

HEADER BEAM – REFER TO STRUCTURAL FOR DETAILS

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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/2 01

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A754

INTERIOR STOREFRONT & GLASS WALL DETAILS

MRDDWL

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3″ = 1′-0″ GLASS AT WALL END10

6″ = 1′-0″ GLASS TO GLASS BUTT13

3″ = 1′-0″ GLASS WALL – SILL8

3″ = 1′-0″ GLASS WALL AT WALL HEADER7

3″ = 1′-0″ INTERIOR STOREFRONT – HEAD2

3″ = 1′-0″ INTERIOR STOREFRONT – JAMB1

3″ = 1′-0″ INTERIOR STOREFRONT – SILL3

6″ = 1′-0″ GLASS TO GLASS WALL JOINT12

6″ = 1′-0″ GLASS TO GLASS JOINT11

6″ = 1′-0″ OPEN GAP GLASS BUTT14

6″ = 1′-0″ OPEN GLASS JOINT15

3″ = 1′-0″ GLASS WALL AT HEADER16

1

3″ = 1′-0″ GLASS TO GLASS AT WALL9

1

1

1

3″ = 1′-0″ GLASS WALL AT FLUSH GWB CEILING17

1

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

 

 

F

J

F

VE ST

IB U

LE

IN TE

R IO

R

EMERGENCY BREAKOUT

FI XE

D P

AN EL

SL ID

ER /

SW IN

G

P

A N

EL

A755 10

6

A755 8

A755 12

C EN

TE R

ED IN

O PE

N IN

G

9′ –

0″ P

AC KA

G E

W ID

TH

6

9′ –

0 1/

2″ R

O U

G H

O PE

N IN

G

A756 6 TYP.

A756 6 TYP.

6

EMERGENCY BREAKOUT

SLIDER / SWING PANEL

SLIDER / SWING PANEL

SWING PANEL

INTERIOR

VESTIBULE

A755 10 A756

6 TYP.

6

14′ – 0″ PACKAGE WIDTH

14′ – 0 1/2″ ROUGH OPENING

SWING PANEL

7 1/

2″ 7′

– 0″ 1 3/

4″

3/ 4″

6 3/

4″

3/ 4″

MOTOR OPERATED

FIXED (SWING) PANEL

SLIDER (SWING) PANEL

1/4″ TEMPERED GLAZINGS

EXTERIORINTERIOR

SERVICE ACCESS COVER

SLIDER TRACK

SHIM

METAL J-MOLDING

SEE PLAN FOR WALL TYPE

MOTION SENSOR ACTIVATION

A755 6

A755 7

A756 5

6

ACTIVATION SENSOR

AUTOMATIC DOOR OPERATOR AND HOUSING,FRAMES, DOORS, SWING PANELS WITH VERTICAL AND HORIZONTAL WEATHERSTRIP, EMERGENCY BREAKAWAY, 2-POINT LOCKING, CONCEALED CONTROL PANEL (OFF, AUTO, HOLD-OPEN, REDUCED OPENING, EXIT ONLY ACTTVATION)

ALUMINUM FRAMES

1/4″ TEMPERED GLASS PANELS

MOTO OPERATOR HOUSING

3 A755

SO SWING PANEL

SX SWING/ SLIDE PANEL

SX SWING/ SLIDE PANEL

SO SWING PANEL

SX SWING/

SLIDE PANEL

SX SWING/

SLIDE PANEL

8″ 7′

– 0″

PACKAGE WIDTH

ROUGH OPENING

JAMB FRAME

REFER TO PLAN FOR WALL TYPES

2″ CMU BLOCK VENEER ON MORTER BED ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

6

2″

FIXED / SWING DOOR PANEL

SLIDER / SWING DOOR PANEL

METAL SLIDER GUIDE TRACK AND THRESHOLD SECURED TO FLOOR

APPLY FULL SEALANTS

WEATHERSTRIPPINGPIVOT SLIDER

EMERGENCY BREAKAWAY SLIDER PANEL

FIXED / SWING DOOR PANEL

SLIDER GUIDE

1 3/

4″ 3/

4″ 3/

4″

1/4″ TEMPERED GLAZINGS

HORIZONTAL FRAME

GLAZING SEALS

GLAZING ADPTURE

WEATHERSTRIP

HEADER STUDS. REFER TO STRUCTURAL FOR DETAILS

SHIM AND WOOD SPACER BLOCK

1/2″ METAL REVEAL

5/8″ TYPE ‘X’ GYPSUM BOARD ON BOTH SIDES OF 6″ STUDS

MOTOR OPERATE HOUSING

FIXED / SWING DOOR PANEL SLIDER / SWING DOOR PANEL

WEATHERSTRIP

2″ CMU BLOCK VENEER 1″ AIR SPACE

NOTCH BLOCK TO FIT PLATE

SEALANT WITH BACKER ROD

1/2″ GYP. BD. W/ STUCCO FINISH

1 1/2″ REVEAL

RIGID INSULATION

2″ 6

6

AGLINE JAMB FRAME SLIDER GUIDE TRACK

PACKAGE WIDTH

ROUGH OPENING SHIM J-MOLDING

METAL CORNER BEAD

FIXED PANEL

EXTERIOR

VESTIBULE

2″

AUTOMATIC SLIDING DOOR

METAL CORNER TRIM

SHIM / WOOD SPACER BLOCK 2″ CMU BLOCK VENEER ON MORTER BED ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING ON BOTH SIDES OF 6″ STUDS

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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/2 01

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AUTOMATIC SLIDING DOORS DETAILS

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1/2″ = 1′-0″ AUTOMATIC SLIDER AT NORTH VESTIBULE2

1/2″ = 1′-0″ AUTOMATIC SLIDER AT WEST VESTIBULE1

1 1/2″ = 1′-0″ SLIDER SECTION3

1/2″ = 1′-0″ AUTOMATIC SLIDER ELEVATION (VESTIBULE SIDE)4

3″ = 1′-0″ WALL JAMB DETAIL8

3″ = 1′-0″ SLIDER THRESHOLD7

3″ = 1′-0″ SLIDER JAMB DETAIL10

3″ = 1′-0″ SLIDER MULLION6

3″ = 1′-0″ SLIDER MEETING STILES11

1

3″ = 1′-0″ SLIDER HEADER DETAIL- 2″ CMU5

3″ = 1′-0″ JAMB DETAIL9

1 1/2″ = 1′-0″ SLIDER JAMB DETAL12

6

6

6

6

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

2″ CMU BLOCK VENEER ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE STRUCTURAL FOR HEADER

SEALANT SHIM / WOOD SPACER BLOCK

STEEL PLATE – PAINTED

NOTCH BLOCK TO FIT PLATE

1″ AIR SPACE

EXTERIORVESTIBULE

5/ 8″ 1/2″

2″ CMU BLOCK VENEER ON MORTER BED ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

18 GA PREFINISHED METAL SILL SHELF CAP FLASHING WITH DRIP EDGE; TO MATCH CMU COLOR

ALUMINUM THERMAL-BARRIER STOREFRONT FRAME WITH RETAINER AND 1″ INSULATED GLAZINGS

SHIM, SEALANT WITH BACKER ROD

12 GA. X 4″ WIDE CLEATS WITH (2) METAL SCREWS SPACED AT 12″ O.C. 1″ AIR SPACE

EXTERIORVESTIBULE

2″ CMU FILLER BLOCK AT JAMBS; NO GROUT JOINT

1″ 3 1/2″

2″

5/8″ GLASS MAT GYPSUM BOARD SHEATHING ON CEILING FRAMING 3-5/8″ X 16 GA. METAL CEILING FRAMING AT 16″ O.C.

SEE FLOOR PLAN FOR WALL TYPES

5/ 8″ METAL F-REVEAL ATEDGES

BRIDGING TYP.

2″ CMU BLOCK VENEER ON MORTER BED ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

1/2″

2″ CMU BLOCK VENEER ON MORTER BED ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

ALUMINUM THERMAL-BARRIER STOREFRONT FRAME WITH 1″ INSULATED GLAZINGS

FIBER CEMENT SILL PANEL, SLOPE MIN. 1/4″ PER FOOT

SHIM, SEALANT WITH BACKER ROD

2″

1″ AIR SPACE

NO GROUT JOINT

2″ CMU BLOCK VENEER ON MORTER BED ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE STRUCTURAL FOR HEADER

SEALANT SHIM / WOOD SPACER BLOCK

STEEL PLATE – PAINTED

NOTCH BLOCK TO FIT PLATE

1″ AIR SPACE

EXTERIORVESTIBULE

1/2″ GYP. BD

2″

HEADER STUDS. REFER TO STRUCTURAL FOR DETAILS SHIM AND WOOD SPACER BLOCK

METAL TRIM

5/8″ TYPE ‘X’ GYPSUM BOARD ON BOTH SIDES OF 6″ STUDS

2″ CMU BLOCK VENEER ON MORTER BED ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

NOTCH BLOCK TO FIT SUPPORT

6 A756

TYP.

VESTIBULE

1/2″ REVEAL TRIM

LOBBY

1/2″ GYP. BD.

2″ CMU BLOCK VENEER ON MORTER BED ON 5/8″ TYPE ‘X’ GLASS MAT GYPSUM BOARD SHEATHING

SEE PLAN FOR WALL TYPES

AUTOMATIC SLIDING DOOR

SHIM / WOOD SPACER BLOCK 5/8″ TYPE ‘X’ GYPSUM BOARD ON BOTH SIDES OF 6″ STUDS

LOBBYVESTIBULE

1/2″ REVEAL

1/ 2″

METAL TRIM CORNER TRIM

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

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A756

EXTERIOR OPENINGS DETAILS

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3″ = 1′-0″ VESTIBULE STOREFRONT HEAD – CMU1

3″ = 1′-0″ VESTIBULE STOREFRONT SILL – CMU3

3″ = 1′-0″ VESTIBULE CEILING TO WALL DETAIL4

3″ = 1′-0″ VESTIBULE STOREFRONT JAMB – CMU2

3″ = 1′-0″ STOREFRONT DOOR HEAD – CMU7

3″ = 1′-0″ SLIDER HEADER DETAIL- CMU5

3″ = 1′-0″ SLIDER DOOR JAMB – CMU6

NEW SHEET6

01/20/2015

No. Description Date

6 ASI #3 01/20/15

 

 

INTERIOR AND FINISH NOTES 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

INTERIOR FINISHES SHALL COMPLY WITH THE 2009 INTERNATIONAL BUILDING CODE CHAPTER 8 SECTIONS 803, 804 & 805. FLAME SPREAD: 26- 75 CLASS B EXCEPT AT STAIRS WHICH SHALL BE CLASS A. & A SMOKE DEVELOPMENT OF 0-450 CLASS B.

WOOD BLOCKING, OR ROUGH CARPENTRY MATERIAL SHALL BE FIRE RETARDANT TREATED LUMBER. THIS INCLUDES PLYWOOD AND PARTICLE BOARD.

EXTERIOR SEALANTS AND CAULKING SHALL BE RECESSED (OVERLAPPING ONLY AS SELECTED BY THE ARCHITECT). PRESERVE STRAIGHT LINE APPEARANCE OF DOOR AND WINDOW FRAMES.

SEALANTS AND CAULKING WHERE USED NEXT TO OR ADJACENT TO DOOR FRAMES, WINDOWS FRAMES, ETC., SHALL MATCH COLOR OF SURROUNDING WALL AREAS NOT THE COLOR OF DOOR OR WINDOW FRAMING MEMBERS.

STAINLESS STEEL CORNERS SHALL BE FULLY WELDED AND GROUND SMOOTH. NO SHARP EDGES.

TERRAZZO DIVIDERS SHALL BE ZINC AS SPECIFIED. CURVED TERRAZZO DIVIDERS SHALL BE 1/4″ EXCEPT INSIDE MEDALLION. STRAIGHT TERRAZZO DIVIDERS SHALL BE 1/8″ UNLESS NOTED OTHERWISE.

ALL VENTS, DUCTS ETC SHALL BE PAINTED TO MATCH WALL EXCEPT AS NOTED.

PAINT SHALL BE EGG-SHELL FINISH UNLESS NOTED OTHERWISE. WET AREAS RECEIVING TILE OR MOISTURE RESISTANT SUBSTRATES SHALL BE SEMI-GLOSS.

CEILING AREAS EXPOSED TO STRUCTURE SHALL NOT REQUIRED TO BE PAINTED UNLESS NOTED OTHERWISE.

NOT USED

SPECIFIC LOCATIONS MAY REQUIRE BLACK-OUT BLINDS. VERIFY LOCATIONS WITH ARCHITECT AND OWNER.

ALL WALLS SHALL HAVE LEVEL 4 FINISH, UNLESS NOTED OTHERWISE.

WOOD DOORS WILL HAVE ONE NATURAL WOOD STAIN AND 2 COLORED STAINS TO MATCH ARCHITECT’S SAMPLE. (3 STAIN TYPES TOTAL)

FINISH MATERIAL SELECTION LIST:

EXPOSED CONCRETE – SEALED

VINYL COMPOSITION TILE (3 COLOR PATTERN) ARMSTRONG SOFT WARM GRAY 51861 ARMSTRONG STERLING 51904 ARMSTRONG MARINA BLUE 51820

VINYL COMPOSITION TILE ARMSTRONG STERLING 51904

KAISER TILE “FEEL”, COLOR: LOUNGE, 12″X12″

KAISER TILE “FEEL”, COLOR: LOUNGE, 12″ X 24″

AMERICAN OLEAN KEYSTONE 2″x2″ MOSAIC; MUSHROOM 0A41

MANNINGTON “SYLVAN STRUCTURES I”, COLOR: REFUGE (8511), MODULAR CARPET 24″X24″

MANNINGTON “SYLVAN STRUCTURES II”, COLOR: REFUGE (8511), MODULAR CARPET 24″X24″

MANNINGTON “ELEMENTAL NEUTRALS”, COLOR: ALUMINUM (14129), MODULAR CARPET 24″X24″

MANNINGTON “ELEMENTAL BRIGHTS”, COLOR: LITHIUM (14099) MODULAR CARPET 24″X24″

MANNINGTON “ELEMENTAL SOLIDS II”, COLOR: GREEN (43212), MODULAR CARPET 24″X24″

MANNINGTON “ELEMENTAL SOLIDS II”, COLOR: AQUA (44185), MODULAR CARPET 24″X24″

MANNINGTON “ELEMENTAL SOLIDS II”, COLOR: BLUE (35174), MODULAR CARPET 24″X24″

MANNINGTON “ELEMENTAL SOLIDS II, COLOR: COOL GREY (14019), MODULAR CARPET 24″X24”

MANNINGTON “SPATIAL PROGRESSIONS 1″, COLOR: RUSTIC (8503) MODULAR CARPET 24″X24″

RESILIENT RUBBER – JOHNSONITE MICROTONE RIVERBED LC5

TERRAZZO (3 COLOR PATTERN) (FIELD) (ACCENT 1) (ACCENT 2) (ACCENT 3)

WALK-OFF SYSTEM

FLOOR:

CONC-A

VCT-1

VCT-2

CT-5

CT-6

CT-7

CPT-1

CPT-2

CPT-3

CPT-4

CPT-5

CPT-6

CPT-7

CPT-8

CPT-9

RRF

TRZ

WO

OPEN. NO WALL SURFACE. MINIMAL WALL OR HEADER SURFACES TO BE FINISHED PER ADJACENT WALL SURFACE

ALUMINUM STOREFRONT SYSTEM. WALL OR HEADER SURFACES TO BE FINISHED PER ADJACENT WALL SURFACES

2″x8″x16″ GROUND FILLED FACE CMU VENEER TRENWYTH INDUSTRIES – TRENDSTONE PLUS; SEASHELL

4″x8″x16″ GROUND FILLED FACE, POLISHED CMU VENEER TRENWYTH INDUSTRIES – TRENDSTONE PLUS; OPAL

4″x16″x24″ GROUND FACE CMU VENEER TRENWYTH INDUSTRIES – TRENDSTONE PLUS; OPAL w/ HEAVY SEAL

4″x16″x24” GROUND FACE CMU VENEER TRENWYTH INDUSTRIES – TRENDSTONE PLUS; BLACK CANYON w/ HEAVY SEAL

AMERICAN OLEAN “AVENUE ONE” COLOR: STREETLAMP AU01, 12″X24″

PORCELANOSA “TRENTOI” COLOR: NACAR, 8″X12″

KAISER TILE “FEEL”, COLOR: LOUNGE, 12″X24″

DELETED

PAINTED GYPSUM BOARD – EGGSHELL FINISH

PAINTED MOISTURE RESISTANT BOARD – SEMI-GLOSS FINISH

PAINTED GYPSUM BOARD – ORANGE PEEL FINISH

LEVEL 5 OR RECOMMENDED FINISH SUITABLE FOR ROLLING MARKER BOARD AND VINYL WALLCOVERING

ACOUSTICAL PANELS, ACOUSTIC ENTERPRISES, FABRIC: GUILFORD OF MAINE REEDS 3078, COLOR: GREYSTONE 020

SOELBERG INDUSTRIES “VERME” UNFINISHED TO BE CUSTOM STAINED

ARPA USA 9211 HIGH PRESSURE LAMINATE

WHITE BIRCH PANELS; STAINED TO MATCH ARCHITECTS SAMPLE (T972 BLUE)

WHITE BIRCH PANELS; STAINED TO MATCH ARCHITECTS SAMPLE (T990 GREEN)

DELETED

DELETED

PROJECTION WHITE BOARD, MAGNETIC, 3′ A.F.F. TO 10′ A.F.F.

CONTINUOUS ROLL MAGNETIC WHITE BOARD, 3′ A.F.F. TO 7′ A.F.F

DELETED

MAGNETIC WHITE BOARD (FF&E)

VINYL WALLCOVERING

CORNER GUARD

COSENTINO; ECO, COLOR: FOREST SNOW

SILESTONE; COLOR: MONT BLANC

FORMICA; CHESTNUT WOODLINE 5884 NT, NATURELLE

LAMINART; SILVER TOPAZ 2459-T

WILSONART; WHITE TIGRES 4783-60

WILSONART; PEWTER MESH 4878-38

WHITE BIRCH VENEER; STAINED TO MATCH ARCHITECTS SAMPLE (T983 WARM BROWN)

TORZO: TIIKERI, COLOR: DUSK

TORZO; ORIENT, COLOR: SAPPHIRE

WHITE BIRCH VENEER; STAINED TO MATCH ARCHITECTS SAMPLE (T972 BLUE)

WHITE BIRCH VENEER; STAINED TO MATCH ARCHITECT’S SAMPLE (GREEN)

3FORM TRANSACTION FRONT LIGHTBOX

WALL:

OPEN

GL

CMU-1

CMU-2

CMU-3

CMU-4

CT-1

CT-2

CT-3

CT-4

GYP-A

GYP-B

GYP-C

GYP-D

AP-1

FE-1

FE-2

FE-3

FE-4

FE-5

FE-6

PWB

RMB

TB

WB

WC-1

CG

MILLWORK

SS-1

SS-2

LM-1

LM-2

LM-3

LM-4

WD-1

WD-2

WD-3

WD-4

WD-5

LB-1

4″ HIGH COVED RUBBER BASE JOHNSONITE BURNT UMBER 63

6″ HIGH COVED RUBBER BASE JOHNSONITE BURNT UMBER 63

4″ HIGH COVED RUBBER BASE JOHNSONITE 32 PEBBLE

AMERICAN OLEAN “AVENUE ONE” 6″X12″ COVE BASE, COLOR: STREETLAMP AU01

DELETED

INTERGRAL WITH WALL TILE – KAISER TILE “FEEL”, COLOR: LOUNGE

4″ HIGH TERRAZZO BASE – MATCH ACCENT 1 COLOR

4″HIGH STAINLESS STEEL BASE

BASE: RB

RB-1

RB-2

CTB-1

CTB-2

CTB-3

TRB

SSB

SINGLE SHADE – MECHANICAL, MECHOSHADE; THERMOVEIL 1500 SERIES DUAL – SHADE/BLACKOUT, ELECTRICAL, MECHOSHADE; THERMOVEIL 1500 SERIES, CLASSIC BLACKOUT 0700 SERIES DUAL – SHADE/BLACKOUT, MECHANICAL, SEE ABOVE

BLINDS:

B1

B2

B3

CEILING: 2×2 ACOUSTICAL CEILING PANEL

PAINTED MOISTURE RESISTANT BOARD

PAINTED GYPSUM BOARD

2HR HORIZONTAL SHAFT WALL ASSEMBLY

PAINTED GYPSUM BOARD – EXTERIOR TEXTURED FINISH

ACOUSTICAL CEILING PANEL (MATH CENTER)

EXPOSED TO STRUCTURE ABOVE

C1

C2

C3

C4

C5

C6

EXP

ACP TYPE 1 – 2′ X 2′ (NOM) SCORED [4-6” NOMINAL PLANKS] ACOUSTICAL CEILING PANELS

ACP TYPE 2 – TYPICAL CEILING PANELS

ACCENT PANEL TYPE 1 – 4′ X 4’ (NOM) ACOUSTICAL PANELS (AP-1), COLOR: WHITE

FIELD PAINT SHERWIN WILLIAMS; SW 6071 POPULAR GRAY

INTERIOR HM DOORS & FRAMES, INTERIOR STAIRS/RAILINGS (TYP.), STRINGER & RISER MAIN STAIR 2013 SHERWIN WILLIAMS; SW 6072 VERSATILE GRAY

CEILING SHERWIN WILLIAMS; SW 7007 CEILING BRIGHT WHITE

ACCENT PAINT SHERWIN WILLIAMS; SW 6192 COASTAL PLAIN

ACCENT PAINT SHERWIN WILLIAMS; SW6804 DIGNITY BLUE

ACCENT PAINT SHERWIN WILLIAMS; SW 6380 HUMBLE GOLD

ACCENT PAINT SHERWIN WILLIAMS; SW 6439 GREENFIELD

ACCENT PAINT SHERWIN WILLIAMS; SW 6489 REALLY TEAL

ACCENT PAINT SHERWIN WILLIAMS; SW6494 LAKESHORE

EXTERIOR DOORS, FRAMES & HANDRAILINGS SHERWIN WILLIAMS SW 7048 URBANE BRONZE

EXTERIOR CEILING SHERWIN WILLIAMS; SW 6080 UTTERLY BEIGE

EXTERIOR ORNAMENTAL GUARDRAILS CONTINENTAL COATINGS RP-2445-I

PAINT

PT-1

PT-2

PT-3

PT-4

PT-5

PT-6

PT-7

PT-8

PT-9

PT-10

PT-11

PT-12

6

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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tel 602.264.9731 dwlarchitects.com

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A800

ROOM FINISH SCHEDULE – GENERAL NOTES

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1

1

4

4

4

6

6

6 6

6

6

6

6

6

6

6

6

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

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9 PM

A801

ROOM FINISH SCHEDULE – GROUND & SECOND FLOORS

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ROOM FINISH SCHEDULE – GROUND FLOOR

ROOM NO. ROOM NAME

FLOOR A B C D REMARKSMATERIAL BASE

Not Placed 103H COPY CPT RB – – – –

FIRST FLOOR 100A MAIN LOBBY TRZ* TRB GYP-A/FE-1 GYP-A/FE-3/GL GYP-A GYP-A *SEE A812 FOR PATTERN 100B CORRIDOR CPT-2/CT-6/WO RB GYP-A/GYP-B/GYP-C/

CT-3 OPEN GYP-A GYP-A SEE A810 FOR ADDITIONAL

INFORMATION 100C CORRIDOR TRZ* TRB GYP-A OPEN GYP-A GYP-A *SEE A812 FOR PATTERN 100D CORRIDOR CPT-2/CT-6/WO RB/CSP GYP-C/GYP-2/CY-3 GYP-A GYP-A – 101 VESTIBULE WO RB CMU-1 CMU-1/GL CMU-1/GL CMU-1 102 WAITING CPT-2 RB OPEN OPEN GYP-A GYP-A 102A RECEPTION CPT-2 RB GYP-A/FE-2 GYP-A/FE-2 GYP-A/GL GYP-A/FE-2 102B SNOW MELT RM CONC-A RB GYP-A GYP-A GYP-A GYP-A 103 ADVISORS AREA CPT-2 RB GYP-A GYP-A GYP-A/FE-1 GYP-A 103A COUNSELOR

OFFICER CPT-2 RB GYP-A GYP-A GYP-A GYP-A

103B COUNSELOR OFFICER

CPT-2 RB GYP-A GYP-A GYP-A GYP-A

103C COUNSELOR OFFICER

CPT-2 RB GYP-A GYP-A GYP-A GYP-A

103D STUDENT WORKERS

CPT-2 RB GYP-A GYP-A GYP-A GYP-A

103E STAFF SUPPORT CPT-2 RB GYP-A GYP-A GYP-A GYP-A 103F ASSISTANT

DIRECTOR CPT-2 RB GYP-A GYP-A GYP-A GYP-A

103G DIRECTOR CPT-2 RB GYP-A GYP-A GYP-A GYP-A 105 CONFERENCE

ROOM CPT-1 RB GYP-A GYP-A GYP-A GYP-A

106 TRAINING ROOM CPT-2 RB GYP-A GYP-A GYP-A GYP-A 106A CLOSET CPT-2 RB GYP-A GYP-A GYP-A GYP-A 107 COORD CPT-1 RB GYP-A GYP-A GYP-A GYP-A 108 VENDING CT-6 RB GYP-A GYP-A OPEN GYP-A 109 COORD CPT-1 RB GYP-A GYP-A GYP-A GYP-A 110 BREAK ROOM CPT-2 RB-2 GYP-A GYP-A GYP-A GYP-A 110A KITCHENETTE VCT-1 RB-2 GYP-A GYP-A GYP-B GYP-A 110B LACTATION ROOM CPT-2 RB GYP-A GYP-A GYP-A GYP-A 111 COORD CPT-1 RB GYP-A GYP-A GYP-A GYP-A 112 STORAGE VCT-2 RB GYP-A GYP-A GYP-A GYP-A 113 INTERVIEW ROOM CPT-1 RB GYP-A GYP-A GYP-A GYP-A 114 VESTIBULE WO RB CMU-1/GL CMU-1 CMU-1/GL CMU-1 115 INTERVIEW ROOM CPT-1 RB GYP-A GYP-A GYP-A GYP-A 117 RECEPTION CPT-1 RB GYP-A GYP-A/FE-3 GYP-A/GL/FE-1 GYP-A/GL 119 WAITING LOBBY CPT-1 RB GYP-A GYP-A GYP-A/GL/FE-1 GYP-A 119A ADMISSION

OFFICERS CPT-1 RB GYP-A GYP-A GYP-A GYP-A

119B ADMISSION OFFICERS

CPT-1 RB GYP-A GYP-A GYP-A GYP-A

119C ADMISSION OFFICERS

CPT-1 RB GYP-A GYP-A GYP-A GYP-A

119D ADMISSION OFFICERS

CPT-1 RB GYP-A GYP-A GYP-A GYP-A

119E ASST DIRECTOR CPT-1 RB GYP-A GYP-A GYP-A GYP-A 119F DIRECTOR OFFICE CPT-1 RB GYP-A GYP-A GYP-A GYP-A 119G STUDENT

WORKERS CPT-1 RB GYP-A GYP-A GYP-A GYP-A

120 SERVICE ROOM VCT-2 RB GYP-A GYP-A GYP-A GYP-A 121 AUDITORIUM CPT-9 RB GYP-A/AP-1 GYP-A/AP-1 GYP-A/FE-1 GYP-A/AP-1 121A STORAGE VCT-2 RB GYP-A GYP-A GYP-A GYP-A 122 STORAGE CONC-A RB GYP-A GYP-A GYP-A GYP-A 1001 NORTH STAIR RRF* RB-2 GYP-A GYP-A GYP-A GYP-A *STAIR TREADS AND LANDINGS 1001A VESTIBULE WO/CT-6 RB GYP-A GYP-A GYP-A GYP-A 1002 ELEV EQUIP. CONC-A RB GYP-A GYP-A GYP-A GYP-A 1003 JANITOR CONC-A RB GYP-B GYP-A GYP-A GYP-B 1004 ELEVATOR CORE – – – – – – 1005 MDF VCT-2 RB GYP-A GYP-A GYP-A GYP-A 1006 M RESTROOM CT-5 CTB-1 GYP-B/CT-1 GYP-B/CT-2 GYP-B/CT-1 GYP-B/CT-1 1007 W RESTROOM CT-5 CTB-1 GYP-B/CT-1 GYP-B/CT-1 GYP-B/CT-1 GYP-B/CT-2 1008 GENDER NEUTRAL

RR CT-5 CTB-1 GYP-B/CT-1 GYP-B/CT-1 GYP-B/CT-1 GYP-B/CT-1/CT

-2 1009 HEAT EXCHANGE

ROOM CONC-A RB GYP-A GYP-A GYP-A GYP-A

1010 ELECTRICAL VCT-2 RB GYP-A GYP-A GYP-A GYP-A 1011 SOUTH STAIR RRF* RB-2 GYP-A GYP-A GYP-A GYP-A *STAIR TREADS AND LANDINGS 1012 SES CONC-A RB GYP-A GYP-A GYP-A GYP-A 1013 MAIN STAIR TRZ/RRF* TRB GYP-A GYP-A GYP-A GYP-A *STAIR TREADS AND LANDINGS 1013 SNOW MELT RM CONC-A RB GYP-A GYP-A GYP-A GYP-A

ROOM FINISH SCHEDULE – SECOND FLOOR

ROOM NO. ROOM NAME

FLOOR A B C D REMARKSMATERIAL BASE

Not Placed 200D CIRCULATION CPT RB CT/GYP-C GYP-A GYP-A – 236C COPY CPT RB GYP-A GYP-A GYP-A GYP-A 236D Room 236E Room 236F Room 236G Room

SECOND FLOOR 200A CIRCULATION CPT-3,4,5,6 RB GYP-A/FE-1 GYP-A/FE-4 GYP-A/GL GYP-A/WC-1 200B CIRCULATION CPT-3,4/CT-6 RB/RB-1* GYP-A/GYP-B/GYP-C/CT

-3/WC-1 GYP-A GYP-A/WC-1 GYP-A *RB-1 ON CLASSROOM WALLS

ONLY IN CIRCULATION AREA. SEE A810 FOR ADDITIONAL INFORMATION

200C CIRCULATION CPT-3 RB GYP-A GYP-A GYP-A/GL GYP-A/OPEN 200D CIRCULATION CPT-3/CT-6 RB GYP-B/GYP-C/CT-3 GYP-A GYP-A OPEN 201 CLASSROOM CPT-4 RB GYP-A/GYP-D/RMB GYP-D/RMB GYP-A/GYP-D/RMB GYP-D/PWB 201A CLOSET CPT-4 RB GYP-A GYP-A GYP-A GYP-A 201B CLOSET CPT-4 RB GYP-A GYP-A GYP-A GYP-A 202 STUDY CPT-4 RB OPEN GYP-A GYP-D/RMB GYP-A 204 STUDY CPT-3 RB GYP-A/GL GYP-D/RMB GYP-A GYP-A 206 STUDY CPT-4 RB GYP-A/GL GYP-D/RMB GYP-A GYP-A 208 STUDY CPT-3 RB GYP-A/GL GYP-D/RMB GYP-A GYP-A 210 STUDY CPT-4 RB GYP-A/GL GYP-D/RMB GYP-A GYP-A 211 CLASSROOM CPT-4 RB GYP-A/GYP-D/RMB GYP-D/RMB GYP-A/GYP-D/RMB GYP-D/PWB 211A CLOSET CPT-4 RB GYP-A GYP-A GYP-A GYP-A 212 DIRECTOR CPT-3 RB GYP-A/GL GYP-A GYP-A GYP-A 214 STUDY CPT-4 RB OPEN GYP-A GYP-D/RMB GYP-A 216 CONFERENCE

ROOM CPT-4 RB GYP-A/GL GYP-D/RMB GYP-A GYP-A

221 CLASSROOM CPT-4 RB GYP-A/GYP-D/RMB GYP-D/RMB GYP-D/RMB GYP-D/PWB 221A CLOSET CPT-4 RB GYP-A GYP-A GYP-A GYP-A 223 STORAGE CPT-4 RB GYP-A GYP-A GYP-A GYP-A 225 FACULTY OFFICE CPT-4 RB GYP-A GYP-A GYP-A GYP-A 227 FACULTY OFFICE CPT-4 RB GYP-A GYP-A GYP-A GYP-A 228 STUDY CPT-3 RB OPEN GYP-D/RMB GYP-A GYP-D/RMB 229 COURSE COORD CPT-3 RB GYP-A GYP-A GYP-A GYP-A 230 STUDY CPT-3 RB OPEN GYP-D/RMB GYP-A GYP-D/RMB 231 STOR CPT-3 RB GYP-A GYP-A GYP-A GYP-A 232 STUDY CPT-3 RB OPEN GYP-D/RMB GYP-A GYP-D/RMB 233 LAB MGR OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 234 STUDY CPT-3 RB OPEN GYP-D/RMB GYP-A GYP-D/RMB 235 IT OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 236 CHECK-IN/ HELP

DESK CPT-3,7 RB GYP-A OPEN GYP-A GYP-A

236A TUTORIAL ROOM CPT-3 RB GYP-A GYP-A GYP-A GYP-D/PWB 236C COPY CPT-3 RB GYP-A GYP-A GYP-A GYP-A 237 TUTOR SPVR

OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A

238 MATH CENTER CPT-3,4,5,6,7 ,8

RB GYP-D/RMB/PWB GYP-D/RMB/P WB

GYP-D/RMB GYP-D/RMB/PWB

238A TESTING LAB CPT-3 RB GYP-A GYP-A GYP-D/PWB GYP-A 238B SPECIAL TESTING A CPT-3 RB GYP-A GYP-A GYP-A GYP-A 238C SPECIAL TESTING B CPT-3 RB GYP-A GYP-A GYP-A GYP-A 240 VENDING CT-6 RB GYP-A GYP-A GYP-A GYP-A 242 FACULTY LOUNGE VCT-1/CPT-3 RB-2 GYP-A GYP-A GYP-A GYP-A VCT AT SINK 242A CLOSET VCT-1 RB-2 GYP-A GYP-A GYP-A GYP-A 244 GRAD ASST

LOUNGE VCT-1/CPT-3 RB-2 GYP-A GYP-A GYP-A GYP-A

2001 NORTH STAIR RRF* RB-2 GYP-A GYP-A GYP-A GYP-A *STAIR TREADS AND LANDINGS 2002 MECHANICAL

CHASE – – – – – –

2003 JANITOR CONC-A RB GYP-B GYP-A GYP-A GYP-B 2004 ELEVATOR CORE – – – – – – 2005 IDF VCT-2 RB GYP-A GYP-A GYP-A GYP-A 2006 M RESTROOM CT-5 CTB-1 GYP-B/CT-1 GYP-B/CT-2 GYP-B/CT-1 GYP-B/CT-1 2007 W RESTROOM CT-5 CTB-1 GYP-B/CT-1 GYP-B/CT-1 GYP-B/CT-1 GYP-B/CT-2 2009 MECHANICAL

CHASE – – – – – –

2010 ELEC. CONC-A RB GYP-A GYP-A GYP-A GYP-A 2011 SOUTH STAIR RRF* RB-2 GYP-A GYP-A GYP-A GYP-A *STAIR TREADS AND LANDINGS 2013 MAIN STAIR TRZ/RRF* TRB GYP-A GYP-A GYP-A GYP-A TRZ – MAIN FLOOR LANDING; RBF

– STAIR TREADS AND LANDINGS

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No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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ROOM FINISH SCHEDULE – THIRD FLOOR

ROOM NO. ROOM NAME

FLOOR A B C D REMARKSMATERIAL BASE

351 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 352 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 353 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 354 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 355 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 356 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 357 NOOK CPT-3 RB OPEN GYP-A GYP-A GYP-A 358 NOOK CPT-3,5,6,7,8 RB OPEN GYP-A OPEN GYP-A 359 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 360 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 361 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 362 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 363 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 364 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 365 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 366 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 367 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 368 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 369 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 370 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 371 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 372 NOOK CPT-3,5,6,7,8 RB GYP-A GYP-A OPEN GYP-A 373 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 374 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 375 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 376 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 377 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 378 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 379 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 380 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 381 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 382 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 383 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 384 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 385 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 386 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 387 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 388 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 389 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 390 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 391 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 393 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 395 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 396 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 397 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 398 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 399 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 3001 NORTH STAIR RRF* RB-2 GYP-A GYP-A GYP-A GYP-A *STAIR TREADS

AND LANDINGS 3002 MECHANICAL CHASE – – – – – – 3003 JANITOR CONC-A RB GYP-B GYP-A GYP-A GYP-B 3004 ELEVATOR CORE – – – – – – 3005 IDF VCT-2 RB GYP-A GYP-A GYP-A GYP-A 3006 MENS RESTROOM CT-5 CTB-1 GYP-B/CT-1 GYP-B/CT-

2 GYP-B/CT-1 GYP-B/CT-1

3007 WOMENS RESTROOM CT-5 CTB-1 GYP-B/CT-1 GYP-B/CT- 1

GYP-B/CT-1 GYP-B/CT-2

3008 SHOWER CT-7 CTB-1 GYP-B/CT-1 GYP-B/CT- 1

GYP-B/CT-1 GYP-B/CT-1 /CT-2

3009 MECHANICAL CHASE – – – – – – 3010 ELECTRICAL VCT-2 RB GYP-A GYP-A GYP-A GYP-A 3011 SOUTH STAIR RRF* RB-2 GYP-A GYP-A GYP-A GYP-A *STAIR TREADS

AND LANDINGS

ROOM FINISH SCHEDULE – THIRD FLOOR

ROOM NO. ROOM NAME

FLOOR A B C D REMARKSMATERIAL BASE

Not Placed 316B CLOSET VCT RB GYP-A GYP-A GYP-A GYP-A

THIRD FLOOR 300A CIRCULATION CPT-3,6,7/CT-6 RB GYP-A/GYP-B/GYP-

C OPEN GYP-A GYP-A SEE A811 FOR

ADDITIONAL INFORMATION

300B CIRCULATION CPT-3,5,6,7,8 RB GYP-A/GL OPEN GYP-A GYP-A 300C CIRCULATION CPT-3,5,6,7,8 RB GYP-A OPEN GYP-A OPEN 300D CIRCULATION CPT-3,4,5,6,7/C

T-6 RB GYP-A – GYP-A –

301 LOBBY CPT-3,5,6,7,8 RB GYP-A/FE-1 GYP-A/FE-3 OPEN GYP-A 302 CONFERENCE (LG) CPT-3 RB GYP-A/GL GYP-A GYP-A/GL GYP-A 303 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 304 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 305 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 306 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 307 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 308 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 309 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 310 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 312 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 313 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 315 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 316 LOUNGE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 316A KITCHENETTE VCT-1 RB GYP-A GYP-A GYP-A GYP-A 317 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 319 NOOK CPT-3 RB OPEN GYP-A GYP-A GYP-A 320 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 321 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 322 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 323 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 324 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 325 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 326 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 327 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 328 SERVICE ROOM CPT-3 RB GYP-A GYP-A GYP-A GYP-A 329 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 331 CHAIR OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 333 STAFF CPT-3 RB GYP-A GYP-A GYP-A GYP-A 333A ADMIN CPT-3 RB OPEN OPEN GYP-A GYP-A 334 CONFERENCE (SM) CPT-3 RB GYP-A/GL GYP-A/FE3 GYP-A/GL GYP-A 337 STAFF CPT-3 RB GYP-A GYP-A GYP-A GYP-A 337A ADMIN CPT-3 RB OPEN GYP-A GYP-A OPEN 338 SERVICE ROOM CPT-3 RB GYP-A GYP-A GYP-A GYP-A 339 CHAIR OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 340 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 341 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 342 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 343 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 344 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 345 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 346 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 347 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 348 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 349 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 350 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A

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No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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ROOM NO. ROOM NAME

FLOOR A B C D REMARKSMATERIAL BASE

462 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 463 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 464 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 465 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 466 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 467 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 468 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 469 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 470 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 471 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 472 NOOK CPT-3,5,6,7,8 RB OPEN GYP-A OPEN GYP-A 473 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 474 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 475 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 476 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 477 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 478 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 479 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 480 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 481 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 482 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 483 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 484 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 485 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 486 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 487 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 488 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 489 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 490 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 491 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 493 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 495 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 497 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 498 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 499 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 4001 NORTH STAIR RRF* RB-2 GYP-A GYP-A GYP-A GYP-A *STAIR TREADS AND

LANDINGS 4002 MECHANICAL CHASE – – – – – – 4003 JANITOR CONC-A RB GYP-B GYP-A GYP-A GYP-B 4004 ELEVATOR CORE – – – – – – 4005 IDF VCT-2 RB GYP-A GYP-A GYP-A GYP-A 4006 M RESTROOM CT-5 CTB-1 GYP-B/CT-1 GYP-B/CT-2 GYP-B/CT-1 GYP-B/CT-1 4007 W RESTROOM CT-5 CTB-1 GYP-B/CT-1 GYP-B/CT-1 GYP-B/CT-1 GYP-B/CT-2 4008 SHOWER CT-7 CTB-1 GYP-B/CT-1 GYP-B/CT-1/

CT-2 GYP-B/CT-1 GYP-B/CT-1

4009 MECHANICAL CHASE – – – – – – 4010 ELECTRICAL CONC-A RB GYP-A GYP-A GYP-A GYP-A 4011 SOUTH STAIR RRF* RB-2 GYP-A GYP-A GYP-A GYP-A *STAIR TREADS AND

LANDINGS

ROOM FINISH SCHEDULE – FOURTH FLOOR

ROOM NO. ROOM NAME

FLOOR A B C D REMARKSMATERIAL BASE

FOURTH FLOOR 400A CIRCULATION CPT-3,6,7 RB GYP-A/GYP-B/GYP-C OPEN GYP-A GYP-A SEE A811 FOR

ADDITIONAL INFORMATION

400B CIRCULATION CPT-3,5,6,7,8 RB GYP-A/GL OPEN GYP-A GYP-A 400C CIRCULATION CPT-3,5,6,7,8 RB GYP-A/GL OPEN GYP-A OPEN 400D CIRCULATION CPT-3,4.5,6,7/

CT-6 RB GYP-C GYP-A GYP-A OPEN

401 LOBBY CPT-3,5,6,7,8 RB GYP-A/FE-1 GYP-A/FE-4 OPEN GYP-A 402 CONFERENCE (MD) CPT-3 RB GYP-A/GL GYP-A GYP-A/GL GYP-A 403 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 404 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 405 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 406 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 407 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 408 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 409 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 410 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 412 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 414 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 415 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 416 LOUNGE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 416A KITCHENETTE VCT-1 RB GYP-A GYP-A GYP-A GYP-A 417 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 419 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 420 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 421 NOOK CPT-3 RB OPEN GYP-A GYP-A GYP-A 422 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 423 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 424 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 425 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 426 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 427 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 428 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 429 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 430 SERVICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 431 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 433 CHAIR OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 434 CONFERENCE (MD) CPT-3 RB GYP-A/GL GYP-A/FE4 GYP-A/GL GYP-A 435 STAFF CPT-3 RB GYP-A GYP-A GYP-A GYP-A 435A ADMIN CPT-3 RB OPEN OPEN GYP-A GYP-A 437 STAFF CPT-3 RB GYP-A GYP-A GYP-A GYP-A 437A ADMIN CPT-3 RB OPEN GYP-A GYP-A OPEN 439 CHAIR OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 440 SERVICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 441 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 442 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 443 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 444 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 445 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 446 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 447 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 448 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 449 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 450 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 451 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 452 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 453 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 454 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 455 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 456 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 457 NOOK CPT-3 RB OPEN GYP-A GYP-A GYP-A 458 NOOK CPT-3,5,6,7,8 RB OPEN GYP-A OPEN GYP-A 459 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 460 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A 461 OFFICE CPT-3 RB GYP-A GYP-A GYP-A GYP-A

ROOM FINISH SCHEDULE – PENTHOUSE

ROOM NO. ROOM NAME

FLOOR

A B C D REMARKS MATERIA

L BASE

PENTHOUSE FLOOR 510 AIR HANDLER UNITS CONC-A RB GYP-A GYP-A GYP-A GYP-A

1 1

6

6

6

6

6

6

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

DN

2 3 4 5 6 7 8 9 10

A1

B1

D1

C1

1

A B

C D

COUNSELOR OFFICER

103A A

B C

D

COUNSELOR OFFICER

103B

A B

C D

COUNSELOR OFFICER

103C

A B

C D

STUDENT WORKERS

103D

A B

C D

STAFF SUPPORT

103E

A B

C D

ASSISTANT DIRECTOR

103F

A B

C D

DIRECTOR

103G

A B

C D

TRAINING ROOM

106

A B

C D

INTERVIEW ROOM

115

A B

C D

INTERVIEW ROOM

113

A B

C D

ASST DIRECTOR

119E

A B

C D

DIRECTOR OFFICE

119F

A B

C D

CONFERENCE ROOM

105

A B

C D

ADMISSION OFFICERS

119A A

B C

D

ADMISSION OFFICERS

119B A

B C

D

ADMISSION OFFICERS

119C A

B C

D

ADMISSION OFFICERS

119D

A B

C D

AUDITORIUM

121

A B

C D

SES

1012

A B

C D

WAITING LOBBY

119

A B

C D

ADVISORS AREA

103

A B

C D

STORAGE

112

A B

C D

LACTATION ROOM

110B

A B

C D

JANITOR

1003

A B

C D

MDF

1005

A B

C D

M RESTROOM

1006 A

B C

D

W RESTROOM

1007 A

B C

D

GENDER NEUTRAL RR

1008

A B

C D

SERVICE ROOM

120A B

C D

ELECTRICAL

1010

A B

C D

STORAGE

122 A B

C D

HEAT EXCHANGE ROOM

1009

A B

C D

MAIN LOBBY

100A

A B

C D

WAITING

102

A B

C D

NORTH STAIR

1001 A

B C

D

ELEVATOR CORE

1004

A B

C D

RECEPTION

117

A B

C D

CORRIDOR

100B

A B

C D

CORRIDOR

100C

A B

C D

STORAGE

121A

A B

C D

STUDENT WORKERS

119G

A B

C D

COORD

111

A B

C D

COORD

109

A B

C D

COORD

107

A B

C D

RECEPTION

102A

A B

C D

VESTIBULE

101

A B

C D

VESTIBULE

1001A

A B

C D

SNOW MELT RM

102B

A B

C D

VESTIBULE

114

A B

C D

CLOSET

106A

A B

C D

MAIN STAIR

1013

A B

C D

SOUTH STAIR

1011

A B

C D

VENDING

108 A

B C

D

KITCHENETTE

110A

PT-4

A B

C D

BREAK ROOM

110

FE-2

PT -4

PT-4

PT-4

PT-4

FE-1

FE -3

PT-4 PT-4 PT-4 PT-4

PT-2

CT-3

FE-3

PT -4

PT -4

PT -4 A P-

1

A P-

1

AP-1

CT-3 CG CG

CG

CG CG CG

CGCG

B1

B1

B1

B1 B1 B1 B1 B1 B1B1B1 B1 B1 B1 B2 B2 B2

PT2 SOFFIT

PT2 SOFFIT

PT-2

PT-2

PT -2

FE -1

FE-1 FE-1

FE-1 4

A B

C D

ELEV EQUIP.

1002 A

B C

D

CORRIDOR

100D

PW B

C T-

2C T-

2

C T-

2

FE-1 FE-1

FE -1

FE -1

FE -1

FE -1

FE -1

PT2 SOFFIT

PT 2

SO FF

IT

PT 2

SO FF

IT

PT-2 PT-2

2 3 4 5 6 7 8 9 10

A1

B1

D1

C1

1

A B

C D

CONFERENCE ROOM

216

A B

C D

STUDY

214 A

B C

D

STUDY

210 A

B C

D

STUDY

208 A

B C

D

STUDY

206 A

B C

D

STUDY

204

A B

C D

STUDY

202

A B

C D

TESTING LAB

238A

A B

C D

TUTORIAL ROOM

236A

A B

C D

FACULTY OFFICE

225 A

B C

D

FACULTY OFFICE

227

A B

C D

DIRECTOR

212

A B

C D

GRAD ASST LOUNGE

244 A B

C D

FACULTY LOUNGE

242

A B

C D

MECHANICAL CHASE

2009

A B

C D

ELEC.

2010

A B

C D

MATH CENTER

238

A B

C D

NORTH STAIR

2001

A B

C D

TUTOR SPVR OFFICE

237

A B

C D

LAB MGR OFFICE

233

A B

C D

IT OFFICE

235

A B

C D

STORAGE

223

A B

C D

MECHANICAL CHASE

2002

A B

C D

JANITOR

2003 A

B C

D

IDF

2005

A B

C D

M RESTROOM

2006 A

B C

D

W RESTROOM

2007

A B

C D

CIRCULATION

200A

A B

C D

STUDY

228 A

B C

D

CHECK-IN/ HELP DESK

236

A B

C D

ELEVATOR CORE

2004

A B

C D

CLASSROOM

201 A

B C

D

CLASSROOM

211 A

B C

D

CLASSROOM

221 A

B C

D

SOUTH STAIR

2011

A B

C D

SPECIAL TESTING A

238B

A B

C D

VENDING

240

A B

C D

COURSE COORD

229

A B

C D

STOR

231

A B

C D

STUDY

230 A

B C

D

STUDY

232 A

B C

D

STUDY

234

A B

C D

CIRCULATION

200C

A B

C D

CIRCULATION

200B

A B

C D

CLOSET

242A

A B

C D

CLOSET

201A

A B

C D

CLOSET

221A A

B C

D

CLOSET

211A

A B

C D

MAIN STAIR

2013

A B

C D

SPECIAL TESTING B

238C

A B

C D

CLOSET

201B

A B

C D

COPY

236C

PW B

R M

B /P

T- 6

PW B

PW B

R M

B /P

T- 6

R M

B /P

T- 6

WC-1/RB-1

RMB RM B

RMB RM B

PT-4

FE-1 CT-3

FE -4 PT

-4

PT -4

PWB

PW B

PWB PWB RMBRMBRMB

RM B RM

B

RMB

RMB

RMB

RMB

RMB

RMB

RMB

PW B

CG

CG CG

CG CG CG

CG CG

CG

CG

CG

CG CG CG

CG

CG CG CG

CT-3

M B

/T B

M B

/T B

B1 B1 B1 B1 B1 B1 B1 B1 B3 B3 B3 B1 B1 B1 B1 B1 B1 B1 B1 B1B1 B1

B1 B1

B1

B1

B1B1B1

WC-1/RB-1 W

C -1

/R B

-1

PT-9 R M

B

PT-9

RM B

PT-9

RM B

PT-9 RM B

PT-4R M

B

PT-4R M

B PT-4R

M B

PT-4

PT-4

PWB

PT-2

6

PT-6

PT-6

C T-

2

C T-

2

RMB

PT-4

PT -2

PT -2

PT-2/RB-1 PT-2/RB-1

PT -2

/R B

-1

PT-2/RB-1

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

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5 1:

38 :2

6 PM

A810

FIRST & SECOND FLOOR – WALL FINISH PLANS

MRDDWL

1400.0008/06/2014

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1/16″ = 1′-0″ FIRST FLOOR WALL FINISH PLAN1

1/16″ = 1′-0″ SECOND FLOOR WALL FINISH PLAN2

1

1

6

6

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

2 3 4 5 6 7 8 9 10

A1

B1

D1

C1

1

CT-3FE-1

FE -3

PT-2

PT -4

PT -4

PT -4

A B

C D

NORTH STAIR

3001

A B

C D

LOUNGE

316

A B

C D

CONFERENCE (LG)

302

A B

C D

CONFERENCE (SM)

334

A B

C D

OFFICE

309 A B

C D

OFFICE

307 A

B C

D

OFFICE

305 A

B C

D

OFFICE

303

A B

C D

OFFICE

312 A

B C

D

OFFICE

310 A

B C

D

OFFICE

308 A

B C

D

OFFICE

306 A

B C

D

OFFICE

304

A B

C D

SERVICE ROOM

328

A B

C D

OFFICE

326 A

B C

D

OFFICE

324 A

B C

D

OFFICE

322 A

B C

D

OFFICE

320

A B

C D

OFFICE

313 A

B C

D

OFFICE

315 A

B C

D

OFFICE

317 A

B C

D

OFFICE

321 A

B C

D

OFFICE

323 A

B C

D

OFFICE

325 A

B C

D

OFFICE

327 A

B C

D

OFFICE

329 A

B C

D

CHAIR OFFICE

331 A

B C

D

STAFF

333

A B

C D

ADMIN

333A A

B C

D

ADMIN

337A A

B C

D

STAFF

337 A

B C

D

CHAIR OFFICE

339 A

B C

D

OFFICE

341 A

B C

D

OFFICE

343 A

B C

D

OFFICE

345 A

B C

D

OFFICE

347 A

B C

D

OFFICE

349 A

B C

D

OFFICE

351 A

B C

D

OFFICE

353 A

B C

D

OFFICE

355 A

B C

D

OFFICE

359 A

B C

D

OFFICE

361 A

B C

D

OFFICE

363 A

B C

D

OFFICE

365 A

B C

D

OFFICE

367 A

B C

D

OFFICE

369 A

B C

D

OFFICE

371

A B

C D

SOUTH STAIR

3011

A B

C D

MECHANICAL CHASE

3002

A B

C D

JANITOR

3003

A B

C D

ELEVATOR CORE

3004

A B

C D

IDF

3005

A B

C D

MENS RESTROOM

3006 A

B C

D

WOMENS RESTROOM

3007 A

B C

D

SHOWER

3008

A B

C D

MECHANICAL CHASE

3009

A B

C D

ELECTRICAL

3010 A

B C

D

OFFICE

390 A

B C

D

OFFICE

388 A

B C

D

OFFICE

386 A

B C

D

OFFICE

384 A

B C

D

OFFICE

382 A

B C

D

OFFICE

380 A

B C

D

OFFICE

378 A

B C

D

OFFICE

376 A

B C

D

OFFICE

374

A B

C D

OFFICE

370 A

B C

D

OFFICE

368 A

B C

D

OFFICE

366 A

B C

D

OFFICE

364 A

B C

D

OFFICE

362 A

B C

D

OFFICE

360

A B

C D

OFFICE

383 A

B C

D

OFFICE

381 A

B C

D

OFFICE

379 A

B C

D

OFFICE

377 A

B C

D

OFFICE

375 A

B C

D

OFFICE

373 A

B C

D

OFFICE

399 A

B C

D

OFFICE

398 A

B C

D

OFFICE

397 A

B C

D

OFFICE

396 A

B C

D

OFFICE

395 A

B C

D

OFFICE

393 A

B C

D

OFFICE

391 A

B C

D

OFFICE

389 A

B C

D

OFFICE

387 A

B C

D

OFFICE

385

A B

C D

OFFICE

356 A

B C

D

OFFICE

354 A

B C

D

OFFICE

352 A

B C

D

OFFICE

350 A

B C

D

OFFICE

348 A

B C

D

OFFICE

346 A

B C

D

OFFICE

344 A

B C

D

OFFICE

342 A

B C

D

OFFICE

340

A B

C D

SERVICE ROOM

338

A B

C D

LOBBY

301

A B

C D

CIRCULATION

300A

A B

C D

NOOK

358

A B

C D

CIRCULATION

300B

A B

C D

NOOK

319

A B

C D

CIRCULATION

300C

A B

C D

NOOK

357

A B

C D

NOOK

372

A B

C D

CIRCULATION

300D

A B

C D

KITCHENETTE

316A

PT-5 PT-8

M B

/ TB

PT-4

CG CG CG CG CG

CGCGCG CG

CGCGCG CG CG CG

PT -9

CG

B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1

B1 B1 B1

PT-7 PT-5 PT-8 PT-7 PT-5

CT-2

C T-

2

C T-

2

PT-9 P T-

2

2 3 4 5 6 7 8 9 10

A1

B1

D1

C1

1

CT-3FE-1

FE -4

PT-2

PT -4

PT -4

PT -4

A B

C D

NORTH STAIR

4001

A B

C D

MECHANICAL CHASE

4002

A B

C D

JANITOR

4003 A

B C

D

ELEVATOR CORE

4004

A B

C D

IDF

4005

A B

C D

M RESTROOM

4006 A

B C

D

W RESTROOM

4007 A

B C

D

SHOWER

4008

A B

C D

MECHANICAL CHASE

4009

A B

C D

ELECTRICAL

4010 A

B C

D

OFFICE

490

A B

C D

SOUTH STAIR

4011

A B

C D

CONFERENCE (MD)

402

A B

C D

OFFICE

404

A B

C D

OFFICE

403

A B

C D

OFFICE

406

A B

C D

OFFICE

405

A B

C D

OFFICE

408

A B

C D

OFFICE

407

A B

C D

OFFICE

410

A B

C D

OFFICE

409

A B

C D

OFFICE

412 A

B C

D

OFFICE

414

A B

C D

LOUNGE

416

A B

C D

OFFICE

415 A

B C

D

OFFICE

417 A

B C

D

OFFICE

419 A

B C

D

OFFICE

423

A B

C D

OFFICE

420

A B

C D

OFFICE

425

A B

C D

OFFICE

422

A B

C D

OFFICE

427

A B

C D

OFFICE

424

A B

C D

OFFICE

429

A B

C D

OFFICE

426

A B

C D

OFFICE

431

A B

C D

OFFICE

428

A B

C D

CHAIR OFFICE

433

A B

C D

SERVICE

430

A B

C D

STAFF

435

A B

C D

CONFERENCE (MD)

434

A B

C D

STAFF

437 A

B C

D

CHAIR OFFICE

439

A B

C D

SERVICE

440

A B

C D

OFFICE

441

A B

C D

OFFICE

442

A B

C D

OFFICE

443

A B

C D

OFFICE

444

A B

C D

OFFICE

445

A B

C D

OFFICE

446

A B

C D

OFFICE

447

A B

C D

OFFICE

448

A B

C D

OFFICE

449

A B

C D

OFFICE

450

A B

C D

OFFICE

451

A B

C D

OFFICE

452

A B

C D

OFFICE

453

A B

C D

OFFICE

454

A B

C D

OFFICE

455

A B

C D

OFFICE

456

A B

C D

OFFICE

459

A B

C D

OFFICE

460

A B

C D

OFFICE

461

A B

C D

OFFICE

462

A B

C D

OFFICE

463

A B

C D

OFFICE

464

A B

C D

OFFICE

465

A B

C D

OFFICE

466

A B

C D

OFFICE

467

A B

C D

OFFICE

468

A B

C D

OFFICE

469

A B

C D

OFFICE

470

A B

C D

OFFICE

471

A B

C D

OFFICE

474

A B

C D

OFFICE

473

A B

C D

OFFICE

476

A B

C D

OFFICE

475

A B

C D

OFFICE

478

A B

C D

OFFICE

477

A B

C D

OFFICE

480

A B

C D

OFFICE

479

A B

C D

OFFICE

482

A B

C D

OFFICE

481

A B

C D

OFFICE

484

A B

C D

OFFICE

483

A B

C D

OFFICE

486 A

B C

D

OFFICE

488

A B

C D

OFFICE

485 A

B C

D

OFFICE

487 A

B C

D

OFFICE

489 A

B C

D

OFFICE

491 A

B C

D

OFFICE

493 A

B C

D

OFFICE

495 A

B C

D

OFFICE

497 A

B C

D

OFFICE

498 A

B C

D

OFFICE

499

A B

C D

ADMIN

435A A

B C

D

ADMIN

437A

A B

C D

NOOK

472

A B

C D

NOOK

458

A B

C D

NOOK

457

A B

C D

CIRCULATION

400C

A B

C D

CIRCULATION

400B

A B

C D

NOOK

421

A B

C D

CIRCULATION

400A

A B

C D

KITCHENETTE

416A

A B

C D

LOBBY

401

A B

C D

CIRCULATION

400D

PT-5 PT-8

M B

/ TB

PT -9

CG CG CG

CGCGCG CG

CG CG

CG

CG CG CG CG

CG CGCG

CG CG CG

CG

B1 B1 B1

B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1

PT-4

PT-7 PT-5 PT-8 PT-7 PT-5 PT

-2 P T-

4

PT-9

CT-2

C T-

2

C T-

2

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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MRDDWL

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1/16″ = 1′-0″ FOURTH FLOOR WALL FINISH PLAN2

1

1

6

6

6

6

6

6

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

UP

2 3 4

5

A1

B1

D1

C1

1

A B

C D

ADVISORS AREA

103

A B

C D

RECEPTION

102A

A B

C D

WAITING

102

A B

C D

VESTIBULE

101

A B

C D

SNOW MELT RM

102B

A B

C D

VESTIBULE

1001A

A B

C D

CORRIDOR

100B

A B

C D

COUNSELOR OFFICER

103A

A B

C D

COUNSELOR OFFICER

103B A B

C D

COUNSELOR OFFICER

103C A

B C

D

STUDENT WORKERS

103D

A B

C D

STAFF SUPPORT

103E

A B

C D

ASSISTANT DIRECTOR

103F

A B

C D

DIRECTOR

103G

A B

C D

CONFERENCE ROOM

105

A B

C D

TRAINING ROOM

106

A B

C D

INTERVIEW ROOM

115

A B

C D

INTERVIEW ROOM

113

A B

C D

COORD

111

A B

C D

COORD

109

A B

C D

COORD

107

A B

C D

CORRIDOR

100C

A B

C D

MAIN LOBBY

100A

A B

C D

ADMISSION OFFICERS

119A

A B

C D

RECEPTION

117

A B

C D

MDF

1005A B

C D

ELEVATOR CORE

1004

A B

C D

JANITOR

1003A B

C D

LACTATION ROOM

110B A

B C

D

STORAGE

112

A B

C D

BREAK ROOM

110

A B

C D

NORTH STAIR

1001

A B

C D

VESTIBULE

114

A B

C D

CLOSET

106A

A8 13

A8 12

A8 1 3

A8 1 0

CT-6

TRZ

TRZ

FIELD

ACCENT1

FIELD

ACCENT2

CT-5

VCT-2

CPT-2

VCT-2

CPT-1

TRZ

WO

WO

WO

CONC

CONC

CPT-2

TRZ

ACCENT1

TRZ

ACCENT1

VCT-1

CT-6

TRZ

STRIPS ACCENT 2

CPT-2

A B

C D

ELEV EQUIP.

1002

CONC

6

6

CPT-1

CPT-1

6

6

FLOOR FINISHES

CPT-1

CARPET

CPT-2

CPT-3

CPT-4

CPT-5

CPT-6

CPT-7

CPT-8

CPT-9

CARPET INSTALLATION

QT QUARTER TURNED BA BRICK ASHLAR – TO RUN PERPENDICULAT TO CORRIDOR

WALLS, EXCEPT AS NOTED.

CARPET DIRECTION TO BE CONTINUOUS WITHIN A PATTERN UNLESS NOTED. DO NOT CHANGE DIRECTION AT DOORWAYS WITHOUT APPROVAL OF ARCHITECT. INSTALLER TO PROVIDE INSTALLATION DRAWING SHOWING CARPET TYPE, INSTALLATION DIRECTION, PATTERN DIRECTION AND TRANSITION STRIP LOCATIONS.

MANNINGTON ELEMENTAL BRIGHTS AND ELEMENTAL NEUTRALS TO BE INSTALLED BRICK ASHLAR UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES II INSTALLATION METHOD TBD.

MANNINGTON ELEMENTAL SOLIDS II TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES I TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SPATIAL PROGRESSIONS TO BE INSTALLED VERTICAL ASHLAR UNLESS NOTED.

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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tel 602.264.9731 dwlarchitects.com

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/2 01

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NEW SHEET 1

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

DN UP

UP

5 6 7 8 9 10

A1

B1

D1

A B

C D

ADMISSION OFFICERS

119B A

B C

D

ADMISSION OFFICERS

119C A

B C

D

ADMISSION OFFICERS

119D A

B C

D

ASST DIRECTOR

119E

A B

C D

DIRECTOR OFFICE

119F

A B

C D

STUDENT WORKERS

119G

A B

C D

WAITING LOBBY

119

A B

C D

RECEPTION

117

A B

C D

M RESTROOM

1006 A

B C

D

W RESTROOM

1007

A B

C D

GENDER NEUTRAL RR

1008

A B

C D

SERVICE ROOM

120 A

B C

D

ELECTRICAL

1010

A B

C D

STORAGE

122 A

B C

D

HEAT EXCHANGE ROOM

1009

A B

C D

SES

1012

A B

C D

AUDITORIUM

121

A B

C D

STORAGE

121A

A B

C D

MAIN STAIR

1013

A B

C D

SOUTH STAIR

1011

A B

C D

SNOW MELT RM

1013

A8 13

A8 12

A8 1 3

A8 1 2

CT-5 CT-5

CT-6 CPT-2

CT-5

CPT-1

CPT-9

VCT-2

VCT-2

CONC CONC CONC

VCT-2

CONC

WO CPT-2

66

6 CT-6

6

WO

FLOOR FINISHES

CPT-1

CARPET

CPT-2

CPT-3

CPT-4

CPT-5

CPT-6

CPT-7

CPT-8

CPT-9

CARPET INSTALLATION

QT QUARTER TURNED BA BRICK ASHLAR – TO RUN PERPENDICULAT TO CORRIDOR

WALLS, EXCEPT AS NOTED.

CARPET DIRECTION TO BE CONTINUOUS WITHIN A PATTERN UNLESS NOTED. DO NOT CHANGE DIRECTION AT DOORWAYS WITHOUT APPROVAL OF ARCHITECT. INSTALLER TO PROVIDE INSTALLATION DRAWING SHOWING CARPET TYPE, INSTALLATION DIRECTION, PATTERN DIRECTION AND TRANSITION STRIP LOCATIONS.

MANNINGTON ELEMENTAL BRIGHTS AND ELEMENTAL NEUTRALS TO BE INSTALLED BRICK ASHLAR UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES II INSTALLATION METHOD TBD.

MANNINGTON ELEMENTAL SOLIDS II TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES I TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SPATIAL PROGRESSIONS TO BE INSTALLED VERTICAL ASHLAR UNLESS NOTED.

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

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A813

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NEW SHEET 1

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

2 3 4 5

A1

B1

D1

C1

1

A B

C D

CLASSROOM

201 A B

C D

CLASSROOM

211 A

B C

D

CLASSROOM

221

A B

C D

STUDY

204 A

B C

D

STUDY

206 A

B C

D

STUDY

208 A

B C

D

STUDY

210 A

B C

D

DIRECTOR

212

A B

C D

STUDY

214 A

B C

D

CONFERENCE ROOM

216

A B

C D

STUDY

202 A

B C

D

STUDY

228

A B

C D

COURSE COORD

229 A B

C D

STOR

231

A B

C D

CIRCULATION

200A

A B

C D

GRAD ASST LOUNGE

244

A B

C D

IDF

2005

A B

C D

ELEVATOR CORE

2004 A

B C

D

JANITOR

2003A B

C D

MECHANICAL CHASE

2002 A

B C

D

STORAGE

223 A

B C

D

FACULTY OFFICE

225 A

B C

D

FACULTY OFFICE

227

A B

C D

NORTH STAIR

2001

A B

C D

CIRCULATION

200B A

B C

D

CLOSET

201A

A B

C D

CLOSET

221A

A B

C D

CLOSET

211A

A B

C D

CLOSET

201B

A8 15

A8 1 4

A8 1 5

A8 1 4

VCT-1

VCT-2

CPT-5

CPT-5CPT-5CPT-5CPT-5

CPT-6

CPT-3

CPT-5

CPT-4

CT-6 CPT-4 CPT-4

CPT-4 CPT-4 CPT-4

CPT-4 CPT-3

CPT-3 CPT-3

CPT-3

CT-5

CONC

CPT-4

CPT-6

FIELD

6 6

6

CPT-3CPT-4

CPT-4

CPT-4

BA 6

FLOOR FINISHES

CPT-1

CARPET

CPT-2

CPT-3

CPT-4

CPT-5

CPT-6

CPT-7

CPT-8

CPT-9

CARPET INSTALLATION

QT QUARTER TURNED BA BRICK ASHLAR – TO RUN PERPENDICULAT TO CORRIDOR

WALLS, EXCEPT AS NOTED.

CARPET DIRECTION TO BE CONTINUOUS WITHIN A PATTERN UNLESS NOTED. DO NOT CHANGE DIRECTION AT DOORWAYS WITHOUT APPROVAL OF ARCHITECT. INSTALLER TO PROVIDE INSTALLATION DRAWING SHOWING CARPET TYPE, INSTALLATION DIRECTION, PATTERN DIRECTION AND TRANSITION STRIP LOCATIONS.

MANNINGTON ELEMENTAL BRIGHTS AND ELEMENTAL NEUTRALS TO BE INSTALLED BRICK ASHLAR UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES II INSTALLATION METHOD TBD.

MANNINGTON ELEMENTAL SOLIDS II TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES I TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SPATIAL PROGRESSIONS TO BE INSTALLED VERTICAL ASHLAR UNLESS NOTED.

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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1/ 28

/2 01

5 1:

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A814

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NEW SHEET 1

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

DN

UP DN

5 6 7 8 9 10

A1

B1

D1

A B

C D

MATH CENTER

238

A B

C D

TESTING LAB

238A

A B

C D

TUTORIAL ROOM

236A

A B

C D

SPECIAL TESTING A

238B

A B

C D

CHECK-IN/ HELP DESK

236

A B

C D

STUDY

234 A

B C

D

STUDY

232 A

B C

D

STUDY

230

A B

C D

CIRCULATION

200C

A B

C D

STOR

231

A B

C D

LAB MGR OFFICE

233 A

B C

D

IT OFFICE

235 A

B C

D

TUTOR SPVR OFFICE

237

A B

C D

VENDING

240

A B

C D

CLOSET

242A

A B

C D

FACULTY LOUNGE

242 A

B C

D

GRAD ASST LOUNGE

244

A B

C D

M RESTROOM

2006

A B

C D

W RESTROOM

2007

A B

C D

MECHANICAL CHASE

2009

A B

C D

ELEC.

2010

A B

C D

SOUTH STAIR

2011

A B

C D

SPECIAL TESTING B

238C

A B

C D

COPY

236C

A8 15

A8 1 4

A8 1 5

A8 1 4

VCT-1

CT-6

CPT-3

CT-5 CT-5

CT-6

VCT-1

CPT-3 CPT-3

CPT-3

CPT-3

CPT-3 CPT-7

CPT-5 CPT-6

CONC

CPT-7 CPT-4

CPT-3

CPT-3

CPT-3

6 6

CPT-8CPT-3

6

QT QT QT QT QT QT

QT

6

6

QT BA

QT

BA

QT

QT

6

6

6 6

6

6

CPT-3 QT

CPT-3 QT

CPT-3 QT

6

6

6

FLOOR FINISHES

CPT-1

CARPET

CPT-2

CPT-3

CPT-4

CPT-5

CPT-6

CPT-7

CPT-8

CPT-9

CARPET INSTALLATION

QT QUARTER TURNED BA BRICK ASHLAR – TO RUN PERPENDICULAT TO CORRIDOR

WALLS, EXCEPT AS NOTED.

CARPET DIRECTION TO BE CONTINUOUS WITHIN A PATTERN UNLESS NOTED. DO NOT CHANGE DIRECTION AT DOORWAYS WITHOUT APPROVAL OF ARCHITECT. INSTALLER TO PROVIDE INSTALLATION DRAWING SHOWING CARPET TYPE, INSTALLATION DIRECTION, PATTERN DIRECTION AND TRANSITION STRIP LOCATIONS.

MANNINGTON ELEMENTAL BRIGHTS AND ELEMENTAL NEUTRALS TO BE INSTALLED BRICK ASHLAR UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES II INSTALLATION METHOD TBD.

MANNINGTON ELEMENTAL SOLIDS II TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES I TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SPATIAL PROGRESSIONS TO BE INSTALLED VERTICAL ASHLAR UNLESS NOTED.

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

39 :0

6 PM

A815

ENLARGED SECOND FLOOR FINISH PLAN – SOUTH

MRDDWL

1400.0008/06/2014

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60 11

100% CD PHASE 2

1/8″ = 1′-0″ SECOND FLOOR – FINISH PLAN – SOUTH1

NEW SHEET 1

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

2 3 4

5

A1

B1

D1

C1

1

A B

C D

LOUNGE

316

A B

C D

KITCHENETTE

316A

A B

C D

NORTH STAIR

3001

A B

C D

OFFICE

309 A

B C

D

OFFICE

307 A

B C

D

OFFICE

305 A

B C

D

OFFICE

303 A

B C

D

MECHANICAL CHASE

3002

A B

C D

JANITOR

3003 A B

C D

ELEVATOR CORE

3004 A

B C

D

IDF

3005

A B

C D

OFFICE

399

A B

C D

CONFERENCE (SM)

334

A B

C D

SERVICE ROOM

338

A B

C D

STAFF

337 A

B C

D

ADMIN

337A A

B C

D

ADMIN

333A A

B C

D

STAFF

333 A

B C

D

CHAIR OFFICE

331 A

B C

D

OFFICE

329 A

B C

D

OFFICE

327 A

B C

D

OFFICE

325 A

B C

D

OFFICE

323 A

B C

D

OFFICE

321 A

B C

D

NOOK

319 A

B C

D

OFFICE

317 A

B C

D

OFFICE

315 A

B C

D

OFFICE

313

A B

C D

OFFICE

320 A

B C

D

OFFICE

322 A

B C

D

OFFICE

324 A

B C

D

OFFICE

326 A

B C

D

SERVICE ROOM

328

A B

C D

OFFICE

304 A

B C

D

OFFICE

306 A

B C

D

OFFICE

308 A

B C

D

OFFICE

310 A

B C

D

OFFICE

312

A B

C D

CONFERENCE (LG)

302

A B

C D

LOBBY

301

A B

C D

CIRCULATION

300A

A B

C D

CIRCULATION

300B

A8 17

A8 1 6

A8 1 7

A8 1 6

CPT-7

CONC VCT-2

CT-5

CPT-5 CPT-8

CPT-5

CPT-6

CPT-5

CPT-6

CPT-8 CPT-8

CPT-6

CPT-7

CPT-8

CPT-5

CPT-8

CPT-5

CPT-6

CPT-7

CPT-8

CPT-7

CPT-4CPT-5

CPT-8CPT-8

CPT-5

CPT-8

CPT-6 CPT-7

CPT-3

VCT-1

CPT-3 CPT-3

CPT-3

CPT-7

6

FLOOR FINISHES

CPT-1

CARPET

CPT-2

CPT-3

CPT-4

CPT-5

CPT-6

CPT-7

CPT-8

CPT-9

CARPET INSTALLATION

QT QUARTER TURNED BA BRICK ASHLAR – TO RUN PERPENDICULAT TO CORRIDOR

WALLS, EXCEPT AS NOTED.

CARPET DIRECTION TO BE CONTINUOUS WITHIN A PATTERN UNLESS NOTED. DO NOT CHANGE DIRECTION AT DOORWAYS WITHOUT APPROVAL OF ARCHITECT. INSTALLER TO PROVIDE INSTALLATION DRAWING SHOWING CARPET TYPE, INSTALLATION DIRECTION, PATTERN DIRECTION AND TRANSITION STRIP LOCATIONS.

MANNINGTON ELEMENTAL BRIGHTS AND ELEMENTAL NEUTRALS TO BE INSTALLED BRICK ASHLAR UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES II INSTALLATION METHOD TBD.

MANNINGTON ELEMENTAL SOLIDS II TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES I TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SPATIAL PROGRESSIONS TO BE INSTALLED VERTICAL ASHLAR UNLESS NOTED.

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

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1 PM

A816

ENLARGED THIRD FLOOR – FLOORING FINISH PLAN – NORTH

MRDDWL

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100% CD PHASE 2

1/8″ = 1′-0″ THIRD FLOOR – FLOORING FINISH PLAN – NORTH1

NOTE: FOURTH FLOOR FLOOR PATTERN SIMILAR

NEW SHEET1

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

UP DN

5 6 7 8 9 10

A1

B1

D1

A B

C D

OFFICE

399

A B

C D

OFFICE

398 A

B C

D

OFFICE

397 A

B C

D

OFFICE

396 A

B C

D

OFFICE

395 A

B C

D

OFFICE

393 A

B C

D

OFFICE

391 A

B C

D

OFFICE

389 A

B C

D

OFFICE

387 A

B C

D

OFFICE

385

A B

C D

NOOK

358

A B

C D

OFFICE

383 A

B C

D

OFFICE

381 A

B C

D

OFFICE

379 A

B C

D

OFFICE

377 A

B C

D

OFFICE

375 A

B C

D

OFFICE

373

A B

C D

NOOK

372

A B

C D

OFFICE

370 A

B C

D

OFFICE

368 A

B C

D

OFFICE

366 A

B C

D

OFFICE

364 A

B C

D

OFFICE

362

A B

C D

OFFICE

360

A B

C D

OFFICE

356A B

C D

OFFICE

354A B

C D

OFFICE

352 A

B C

D

OFFICE

350 A

B C

D

OFFICE

348 A

B C

D

OFFICE

346 A

B C

D

OFFICE

344 A

B C

D

OFFICE

342 A

B C

D

OFFICE

340 A

B C

D

SERVICE ROOM

338

A B

C D

CHAIR OFFICE

339 A

B C

D

OFFICE

341 A

B C

D

OFFICE

343 A

B C

D

OFFICE

345 A

B C

D

OFFICE

347 A

B C

D

OFFICE

349 A

B C

D

OFFICE

351 A

B C

D

OFFICE

353 A

B C

D

OFFICE

355 A

B C

D

NOOK

357 A

B C

D

OFFICE

359 A

B C

D

OFFICE

361 A

B C

D

OFFICE

363 A

B C

D

OFFICE

365 A

B C

D

OFFICE

367 A

B C

D

OFFICE

369 A B

C D

OFFICE

371

A B

C D

SOUTH STAIR

3011

A B

C D

OFFICE

374 A

B C

D

OFFICE

376 A

B C

D

OFFICE

378 A

B C

D

OFFICE

380 A

B C

D

OFFICE

382 A

B C

D

OFFICE

384 A

B C

D

OFFICE

386 A

B C

D

OFFICE

388 A

B C

D

OFFICE

390

A B

C D

ELECTRICAL

3010

A B

C D

MECHANICAL CHASE

3009

A B

C D

SHOWER

3008

A B

C D

WOMENS RESTROOM

3007

A B

C D

MENS RESTROOM

3006

A B

C D

CIRCULATION

300D

A B

C D

CIRCULATION

300C

A8 17

A8 1 6

A8 1 7

A8 1 6

CT-6

CT-5CT-5

VCT-2 CT-7

CPT-5 CPT-7 CPT-4

CPT-5 CPT-7

CPT-5

CPT-6

CPT-7

CPT-8

CPT-6CPT-7CPT-5CPT-8CPT-5CPT-6CPT-7

CPT-5

CPT-6

CPT-5

CPT-7

CPT-5

CPT-6

CPT-7 CPT-8

CPT-8

CPT-6CPT-7CPT-5

CPT-8

CPT-6CPT-7

CPT-8

CPT-5

CPT-8

CPT-5

CPT-8 CPT-8CPT-8CPT-8

CPT-8.

CPT-3 CPT-3

CPT-3

CPT-3

CPT-3 CPT-3

CPT-3

FLOOR FINISHES

CPT-1

CARPET

CPT-2

CPT-3

CPT-4

CPT-5

CPT-6

CPT-7

CPT-8

CPT-9

CARPET INSTALLATION

QT QUARTER TURNED BA BRICK ASHLAR – TO RUN PERPENDICULAT TO CORRIDOR

WALLS, EXCEPT AS NOTED.

CARPET DIRECTION TO BE CONTINUOUS WITHIN A PATTERN UNLESS NOTED. DO NOT CHANGE DIRECTION AT DOORWAYS WITHOUT APPROVAL OF ARCHITECT. INSTALLER TO PROVIDE INSTALLATION DRAWING SHOWING CARPET TYPE, INSTALLATION DIRECTION, PATTERN DIRECTION AND TRANSITION STRIP LOCATIONS.

MANNINGTON ELEMENTAL BRIGHTS AND ELEMENTAL NEUTRALS TO BE INSTALLED BRICK ASHLAR UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES II INSTALLATION METHOD TBD.

MANNINGTON ELEMENTAL SOLIDS II TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SYLVAN STRUCTURES I TO BE INSTALLED QUARTER TURNED UNLESS NOTED.

MANNINGTON SPATIAL PROGRESSIONS TO BE INSTALLED VERTICAL ASHLAR UNLESS NOTED.

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

39 :1

7 PM

A817

ENLARGED THIRD FLOOR- FLOORING FINISH PLAN – SOUTH

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

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AZ 8

60 11

100% CD PHASE 2

1/8″ = 1′-0″ THIRD FLOOR – FLOORING FINISH PLAN – SOUTH1

NOTE: FOURTH FLOOR FLOOR PATTERN SIMILAR

NEW SHEET 1

6 6

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

7 8

A1

B1

2 A501

3 A857

SIM.

4 A857

SIM.

2 A857

SIM.

11 A857

12 A050

A818 2

1 A857

SIM.

4 A857

SIM.

4 A857

SIM.

5 A857

2′ –

0″ 2′

– 0″

2′ –

1″ 2′

– 0″

2′ –

0″ 2′

– 2″

2′ –

0″ 2′

– 0″

3′ –

4″ 1′

– 11

6

A751 6

4″

9 A819

8 A819

11″ 8′ – 2″ 5′ – 0″ 8′ – 0″ 5′ – 0″ 8′ – 7″ 11″

3′ –

0″

A1

8″

4′ – 6″

4″ REINFORCED CONCRETE SLAB ON STYROFOAM BLOCKS

A857 3

A857 4 SIM. A857

2 SIM. A857 11 SIM.

A857 7 TYP.

3 6

2′ – 0″

1′ – 4″ 8″

A818 6 SIM.TYP.

12′ – 10″13′ – 0″14′ – 6″

A819 10

6 P1

12′ – 0″ 11′ – 6″ 12′ – 0″

5/8″ / 12″ 1 1/2″ / 12″1 1/2″ / 12″ 8″6

PROJECTOR SCREEN

8

R AM

P D

O W

N 1

/1 2

STEP DN 8″

STRUCTURAL STEEL COLUMN REFER TO STRUCTURAL FOR SIZE AND LOCATION

INTUMESCENT FIREPROOFING PAINT PER UL DESIGN X649.

11 ”

8′ –

0″ 11

HANDRAIL TO CLEAR COL. START AT TOP OF RAMP AND RETURN AT BOTTOM

3

3 3″ rad.

6

5 A818

1′ – 11″3′ – 0″4″3′ – 0″

4′ –

6″

3′ – 5″

6 A818

7 A818

POST RETURN TO SLAB TYP. EACH END

B1

3′ –

0″

6″

4′ – 0″ 4′ – 0″

SMOOTH 1-1/2″ ROUND PIPE

CORE DRILL HOLES FOR RAIL POST INTO SLAB

DECORATIVE PANEL BEYOND

ACOUSTIC PANEL BEYOND

STRUCTURAL COLUMN

5 A857

6″ 2′

– 6″

11″

11″

3′ –

0″

7 A818

2′ –

0″

10′ – 0″

SLAB EDGE MAX 4″ TO4′ – 9″

LANDING MIN. 11″ AT

2′ –

0″STEP MIN. 4″ AT

CORE AND EPOXY POST TO SLABCORE AND

EPOXY POST TO SLAB T

O P

O F

PO ST

1′ –

10 ”

2′ –

0″

1″1″1″ 1-1/2″ PAINTED PIPE RAIL

1/2″ PAINTED BRACKET CENTERED ON HANDRAIL

VA R

IE S

1″ DIA. POST PAINTED TO MATCH RAIL

CORE AND EPOXY POST TO SLAB

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

39 :2

6 PM

A818

AUDITORIUM ENLARGED FINISH FLOOR PLAN AND DETAILS

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/4″ = 1′-0″ ENLARGED PLAN – AUDITORIUM & SES1

1/4″ = 1′-0″ AUDITORIUM PIPE RAIL AT WALL3

1/4″ = 1′-0″ TRANSVERSE SECTION – AUDITORIUM FLOOR FRAMING4

1

1/2″ = 1′-0″ ENLARGED PLAN – AUDITORIUM RAMP2

1

1

1/2″ = 1′-0″ AUDITORIUM GUARDRAIL ELEVATION AT COLUMN5

6

1/2″ = 1′-0″ TYP. LOW GUARDRAIL AT RAMP6 1 1/2″ = 1′-0″

TYP. LOW GUARDRAIL CORNER POST7

6

6

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 6 ASI #3 01/20/15

 

 

7 8

WALL A

P1 P2 P4 P3 P2P1 P1 P4 P3

P2

P4P3 P1 P4 P4 P3 P1 P4

P3

P1 P2 P4 P3 P1 P4 P3 P1

1′ – 7″ 1′ – 3″ 1′ – 10″ 2′ – 0″ 1′ – 7″ 1′ – 8″ 1′ – 3″ 1′ – 10″ 1′ – 10″ 2′ – 3″ 1′ – 7″ 1′ – 10″ 1′ – 6″ 1′ – 4″ 1′ – 10″ 2′ – 1″ 1′ – 5″ 1′ – 10″ 2′ – 5″ 1′ – 10″1′ – 2″ 2′ – 2″ 1′ – 10″ 1′ – 10″ 1′ – 10″ 1′ – 6″

1′ – 2″

3″ 3″

P4

7 1/

2″ 5″

10 A819

9″

10 A819

SIM.

6

309 309

B1

WALL B

FEC

P2 P4 P1 P3P4 P1 P4 P2 P1P1 P1P2 P1P4 P4 P3 P2 P1

208

135

208 208

P1

4

4 4 4

AF F

18 ”

30 ”

48 ”

AF F

18 ”

38 ”

48 ”

48 ”

48 ”

3″ 3″ 3″3″ 3″ 3″

P4

3″

P4 P4 P3 P4

1′ – 0″1′ – 6″1′ – 2″ 2′ – 8″ 11″ 1′ – 0″1′ – 2″1′ – 5″1′ – 4″1′ – 4″ 3′ – 0″ 3′ – 0″ 1′ – 8″

1′ – 2″

11″ 3′ – 2″ 2′ – 10″ 1′ – 3″1′ – 4″ 1′ – 2″

W1

W2

W4

W3

W4

COORDINATE OPENING IN WOOD PANELS FOR TV SCREEN MOUNTING BRACKET AND POWER/DATA OUTLETS

NOTE: COORDINATE WALL OUTLETS AND HANDRAIL MOUNTING BRACKETS TO BE INSTALL IN BETWEEN PANELS

307 307 307

666

9 A819

8 A819

6

68 1

/2 ”

68 1

/2 ”

EQ EQ EQ EQ EQ EQ

58 1

/2 ”

78

WALL C

FE1

165

MECHO SHADES

W7

W6 W4 W4 W4

W5W5W5

W4 W4 W4 W4 W4 W4 W6

W7 W5

W4

W7 W7

W8W8

W9

W10W6

MITER WOOD PANELS FOR INSIDE AND OUTSIDE CORNERS

W4

5 A751

SIM. 5 A751

SIM. 5 A751

SIM.

6 A751

SIM. 6 A751

SIM. 6 A751

SIM.

4 A751

TYP.

7 A751

7 A751

7 A751

A1 B1

WALL D

P1 P2 P3 P4 P1 P4

W3

P1 P4 P1 P3 P1 P2

W2

P2 P4 P3 P4 P1 P4 P1 P4

W1

P1 P4 P2

208

135

208 208

4

307 307 307

4 4 4

48 ”

48 ”

48 ”

30 ”

AF F

18 ”

48 ”

38 ”

AF F

18 ”

3″

P4

3″ 3″ 3″ 3″ 3″ 3″

1′ – 6″ 1′ – 4″1′ – 4″1′ – 3″ 3′ – 0″ 3′ – 0″ 11″1′ – 2″ 2′ – 8″ 1′ – 2″1′ – 6″1′ – 0″3′ – 0″ 3′ – 0″ 1′ – 4″1′ – 4″1′ – 5″1′ – 2″

1′ – 0″

11″

W4 W4

NOTE: COORDINATE WALL OUTLETS AND HANDRAIL MOUNTING BRACKETS TO BE INSTALL IN BETWEEN PANELS

COORDINATE OPENING IN WOOD PANELS FOR TV SCREEN MOUNTING BRACKET AND POWER/DATA OUTLETS

3′ –

0″ 3′ –

0″ 3′ –

0″

3′ –

0″

9 A819

SIM.

6 6 6

6

68 1

/2 ”

68 1

/2 ”

BACK TO BACK SPACING

SEE PLAN FOR

PLAN SEE

SEATING

MOUNT SEATING TO CONCRETE SLAB FLOOR

17 3

/4 ”

35 5

/8 ”

24 ”

4

GENERAL AUDITORIUM PANEL NOTES WALLS SHALL BE FIELD VERIFIED FOR HEIGHT AND WIDTH

ALL ACOUSTICAL AND WOOD PANELS TO BE OFFSET 1/2″ FROM FINISHED CEILING AND 1/2″ OFFSET FROM FINISHED BASE

WOOD PANELS TO BE BUTT JOINT WITH CONTINUOUS PATTERN FROM PANEL TO PANEL

ON WALL C – BOTTOM WOOD PANELS SHALL ALIGN WITH BOTTOM OF WINDOW SILL

1.

2.

3.

4.

A1

W12

W11

W13

WALL C 1′

A1

W12

W11

W13

WALL C 2′

55″ MONITOR

PAINTED STEEL HANDRAIL W/ 5/8″ STEEL BRACKET MOUNTED TO WOOD PANEL

W2 WOOD PANEL PER FINISH SCHEDULE PROVIDE SOLID 2X BLOCKING

M IN

. 6″ ACOUSTIC PANEL

3 3/4″

M AX

1 1/

2″

GYP. BD. PER WALL TYPE

PAINTED STEEL HANDRAIL W/ 5/8″ STEEL BRACKET MOUNTED TO GYP. BD

MIN. 1 1/2″

PROVIDE SOLID 2X BLOCKING

7 1/

2″ 5″

PROJECTOR SUPPORT

COORDINATE OPENING WITH A/V

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

39 :4

0 PM

A819

AUDITORIUM INTERIOR ELEVATIONS AND DETAILS

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/4″ = 1′-0″ AUDITORIUM 121

1/4″ = 1′-0″ AUDITORIUM 121 (CONT)

1″ = 1′-0″ AUDITORIUM SEATING MOUNTS5

AUDITORIUM ACOUSTIC PANEL SCHEDULE

Family Type Mark PANEL WIDTH

ACOUSTIC PANEL P1 1′ – 0″ ACOUSTIC PANEL P2 9″ ACOUSTIC PANEL P3 1′ – 6″ ACOUSTIC PANEL P4 6″ Wood Panel W1 4′ – 0″ Wood Panel W2 4′ – 0″ Wood Panel W3 4′ – 0″ Wood Panel W4 4′ – 0″ Wood Panel W5 3′ – 11 7/8″ Wood Panel W6 2′ – 0″ Wood Panel W7 2′ – 0″ Wood Panel W8 2′ – 0″ Wood Panel W9 2′ – 8″ Wood Panel W10 2′ – 8″ Wood Panel W11 2′ – 4 3/8″ Wood Panel W12 2′ – 6″ Wood Panel W13 2′ – 6″

KEYNOTE LEGEND 135 PAINTED STEEL PIPE HANDRAIL 165 STOREFRONT SYSTEM, SEE STOREFRONT SHEDULE A704 208 FLAT SCREEN MONITOR 307 WALL MOUNTED LIGHT FIXTURE. 309 PROJECTOR OPENING. COORDINATE LOCATION WITH A/V

4

1/4″ = 1′-0″ AUDITORIUM 121 (CONT.)

6

6

6

6

1 1/2″ = 1′-0″ HANDRAIL /MONITOR DETIAL9

6

1 1/2″ = 1′-0″ HANDRAIL AT ACOUSTIC PANEL8

6

1/2″ = 1′-0″ AUDITORIUM PROJECTOR NICHE10

6

No. Description Date

4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

WALL C 200120PT-1 WALL C

12b 3634

19b

(2) 2w 3030

1w 1630

LM-4

LM-3

LM-4

AD A

M AX

. 34

6

6

WALL D

(2) 8b 2934

7b 1634

19b

9w

(3) 8w 2930

AD A

M AX

. 34

WALL A

15b 1834

12b 3434

(3) 8b 3234

19b

1w 1830

2w 3430

(3) 2w 3230

2w 2530

9w

LM-4

LM-3

LM-4

AD A

M AX

. 34

6

6

5

WALL A

(3) 8b 3234

12b 3434

15b 1834

(3) 2w 3230

2w 3430

1w 1830

2w 2530

LM-4

LM-3

LM-4

AD A

M AX

. 34

6

6

WALL D

(2) 2b 3234

15b 1834

(2) 2b 3634

4′ – 0″ 4′ – 0″

3f 4884

3f 4884

1′ –

6″ 7′

– 0″

AV EQUIPMENT – COODINATE FOR SPACE REQUIREMENTS

OPEN

EQ EQ

208

LM-4

LM-3

AD A

M AX

. 34

6

WALL C

19b

9w

(3) 8b 3334

12b 3434

15b 1534

(3) 2w 3330

2w 3430

1w 1530

2w 2430

LM-4

LM-3

LM-4

AD A

M AX

. 34

6

6

4″

EQ.

(6) 2b 3434

15b 1434

EQ EQ

208

EQ.

LM-3

LM-4

AD A

M AX

. 34

6

WALL D

3f 4884

3f 4884

(4) 2b 3434

15b 1734

1′ –

6″ 7′

– 0″

4′ – 0″ 4′ – 0″

AV EQUIPMENT – COODINATE FOR SPACE REQUIREMENTS

OPEN

EQ EQ

6′ –

0″

208

LM-4

LM-3

AD A

M AX

. 34

6

WALL B

3f 4884

15b 1734

(4) 2b 3434

4′ – 0″ 4′ – 0″

7′ –

0″ 1′

– 6″

AV EQUIPMENT – COODINATE FOR SPACE REQUIREMENTS

OPEN

6′ –

0″

EQ EQ

208

LM-3

LM-4

AD A

M AX

. 34

6

3

AV EQUIPMENT – COODINATE FOR SPACE REQUIREMENTSWALL A

(7) 2b 3634

6′ –

0″

EQ EQ

208

OPEN LM-4

LM-3

AD A

M AX

. 34

6

3

D1

A B

C D

STORAGE

112

A B

C D

LACTATION ROOM

110B A

B C

D

BREAK ROOM

110

A B

C D

CORRIDOR

100B

7′ – 6″

18″ MIN.

FM

SPT

SD

CH

CH

CH

CH

CH

A854 7

119

235

236

WALL BWALL A WALL C WALL D

8′ – 0″

30″

78 ”

42 ”

30 ”

CH CH CH

CH CH

233 232

OPEN

34″18″ 6′ – 3″

AD A

M AX

. 34

SPT SD LM-4 LM-3

231

230

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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100% CD PHASE 2

1/4″ = 1′-0″ BREAK ROOM 110

1/4″ = 1′-0″ KITCHENETTE 110A

1/4″ = 1′-0″ FACULTY LOUNGE 242

1/4″ = 1′-0″ ASSISTANT LOUNGE 244

1/4″ = 1′-0″ CONFERENCE (LG) 302

1/4″ = 1′-0″ KITCHENETTE 316A

1/4″ = 1′-0″ KITCHENETTE BUFFET COUNTER

1/4″ = 1′-0″ CONCFERENCE ROOM (MD) 402

1/4″ = 1′-0″ CONFERENCE ROOM (MD) 434

1

1

1/4″ = 1′-0″ CONFERENCE ROOM 105

1

1

1

1

1

1

1

11

KEYNOTE LEGEND 119 CASEWORK 120 2-TIER LOCKERS 200 HANDICAPPED LOCKER 208 FLAT SCREEN MONITOR 230 MICROWAVE 231 UNDERCOUNTER REFRIGERATOR w/ FREEZER 232 FULL-LENGTH MIRROR 233 BULLETIN BOARD, N.I.C. 234 FURNITURE, N.I.C. 235 UNDERCOUNTER SUPPORT BRACKETS AT 4′-0″ O.C. MAX. 236 ADDITIONAL STUDS @ EACH COUNTER SUPPORT

1 1

1

1

1

1 1

1

3 3 3

3 3

3

3

3

3

1/4″ = 1′-0″ LACTATION ROOM 110B

6

6

6

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 6 ASI #3 01/20/15

 

 

B1

WALL B

EQ EQ

5′ –

6″

208

TRB

FE3

3/8″ ALUMINUM REVEAL

1

2 3 4

FIRST FLOOR

5″ 2′

– 3″

5″ 2′

– 10

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

CT-5

CT-5

ELEVATOR CORE – FE1 FINISHELEVATOR CORE – FE1 FINISH

ELEVATOR CORE – FE1 FINISH

ELEVATOR CORE – FE1 FINISH

ELEVATOR CORE – FE1 FINISH

A8 32

A8 3 1

A83 1 A83 2

2′ –

6″ AR

TW O

R K

AR EA

4′ –

8″ 2′

– 6″

AR TW

O R

K AR

EA 4′

– 8″

2″ WIDE “NEEDLE” ARTWORK – TYPICAL

2′ –

6″ AR

TW O

R K

AR EA

4′ –

8″ 2′

– 6″

AR TW

O R

K AR

EA 4′

– 8″

WALL A

FE1 TYP. ALL FLOORS

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

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PROJECT NUMBER:DATE:

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C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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100% CD PHASE 2

1/4″ = 1′-0″ MAIN LOBBY 100A

1/4″ = 1′-0″ CORRIDOR – EAST ELEVATION

NEW SHEET

1

KEYNOTE LEGEND 208 FLAT SCREEN MONITOR

1/4″ = 1′-0″ MAIN LOBBY 100A ELEVATOR WALL

1

No. Description Date

1 Review Comments 08/06/14

 

 

5 6 7

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

CT-5

CT-5

CT-5

CT-5

A8 32

A8 3 1

A83 1 A83 2

2″ WIDE “NEEDLE” ARTWORK – TYPICAL

A8 33

A8 3 2

A83 2 A83 3

AR TW

O R

K AR

EA 4′

– 8″

2′ –

6″ 2′

– 6″

AR TW

O R

K AR

EA 4′

– 8″

AR TW

O R

K AR

EA 4′

– 8″

AR TW

O R

K AR

EA 4′

– 8″

2′ –

6″ 2′

– 6″

WALL A

A1

WALL B WALL C

A1

WALL D

EQEQ

6′ –

0″

208

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

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C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

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A M

A832

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1/4″ = 1′-0″ CORRIDOR – EAST ELEVATION (CONT) NEW SHEET

1

1/4″ = 1′-0″ CONFERENCE ROOM 216

1

No. Description Date

1 Review Comments 08/06/14

 

 

7 8 9 10

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

MATH CENTER 238

2″ WIDE “NEEDLE” ARTWORK – TYPICAL

A8 33

A8 3 2

A83 2 A83 3

AR TW

O R

K AR

EA 4′

– 8″

2′ –

6″

4′ –

8″ 2′

– 6″

AR TW

O R

K AR

EA 4′

– 8″

2′ –

6″

8 9 10

WALL A

RMB N.I.C. RMB N.I.C. RMB N.I.C. RMB N.I.C. RMB N.I.C.

PWB PWB

12′ – 0″12′ – 0″

3/8″ DRYWALL REVEAL ABOVE AND BELOW TYP. BY CONTRACTOR

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

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C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

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NEW SHEET

1 1/4″ = 1′-0″ CORRIDOR – EAST ELEVATION (CONT.)

1/4″ = 1′-0″ MATH CENTER 238

1

No. Description Date

1 Review Comments 08/06/14

 

 

WALL A WALL D

2

OPEN

WALL A

A1B1

WALL B

OPEN

GYP-C GYP-A

WALL A

A1

WALL B

6

WALL C

WD-4

FE-1

RB

B1D1

WALL B

RB

3/8″ REVEAL

FE4

OPEN

B1 RMB N.I.C.

PWBWALL B

12′ – 0″

B1 D1

WALL D

12′ – 0″

PWB RMB N.I.C.

3/8″ DRYWALL REVEAL TYP ABOVE AND BELOW RMB BY CONTRACTOR

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

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NEW SHEET

1

1/4″ = 1′-0″ WAITING 102

1/4″ = 1′-0″ ADVISORY AREA 103

1/4″ = 1′-0″ WAITING LOBBY 119

KEYNOTE LEGEND

1/4″ = 1′-0″ CIRCULATION 200A

1

1

1

1/4″ = 1′-0″ MATH CENTER 238 (CONT)

1

No. Description Date

1 Review Comments 08/06/14

 

 

56

WALL C

3/8″ DRYWALL REVEAL ABOVE AND BELOW WB (TYP) – SUPPLIED BY CONTRACTOR

APPLIED WB N.I.C.

4′ –

0″

7′ –

0″

WALL B (TYP)

A1

WALL B

WALL B

FE5

RB

3/8″ ALUMINUM REVEAL TYP.

WALL D

5′ – 0″

6′ –

0″

208

WALL B

FE6

RB

3/8″ ALUMINUM REVEAL TYP.

WALL D

5′ – 0″

208

4

WALL A

4′ –

0″ 3′

– 0″

RMB N.I.C.

WALL C

RMB N.I.C.

B1

WALL B 3/8″ DRYWALL REVEAL TYP WALLS A, B, C RMB N.I.C.

B1

WALL D RMB N.I.C.APPLIED MB

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

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C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

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tel 602.264.9731 dwlarchitects.com

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20 14

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1/4″ = 1′-0″ STUDY 228 (230, 232 & 234)

1/4″ = 1′-0″ STUDY 234

NEW SHEET

1

KEYNOTE LEGEND 208 FLAT SCREEN MONITOR

1/4″ = 1′-0″ LOBBY 301

1/4″ = 1′-0″ LOBBY 401

1/4″ = 1′-0″ CLASSROOM 221

1/4″ = 1′-0″ CLASSROOM 221 (CONT)

1

1

1 1

No. Description Date

1 Review Comments 08/06/14

 

 

23

3/8″ DRYWALL REVEAL OPPOSITE STRUCTURAL COLUMNS IN HALLWAY TYP. FOR EAST HALLWAY ON THIRD AND FOURTH FLOOR

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

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C

KEY:

08/ 06/

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SHEET NUMBER:

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2333 N. Central Ave. Phoenix, AZ 85004

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1/4″ = 1′-0″ EAST CORRIDOR 300A

NEW SHEET

1

1

No. Description Date

1 Review Comments 08/06/14

 

 

6

B1

A850

5

24

SOLID SURFACE COUNTERTOP AND FACE

6

13 ‘ –

7 7

/8 ”

2″

6 A853

SIM.

2 A853

P8

1’ –

5″ 10

‘ – 0

” 1’

– 5″

12 ‘ –

1 0″

FE-3

FE-3

FE-3

FE-3

A8507

10 A853

A850 3

A850

8

3′ – 0″

OPEN BELOW

A850

9

2′ –

6″

7′ – 2″ 2′ – 1″

5′ – 8″

2″

2″

2′ – 10″

2′ – 6″4″

10 ”

10″

8′ –

1″ 2′

– 6″

4″

12′ – 10″

10″ 12′ – 0″ 11″

6 A853

SIM.

10 ”

3′ –

0″2′ –

6″ 6″

2′ –

6″

STRUCTURAL COL. W/ INTUMESCENT PAINT

WALL MOUNTED MONITORS

BUILT-IN CASEWORK SEE ELEVATIONS

SIDE ACCESS ADA COUNTERTOP

STEEL SUPPORT BELOW COUNTER

6

SOLID SURFACE COUNTERTOP AND FACE SS-1

SS-1

WD-2

SSB

WD-1

10 A853

8″ 2′

– 10

8″

2″

2″

2′ –

6″ 8″

4″

3′ –

6″

2′ – 6″8′ – 6″2′ – 6″

6

FIRST FLOOR 0″

P8 A853

6 SIM.

10 ”

2′ –

8″

SSB

SSB

10 A853

SIM.

P8

12′ – 9″ 2′ – 7″ 2′ – 1″

3′ –

0″

6″ 3′

– 0″

6″

3′ –

6″

2″ 2″

5″

2″

2″

4″ 8″

2′ –

6″

2″ 7″

2″

10″

FIRST FLOOR 0″

A853 6 SIM.

SS-2

WD-1

4′ – 6″ 10″

2′ –

6″ 8″

4″

3′ –

6″

2″ 7″

2″

2″

2″

5′ – 2″ WD-1

2 A853

8′ –

0″

6″

1′ – 5″ 10′ – 0″ 1′ – 5″

3′ –

6″ 4′

– 6″

FE-3

WD-4

SSB

FE-3

208 16

A854

16 A854

4

4

3′ – 0″3′ – 5″3′ – 5″3′ – 0″

12′ – 10″

208 17

A854

TYP.

6

17 A854

TYP.

SILESTONE SOLID SURFACE TOP

TYP. 1/4″ REVEAL SUBSTRATE PAINTED BLACK

WD-1

MITERED CORNERS CUT FROM SAME MATERIAL FOR CONTINUOUS FINISH CORNER TYP.

6 6 6 6 6

STRUCTURAL COL. BEYOND

4″ 8″

2′ –

6″

1′ –

0″ 2′

– 6″

3′ –

6″

2″

REAR WALL BEYOND REAR WALL BEYOND

WD-2

2″

2 A853

2′ –

0″ 3′

– 0″

3′ –

0″

1′ – 7″ 9′ – 8″ 1′ – 7″

16 A854

16 A854

4

4

3′ – 1″ 3′ – 4″ 3′ – 4″ 3′ – 1″

17 A854

TYP. 6

P8

WD-4

FIRST FLOOR 0″

6

3′ –

6″

11″ 12′ – 9″

WD-2

WD-1

SS-2

WD-2WD-2

3′ – 6″ 5′ – 8″ 3′ – 7″

4″ 8″

2′ –

6″

2″

2″

A853 6 SIM.

3′ –

6″

FIRST FLOOR 0″

3′ –

6″ADA COUNTER OPEN WHERE SHOWN

WD-2

SS-2

WD-1

2′ –

10 ”

8″

3′ – 0″

SS-2

10″

2″

5/8″1 1/2″

TIVOTAPE LIGHT STRIP MOUNTED TO PLYWOOD SUBTOP SEE ELECTRICAL DWGS FOR LOCATIONS

SS-2

1/2″ PLYWOOD

WD-2 WD-1

3/ 8″

1/ 2″

15/16″ 3 1/2″ 3″ 3 1/2″

0′ – 2″ 2″ WOOD FRAME SUPPORT

1 1/

2″

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

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1/2″ = 1′-0″ RECEPTION COUNTER – ADMISSIONS1

1/2″ = 1′-0″ ADMISSIONS COUNTER – EMPLOYEE SIDE NORTH4

1/2″ = 1′-0″ ADMISSIONS COUNTER- EMPLOYEE SIDE EAST5

1/2″ = 1′-0″ ADMISSIONS COUNTER – EMPLOYEE SIDE WEST6

1/2″ = 1′-0″ ADMISSIONS COUNTER – REAR WALl RECEPTION SIDE2

1

1/2″ = 1′-0″ ADMISSIONS CLIENT SIDE WEST3

1/2″ = 1′-0″ ADMISSIONS COUNTER – SOUTH SIDE7 1/2″ = 1′-0″

ADMISSIONS DESK CLIENT SIDE NORTH8

1/2″ = 1′-0″ ADMISSIONS ADA COUNTER9

3″ = 1’-0″ RAISED COUNTER DETAIL10

6

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

SOLID SURFACE COUNTERTOP AND FACE

RECESSED AREA FOR SCANNER

RECESSED AREA FOR SCANNER

3′ –

0″ 11

” 1′

– 4″

5′ –

0″ 1′

– 4″

5′ –

0″

1′ – 8″1′ – 0″

1′ – 0″

ADA SIDE ACCESS

3 A853

5′ – 0″6′ – 3″2′ – 8″

9 A853

SIM.

1 A853

4 A853

P8

6 A853

A B

C D

RECEPTION

102A

19 ‘ –

4 ”

1’ –

1″ 18

‘ – 3

10″2′ – 10″1′ – 4″

5′ – 0″

2 A851

A851 3

2 A851

SIM.

BUILT-IN PAMPHLET NICHE

1′ – 4″ 2’ – 10″

4

4

16 ‘ –

7 ”

P8

TRASH RECYCLE

PRINTER

3’ –

6″ 13

‘ – 4

” 2’

– 6″1

‘ – 5

1″ 1′ – 11″

8″ 4″

PRINTER

6

FIRST FLOOR 0″

2′ –

10 ”

13′ – 7″ 3′ – 0″

5′ – 0″ 1′ – 4″ 5′ – 0″ 1′ – 4″ 11″

3 A853

2″

1′ –

0″

2″

6″

2″

2′ –

0″

2″ 2′

– 8″

ADA SIDE APPROACH

OPTIONAL CAB. BELOW

OPTIONAL CAB. BELOW

RECESSED SCANER TRAY

CONT. SOLID SURFACE TOP

CONT. SOLID SURFACE TOP SS-1

4 A853

WD-1

FIRST FLOOR 0″

1 A853

CLG PER RCP

LAMINATE PANEL FE-2

SOLID SUFACE TOP AND SIDES SS-1

SS-B

PROVIDE BACKING FOR WALL MOUNTED MONITORS

PROVIDE BACKING FOR WALL MOUNTED MONITORS

14 A854 14

A854

19′ – 4″

17 A854

TYP. 17 A854

TYP. 17 A854

TYP.4

6 A350

TYP.6 A350

TYP.

4

4

3′ – 8″4′ – 0″4′ – 0″4′ – 0″3′ – 8″

3′ – 0″13′ – 4″3′ – 0″ 4 4

17 A854

TYP. 6

6

6 6

6

1′ – 0″

1′ – 0″

WD-1

FIRST FLOOR 0″

8′ –

0″

A854 11 SIM.

11″

SEE RCP FOR CEILING LAYOUT

A350 6 TYP.

4

1′ –

6″

4′ –

6 1/

2″

A854 18

4

SHELF TO BE ADJUSTABLE TO ANGLE POSITION

4

FIRST FLOOR 0″

1 A853

4 A853

A853 6

ADA SIDE APPROACH

13′ – 7″3′ – 0″

1′ –

2″ 2′

– 10

“4′ –

0″

WD1 WD1 WD1

WD4 WD4 WD4WD4

2″4′ – 5″4′ – 5″4′ – 5″2″2′ – 10″2″

WD1 SS-B

2

A1

5 A851

2′ – 3″ 3′ – 10″

6″ 2′

– 0″

1″

A B

C D

ADVISORS AREA

103

2″

FIREPROOF COATING 2″2″

LINE OF WALL BELOW

FIRST FLOOR 0″

A1

6′ –

8″

2′ –

8″ 4′

– 0″

A854 15

SSB

ADJUSTABLE SHELVING

4′ –

0″ 2′

– 8″

2″

FE-1 TYP. ALL SIDES OF COLUMN

3′ – 10″

WD-1 6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

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A851

INTERIOR CASEWORK DETAILS

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100% CD PHASE 2

1/2″ = 1′-0″ RECEPTION COUNTER – 1-STOP1

1/2″ = 1′-0″ 1-STOP COUNTER – EMPLOYEE SIDED

1/2″ = 1′-0″ I-STOP REAR COUNTERB

1

1″ = 1′-0″ RECEPTION PAMPHLET NICHE2

1/2″ = 1′-0″ CLIENT SIDE RECEPTION COUNTER3

3/8″ = 1′-0″ WAITING AREA CABINET4

1″ = 1′-0″ WATING AREA WALL CABINET5

1/4″ = 1’-0” WAITING AREA WALL CABINET6

4

4

4

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

7

A852

8

7

6

A852

5

5 A853

6′ – 1″ 2″ 11′ – 9 1/2″

WOOD VENEER CUBBIES

TORZO SURFACE COUNTERTOP AND

SIDES

8 A853

8′ –

2″

2′ – 6″

5′ –

8″ 2′

– 6″

12′ – 7″

16′ – 2 5/8″

8′ – 11 7/8″2′ – 0″3′ – 0″2′ – 2 3/4″

2′ –

6″

2′ – 4″

2′ – 6″

2′ –

4″

10 ”

2″

2″ 10″

1′ – 6″

ADA COUNTER TOP

7 A853

SIM.

PRINTER NICHE 7 A853

SIM.

6 A853

SIM.

6 A853

SIM.

1′ –

4″

11 A853

A852

3

A8529

3′ –

0″

7 A853

SIM.

A852 11

6

WD-3

2″ 1′

– 5″

2″ 2′

– 8″

2″ 9

A853

SIM.

3 A853

SIM.

A853 6 SIM.

WD-1 6

7

A853 8

A853 6 SIM.

9 A853

SIM.

2″ 1′

– 5″

2″ 2′

– 8″

2′ –

10 ”

3′ – 0″ 2′ – 0″ 9′ – 0″

9″ 2′

– 2″

1′ –

6″ 2′

– 10

WD-3WD-3

WD-3

WD-1

WD-1

SSB

WD-3WD-3

WD-1

A853 6 SIM.

WD-3 A853

9 SIM.

2′ –

10 “4

‘ – 4

LB-1

SSB

WD-3

WD-1 6

5 A853

SF1

SF1

6″ 3″

9″ 2″

4″

1′ –

2″ 4″

2″ 11′ – 8″ 2″ 5′ – 11″ 2″

12′ – 0″ 6′ – 1″

2″ 1′ – 1″ 1′ – 1″ 1′ – 1″ 1′ – 1″ 1′ – 1″ 1′ – 1″ 1′ – 1″ 1′ – 1″ 1′ – 1″ 1′ – 1″ 1′ – 1″ 1′ – 6″ 1′ – 6″ 1′ – 6″ 1″ 1′ – 6″ 2″

3″ 9″

9″ 9″

9″ 8″

1″ 1′

– 6″

2″ 4″

BACK PANEL LM4

WD-1WD-1

BENCH TOP WD-3

WD-1

WD-1 RB-2

WD3 9

A853

SIM.

WD-1

WD-3

3 A853

SIM.

OPEN WD-1

WD-3

WD-1 6

WD-3

WD-1

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

40 :3

0 PM

A852

INTERIOR CASEWORK DETAILS

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1/2″ = 1′-0″ RECEPTION COUNTER – MATH CENTER1

1/2″ = 1′-0″ COUNTER – EMPLOYEE SIDE NORTHWEST5

1/2″ = 1′-0″ COUNTER – EMPLOYEE EAST6

1/2″ = 1′-0″ COUNTER – EMPLOYEE SIDE SOUTH7

1/2″ = 1′-0″ MATH CENTER – CUBBIES8

MATH CENTER CUBBIES – 3D VIEW10

MATH CENTER RECEPTTION COUNTER2

1

1/2″ = 1′-0″ COUNTER – PUBLIC SIDE3 1/2″ = 1′-0″

COUNTER – PUBLIC SIDE WEST4 1/2″ = 1′-0″ COUNTER – PUBLIC SIDE SOUTH9

1/2″ = 1’-0″ COUNTER END11

No. Description Date

1 Review Comments 08/06/14 6 ASI #3 01/20/15

 

 

FIRST FLOOR 0″

2″

3/4″ WOOD VENEER PANEL o/ 1 1/2″ X 3 1/2″ FRTW FRAMING

BASE

3/4″

3 1/2″ 3/4″

A853 6

1′ – 8″

1′ – 8″5″7″

A854 3 TYP.

WOOD COMPOSITE PANEL

3/4″ PLAM PANEL o/ 1 1/2″ X 3 1/2″ FRTW FRAMING

BASE

COORDINATE DATA & POWER RECEPTS. w/ PLAN

2″

3/4″

3 1/2″ 3/4″

ATTACH SOLID SURFACE LEG TO 3/4″ PLY

SOLID SURFACE LEG OR WOOD PANEL WHERE COL. OCCURS

SOLID SURFACE TOP

2″

A854 3 TYP.

3/8″ COMPOSITE SURFACE COUNTERTOP AND FACE OVER 3/4″ PLYWOOD; PROVIDE STL. SUPPORTS AS REQ’D

COORDINATE DATA & POWER RECEPTS. w/ PLAN

UNDERCOUNTER SUPPORT BRACKETS AT 4′-0″ O.C. MAX.

DECORATIVE PANEL PER FINISHES

A854 3 TYP.

0′ –

11 ”

0′ –

4″

0′ –

4″ 3′

– 4″

1′ –

2″

BASE

1′ – 0″

3/4″ PLAM PANEL o/ 1 1/2″ X 3 1/2″ FRTW FRAMING

DECORATIVE PANEL PER FINISHES

A850 10 SIM. 6

2′ –

10 ”

7″

2′ – 5″3″

2′ – 8″

2″

4″

A854 3 TYP.3/4″ SOLID SURFACE

COUNTERTOP OVER 3/4″ PLYWOOD; PROVIDE STL. SUPPORTS AS REQ’D 3/4″ PLAM PANEL o/ 1 1/2″ X 3 1/2″ FRTW FRAMING

BASE

COORDINATE DATA & POWER RECEPTS. w/ PLAN

UNDERCOUNTER SUPPORT BRACKETS AT 4′-0″ O.C. MAX.

3 1/2″

DECORATIVE PANEL PER FINISH SCHEDULE DECORATIVE PANEL PER FINISHES

1″

SOLID SURFACE LEG BEYOND

6

SOLID SURFACE COUNTERTOP AND FACE

3/4″ SOLID SURFACE COUNTERTOP AND FACE OVER 3/4″ PLYWOOD; PROVIDE STL. SUPPORTS AS REQ’D

3/4″ PLAM PANEL o/ 1 1/2″ X 3 1/2″ FRTW FRAMING

S.S BASE

COORDINATE DATA & POWER RECEPTS. w/ PLAN

DECORATIVE PANEL WD-1

DECORATIVE PANEL SEE FINISH SCHEDULE SOLID SURFACE LEG BEYOND

OPTIONAL CABINET

2′ –

10 ”

3/8″ REVEAL BETWEEN PANELS SUBSTRATE PAINTED BLACK

2″ 8″

2′ – 1″

1′ –

2″

A850 10 SIM.

FIRST FLOOR 0″

3/4″ SOLID SURFACE COUNTERTOP AND FACE OVER 3/4″ PLYWOOD

COORDINATE DATA & POWER RECEPTS. w/ PLAN

DECORATIVE PANEL CONT. WRAP FE-1

2″ 2′

– 8″

CEILING PER RCP

P8

FLOORING & BASE PER FINISH SCHEDULE

8′ –

0″

A854 3 TYP.

PROVIDE BLOCKING FOR WALL MOUNTED MONITOR

A854 11 SIM.

COPIER

WALL LN. BEYOND

4′ – 2″9″

WOOD CAP PER FINISH SCHEDULE

6COMPOSITE SURFACE COUNTER TOP

RECESSED PRINTER NICHE

4″ 1′

– 8″

1 1/

2″ 8

1/ 2″

3/4″ PLAM PANEL WITH FINISHED FACE

BUILT-IN CABINET UNDER PRINTER NICHE

BASE

2′ – 0″

9″

SECOND FLOOR 16′ – 0″ 4

” 2″

1′ –

6 3/

4″ 8

1/ 4″

3/ 4″

8″ 3/

4″ 8

1/ 4″

3/ 4″

8 1/

4″ 3/

4″ 8″

2 3/

4″

3/4″ 1′ – 2 1/2″ 3/4″

1′ – 4″

1′ – 2″2″ TY

P.2″ 6

?

FIRST FLOOR 0″

PAINTED 3/4″ PLYWOOD

WOOD FINISH PER SCHEDULE

P8

3′ –

0″ 3′

– 0″

3′ –

0″ 6″

A854 11 A854

11 SIM.

PROVIDE BLOCKING IN WALL FOR WALL MOUNTED MONITORS

A854 18 SIM.

A854 18 SIM.

4

4

3′ –

6″

WD-2

SS-2

A854 3 TYP.

6

A850 10

WD-1

2″

1 1/2″

30 ”

8″ 4″ SS-B

WD-18″

STAINLESS STEEL STANDOFF

3/4″ PLAM PANEL o/ 1 1/2″ X 3 1/2″ FRTW FRAMING

BASE PER FINISH SCHEDULE

1″

3 1/2″

1′ – 9″ PANEL PER FINISH SCHEDULE

3/4″X1″ STAINLESS STEEL STANDOFFS

COMPOSITE SURFACE TOP

2′ –

10 ”

1′ –

7″

1′ – 0″

A854 3 TYP.

A850 10 SIM.

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

40 :4

0 PM

A853

INTERIOR CASEWORK DETAILS

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100% CD PHASE 2

1″ = 1′-0″ MATH VERT. END PANEL FACE7

1″ = 1′-0″ RECEPTION VERT. END PANEL SIDE6 1″ = 1′-0″

RECEPTION RAISED COUNTER9

1″ = 1′-0″ RECEPTION ADA COUNTER-SIDE APROACH3

1″ = 1′-0″ 1-STOP SCANNER INSET4 1″ = 1′-0″

1-STOP REAR COUNTER1

1″ = 1′-0″ MATH CENTER COUNTER – PRINTER NICHE8

1″ = 1′-0″ MATH CENTER CUBBY SECTION5 1″ = 1′-0″

RECEPTION COUNTER REAR WALL2

1

1″ = 1′-0″ ADMISSIONS DESK RAISED COUNTERTOP10

1″ = 1′-0″ MATH CENTER LIGHTED COUNTER11

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

SOLID SURFACE CONTINUOUS SPLASH

LAVATORY & DRAIN LINE – INSULATE ALL CW SUPPLY, HW SUPPLY & DRAIN & TRAP. COMPLY W/ ALL ADA REQUIRED CLEARANCES

PAINTED WOOD NAILER BETWEEN ANGLE SUPPORTS

SOLID SURFACE COUNTER WITH SQUARE EASED EDGE

PAINTED STEEL SUPPORT ANGLE @ 4′-0″ O.C. MAX.

CLEAR SEALANT

2 LAYERS 1/2″ PLYWOOD

LAVATORY, SEE PLUMBING

34 ”

2′ – 0″

4″

SIDE BACKSPLASH WHERE COUNTER BUTTS WALL

A854 3

1/2″

20″

3 1/

2″

1/ 2″

3/ 4″

ADJUSTABLE SHELVING

22 1

/2 ”

3/4″

3/ 4″

3″ 21″

4″

PROVIDE PLASTIC LAMINATE ON ALL EXPOSED SURFACES

PLASTIC LAMINATE CLAD COUNTER OVER (2) 3/4″ PARTICLE BD

PLASTIC LAMINATE CLAD BACKSPLASH

34 ” M

AX A

D A

6″

A854 5

4″

25″

1/4″ THERMOFUSED MELAMINE BACK TYPICAL

SIDE BACKSPLASH WHERE COUNTER BUTTS WALL

THREE EQUAL DRAWERS W/ HORIZONTAL 4″ WIRE PULL CENTERED ON FACE, ONE OVERSIZED BOTTOM DRAWER

NOTE: G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED

1/4″ THERMOFUSED MELAMINE BACK TYPICAL

1/2″

20″

3 1/

2″

1/ 2″

3/4″

3/ 4″

3″ 21″

4″

PLASTIC LAMINATE CLAD COUNTER OVER (2) 3/4″ PARTICLE BD

PLASTIC LAMINATE CLAD BACKSPLASH

34 ” M

AX A

D A

4″

25″

EQ EQ

EQ

SIDE BACKSPLASH WHERE COUNTER BUTTS WALL

PLASTIC LAMINATE CLAD BACKSPLASH

SINK, SEE PLUMBING

34 ”

25″

DRAIN LINE – INSULATE ALL CW SUPPLY, HW SUPPLY & DRAIN & TRAP. COMPLY W/ ALL ADA REQUIRED CLEARANCES

PAINTED WOOD NAILER BETWEEN ANGLE SUPPORTS

PAINTED STEEL SUPPORT ANGLE @ 4′-0″ O.C. MAX.

PLASTIC LAMINATE CLAD COUNTER OVER (2) 3/4″ PARTICLE BD

PLASTIC LAMINATE CLAD FRONT PANEL

4″

SIDE BACKSPLASH WHERE COUNTER BUTTS WALL METAL STUD (SEE PARTITION TYPEFOR SPACING & GA.) OMIT WHEN

STUD CONFLICTS WITH BRACKET SUPPORT

2X2X 3/16″ X 1′-10″ LONG. ALL WELDED CONNECTIONS

PRE-DRILLED (OR PUNCHED) CLEARANCE HOLES FOR #12 FASTENER – 8 PER BRACKET

2X2X 3/16″ X 1′-10″ LONG. ALL WELDED CONNECTIONS

DOUBLE 16 GA STUD SUPPORT FOR BRACKET. WELD FLANGE TOGETHER @ 12″ O.C.

STU D S

PA CIN

G

SOLID SURFACE COUNTER ON 3/4″ PLYWOOD

1 1/

2″

3/4″1/4″

1/8″ CHAMFERS TYP.

3/4″ PLYWOOD

CONCEALED COUNTER BRACKET @ 4′-0″ MIN

SOLID SURFACE COUNTER ON 3/4″ PLYWOOD

3″

1/4″

1/8″ CHAMFERS TYP.

3/ 4″

3/ 4″

1 3/

4″ 1/

2″ 3/

4″

REVEAL w/ ALUMINUM INSET1/4″

CONT. 2 X WOOD BLOCK BETWEEN BRACKETS

PLASTIC LAMINATE CABINET DOOR

ADJUSTABLE SHELVING

WIRE PULL HARDWARE

PROVIDE PLASTIC LAMINATE ON ALL EXPOSED SURFACES

12″

30 ”

PLASTIC LAMINATE CLAD COUNTERTOP

1 1/

2″

1-1/2″ THICK EDGE CONT. WITH NO-DRIP RAISED FRONT EDGE

WOOD NAILING STRIP

FACE OF CABINET BEYOND

3/4″1/4″

SOLID SURFACE COUNTER ON 3/4″ PLYWOOD

1 1/

2″ 3/

4″

3/4″

1/8″ CHAMFERS TYP.

4″

3/4″ PLYWOOD DECORATIVE TORZO PANEL

3/4″

6″

DECORATIVE CORBEL W/ FLANGE CONCEALED BEHIND TORZO PANEL WHERE SHOWN

3/ 4″

WOOD TOP PER FINISH SCHEDULE

METAL STUD

3/4″ PLY W/ HPDL FINISH PER SCHEDULE3 5/8″

1/8″

1/2″

1/8″ ROUNDOVER 4

FIRST FLOOR 0″

5/8″

3/ 4″

3/4″

5/ 8″

3/4″

METAL BASE PER FINISH SCHEDULE

METAL STUD

RECESSED 5/8″X1/4″ SHELF PILASTER POWDER COATED TO MATCH CABINETS

BUILT-IN WOOD CABINET PER FINISH SCHEDULE

OUTSIDE CORNER TRIM TO MATCH CABINET

ADJUSTABLE SHELF TO MATCH CABINET

7 5 /16

5/8 ”

7 3/8″

1 11

/1 6″

1 11/16″

5/8 PLY W/ HDPL FACE

BASE CLIP

STAINLESS STEEL CORNER TRIM

G.W.B. FINISH PER SCHEDULE

1/2″ 2 1/2″

2″

1″

METAL STUD W/ HRZNTL . BACKING AT TOP

1″

WALL FINISH PER SCHEDULE STUD CORNER MOULDING

1/ 16

1/16″

FINISH PER SCHEDULE STUD REVEAL MOULDING

1/16″

1/ 16

3 1/2″5 1/2″1 1/2″

13/16″

1 1/

2″ 1″

METAL STUD

5/8″ PLY. W/ HDPL VENEER PER FINISH SCHEDULE

BUILT-IN WOOD CABINET PER FINISH SCHEDULE

1/2″

2 1/

2″

1″1′ – 0″

FACE FRAME TO MATCH CABINET

PEG SHELF SUPPORTS

NOTCH SHELF TO ALLOW BOTH FLAT AND 45d ORIENTATION

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

09/ 15/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

10 :2

2 PM

A854

INTERIOR CASEWORK DETAILS

MRDDWL

1400.0008/06/2014

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100% CD PHASE 2

1″ = 1′-0″ RESTROOM COUNTERTOP DETAIL6

1″ = 1′-0″ BASE CABINET1

1″ = 1′-0″ BASE CABINET w/4 DRAWERS9

1″ = 1′-0″ COUNTER @ ACCESSIBLE SINK10 1″ = 1′-0″

COUNTER BRACKET @STEEL STUDS7

6″ = 1′-0″ COUNTERTOP EDGE DETAIL 23

6″ = 1′-0″ COUNTERTOP EDGE DETAIL 34

1″ = 1′-0″ WALL MOUNTED CABINET8

6″ = 1′-0″ COUNTERTOP EDGE DETAIL 15

6″ = 1′-0″ COUNTERTOP EDGE DETAIL 42

3″ = 1′-0″ ADMISSIONS RECEPTION REAR WALL TOP11

3″ = 1′-0″ RECESSED PAMPHLET NICHE BASE13

6″ = 1′-0″ ADMISSION DESK REAR WALL TYP CORNER14

1

1

1

1

1

3″ = 1′-0″ BUILT-IN CABINET HEAD DETAIL15

3″ = 1′-0″ WALL PANEL OUTSIDE CORNER16

4

3″ = 1′-0″ REVEAL MOULDING17

4

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

1 1/2″ = 1′-0″ PAMPHLET NICHE18

4

4

 

 

6

A1

A B

C D

WAITING LOBBY

119

2 A855

5 A855

7 A855 4

18′ – 0″

2″

3′ – 10″3′ – 0″5′ – 4″6″5′ – 4″ WALL BELOW

REMOVABLE BACK PANEL

SNOW MELT MANIFOLD

2′ –

5″ 1′

– 2″

2″

6

4

4

REMOVABLE BACK PANEL TO ACCESS SNOW MELT MANIFOLD

WALL CORNER EXTEND 2″ PAST

3′ – 8″ 3′ – 0″ 11′ – 0″ 2″

WD-4

3′ – 0″ 5′ – 4″ 6″ 5′ – 4″

2′ –

4″ 1′

– 8″

4″ 1′ –

8″

6′ –

0″

1′ –

0″ 3′

– 0″

4″ 1′ –

8″

FE-1 6

FIRST FLOOR 0″

REMOVABLE BACK PANEL TO ACCESS SNOW MELT MANIFOLD

REMOVABLE SHELF

OPEN BOOKCASE

2X4 BLOCKING

FACE FRAME BEYOND

FE-1

SNOW MELT MANIFOLD

4 1′ – 2 1/2″

1′ –

1″ 1′

– 5″

1′ –

6″ 6″

1′ –

7″

6′ –

0″

2″ T

YP .

A751 4 TYP.

WD-4 TYP.

2″

FIRST FLOOR 0″

WOOD BLOCKING

FE-1 TYP.

1′ –

1″ 1′

– 0″

11 ”

1′ –

0″ 6″

1′ –

7″ 3/

4″

1′ – 2 1/2″

2″ T

YP

FILLER TO MATCH MILLWORK

FIXED SHELVING

A751 4 TYP.

WD-4 TYP.

2″

FIRST FLOOR 0″

6′ –

0″

FE-1 TYP.

1′ – 2″

2′ –

6″ 1′

– 4″

8″ 1′

– 5″

3/ 4″

T YP

.

WD-4 TYP.

PROVIDE WOOD BACKING

A751 4 TYP.

2″ WOOD FILLER TO MATCH MILLWORK

2″ T

YP .

5 9

A855

11 A855

G LA

SS W

A LL

2 1/

2″ F

AC E

O F

9″ 9″

10′ – 0″

TYP.

1/2″ GLASS WALL

1′ –

6″

3′ – 2″ 6′ – 10″

8 A754

8 A754

RECESSED ROCK BED. SEE SHEET A203 FOR LOCATION

ALIGN FACE OF BENCH LEG WITH ROCK BED EDGE

SEE SKA065

SEE SKA065

FIRST FLOOR 0″

1/2″ 8 1/2″ 8 1/2″ 1/2″

SS-1

1/2″ PLY

6″ DIA STAINLESS STEEL CLAD PIPE

1/2″ STEEL PLATE

STEEL PLATE ATTACH PER STRUCTURAL

1/2″ GLASS WALL 6″ 12″

9″ 9″

BO TT

O M

1″ R

EV EA

L AT

2

1/ 2″

CONCRETE SLAB PER STRUCTURAL

1/2″ SOLID SURFACE TOP

A754 8

6

1 1/

2″

2″

1/ 4″

1 1/

4″

1 1/

2″

2″

3/ 8″

EXTERIOR WALL

ALUMINUM EDGE TRIM @ GLASS WALL BASE

TERRAZZO PER FINISH SCHEDULE

FINISH FLOOR PER SCHEDULE

ALUMINUM EDGE TRIM

6″

SEE SKA065

FIRST FLOOR 0″

1/2″ SOLID SURFACE TOP

1/2″ PLY ATTACHED TO STEEL SUPPORT

1/2″ STEEL SUPPORT. LEG ATTACHED TO SLAB

WRAP BOTH SIDES/ENDS WITH 1/2″ SOLID SURFACE FINISH AT VERTICAL SUPPORTS18

” 2

1/ 2″

FINISH FLOOR PER SCHEDULE2″

6

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2017

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

01/ 20/

15

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

40 :5

0 PM

A855

INTERIOR CASEWORK DETAILS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/4″ = 1′-0″ WAITING LOBBY BOOKCASES – PLAN1 1/4″ = 1′-0″

WAITING LOBBY BOOKCASES – ELEVATION4

1″ = 1′-0″ BOOKCASES – REMOVABLE PANEL2 1″ = 1′-0″

BOOKCASE DETAIL SECTION5

1″ = 1′-0″ SMALL BOOKCASE DETAIL SECTION7

4

1/4″ = 1′-0″ MAIN STAIR BENCH8

1 1/2″ = 1′-0″ LOBBY BENCH SUPPORT9 1 1/2″ = 1′-0″

LOBBY BENCH END11

4

6

6

6

No. Description Date

4 ASI #1 09/15/14 6 ASI #3 01/20/15

 

 

D1 3

A522

6″ x 14 GA STEEL TRACK BLOCKING @ EACH SUPPORT

4 x 12 x 3/16 STEEL PLATE BACKING WELDED TO STEEL TRACK BLOCKING (SCREW) TAP BACKING TO RECEIVE FASTENER

HANDRAIL SUPPORT BRACKET w/ CONCEALED FASTENERS

1 1/2″

FIRST FLOOR 0″

RAMP BEYOND

4″ REINFORCED CONCRETE SLAB ON STYROFOAM BLOCKS – TYPICAL

8″ CMU WITH #4’S IN GROUTED CELLS AT 48″ O.C.

BOND BREAK POLYENTHYLENE SHEETS ON CONCRETE SLAB

85°

BULLNOSE EDGES

COLD JOINT

DRILL HOLE IN CONCRETE SLAB AND INSET REBAR IN EXPOXY FILLED HOLE AT MIN. 3″ EMBEDED

2′ –

0″

1′ –

4″

FIRST FLOOR 0″

BASE AND FLOOR – SEE SCHEDULE

4″ REINFORCED CONCRETE SLAB ON STYROFOAM BLOCKS 8″ CMU WITH #4 DOWELS IN GROUTED CORES AT 48″ O.C. BOND BREAK – SET CMU ON SLAB FLOOR. NO MORTAR

CONCRETE SLAB ON ABC’S REFER TO STRUCTURAL

WALL – SEE PLAN FOR WALL TYPE

POLYENTHYLENE SHEETS

DRILL HOLE IN CONCRETE SLAB AND INSET REBAR IN EPOXY FILLED HOLE AT MIN. 3″ EMBEDED IN CONC.

2′ –

0″

FIRST FLOOR 0″

85°

RAMP BEYOND

4″ REINFORCED CONCRETE SLAB ON STYROFOAM BLOCKS – TYPICAL

8″ CMU WITH #4’S IN GROUTED CELLS AT 48″ O.C.

BOND BREAK

POLYENTHYLENE SHEETS ON CONCRETE SLAB

JOHNSONITE VCD- XX STAIR NOSING COLD JOINT

DRILL HOLE IN CONCRETE SLAB AND INSET REBAR IN EXPOXY FILLED HOLE AT MIN. 3″ EMBEDED

1′ –

4″

8″

FIRST FLOOR 0″

ALUMINUM TAPERED THRESHOLD CONCRETE RAMP ON BONDBREAK

POLYENTHYLENE SHEETS

CONCRETE SLAB ON ABC. REFER TO STRUCTURAL DRAWINGS

1″

FIRST FLOOR 0″

85°

RAMP BEYOND

4″ REINFORCED CONCRETE SLAB ON STYROFOAM BLOCKS

BOND BREAK

POLYENTHYLENE SHEETS ON CONCRETE SLAB

BULLNOSE EDGES

DRILL HOLE IN CONCRETE SLAB AND INSET #4 REBAR IN EPOXY FILLED HOLE AT MIN. 3″ EMBEDED

#4 REBAR AT 48″ O.C.

8″

4″ REINFORCED CONCRETE RAMP SLAB ON STYROFOAM BLOCKS, TAPERED

8″ CMU WITH #4’S IN GROUTED CELLS AT 48″ O.C.

BOND BREAK

POLYENTHYLENE SHEETS ON CONCRETE SLAB

BULLNOSE EDGES

1-1/2″ PIPE RAIL SLOPES WITH SLOPE OF RAMP AT 38″

34 ”

38 ”

5″

CORE DRILL AND INSET PIPE RAIL INTO EPOXY FILLED HOLE. MIN. 4″ EMBEDED IN CONCRETE

DRILL HOLE IN CONCRETE SLAB AND INSET REBAR IN EPOXY FILLED HOLE AT MIN. 3″ EMBEDED INTO CONCRETE

1 1/2″

4″ REINFORCED CONCRETE SLAB ON STYROFOAM BLOCKS

REFER TO ROOM FINISH SCHEDULE FOR FLOORING

38 “3

4″

37 ”

R 3 ”

3″

RAMP AT 1/12

4′ – 2″

1′ – 0″ 4′ – 2″ 4′ – 2″ 1′ – 0″

4′ – 2″

5 A857

A857 3

SMOOTH 1-1/2″ ROUND PIPE

CARPET AT SIDE OF RAMP TYPICAL

CORE DRILL HOLES FOR RAIL POST INTO SLAB

5″

R 3 ”

3

3

8″ CMU WITH #4’S IN GROUTED CELLS AT 48″ O.C.

BOND BREAK

POLYENTHYLENE SHEETS ON CONCRETE SLAB

DRILL HOLE IN CONCRETE SLAB AND INSET REBAR IN EXPOXY FILLED HOLE AT MIN. 3″ EMBEDED

4″ REINFORCED CONCRETE SLAB, PLATFORM AND RAMP ON STYROFOAM BLOCKS

REFER TO ROOM FINISH SCHEDULE FOR FLOORING

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 28/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 28

/2 01

4 3:

09 :5

6 PM

A857

INTERIOR DETAILS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1/4″ = 1′-0″ 4TH FLR – NORTH LIGHTWELL9 3″ = 1′-0″

HANDRAIL @ AT STUD WALL8

1 1/2″ = 1′-0″ AUDITORIUM PLATFORM STEP3 1 1/2″ = 1′-0″

AUDITORIUM PLATFORM AT WALL4 1 1/2″ = 1′-0″ AUDITORIUM PLATFORM NEXT STEP2

3″ = 1′-0″ RAMP AT BASE OF SLAB11

1 1/2″ = 1′-0″ AUDITORIUM PLATFORM FIRST STEP1

1 1/2″ = 1′-0″ AUDITORIUM PLATFORM GUARDRAIL5

1

1″ = 1′-0″ AUDITORIUM GUARDRAIL ELEVATION6

1 1/2″ = 1′-0″ TOP OF RAMP7

1

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14

 

 

WOMEN

1/8″ ACRYLIC PLASTIC

RAISED SYMBOL

1/32″ RAISED COPY (GILL SANS UPPER CASE)

RAISED BRAILE

*ADHERE TO WALL WITH VINYL TAPE. MOUNT CENTERLINE OF SIGN 60″ ABOVE FINISH FLOOR.

9″ 1″ 1″

11 ”

1 1/

2″ 1

1/ 2″

6″ 1″

1″

1″

1/8″ ACRYLIC PLASTIC

RAISED SYMBOL

1/32″ RAISED COPY (GILL SANS UPPER CASE)

RAISED BRAILE

*ADHERE TO WALL WITH VINYL TAPE. MOUNT CENTERLINE OF SIGN 60″ ABOVE FINISH FLOOR.

MEN

9″ 1″ 1″

11 ”

1 1/

2″ 1

1/ 2″

6″ 1″

1″

1″

*ADHERE TO WALL WITH VINYL TAPE. MOUNT CENTERLINE OF SIGN 60″ ABOVE FINISH FLOOR.

1/8″ ACRYLIC PLASTIC

RAISED SYMBOL

1/32″ RAISED COPY (GILL SANS UPPER CASE)

RAISED BRAILE

RESTROOM

10″

1″ 1″

11 ”

1 1/

2″ 1

1/ 2″

6″ 1″

1″

1″

1/8″ ACRYLIC PLASTIC

RAISED SYMBOL

1/32″ RAISED COPY (GILL SANS UPPER CASE)

RAISED BRAILE

*ADHERE TO WALL WITH VINYL TAPE. MOUNT CENTERLINE OF SIGN 60″ ABOVE FINISH FLOOR.

SHOWER

10″

1″ 1″

11 ”

1 1/

2″ 1

1/ 2″

6″ 1″

1″

1″

cL 18″

M IN

. 18

CENTERED ON TACTILE CHARACTERS

LOCATE SIGN WITHIN CLEAR FLOOR SPACE, BEYOND ARC OF DOOR SWING

HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR

AREA OF REFUGE

AREA OF REFUGE

M IN

. 48

” M AX

. 60

BACKGROUND COLOR: RED

F.D.C.6″

12″

2″ HIGH LETTERING LETTER COLOR: WHITE

RADIUSED CORNERS

0.080 ALUMINUM PANEL.

PRE-PUNCHED 3/8″ MOUNTING HOLES

BACKGROUND COLOR: RED

FIRE ALARM PANEL

3″ LETTERING MIN. LETTER COLOR: WHITE

RADIUSED CORNERS

0.080 ALUMINUM PANEL.

12 ”

VARIES

NOTE: SIGN ADHEARED TO DOOR 60″ AFF.

1/8″ ACRYLIC PLASTIC

1/32″ RAISED COPY (GILL SANS UPPER CASE)

RAISED BRAILE

*ADHERE TO WALL WITH VINYL TAPE. MOUNT CENTERLINE OF SIGN 60″ MAX. ABOVE FINISH FLOOR.

EXIT

6″

3″

1 1/

2″ 1

1/ 2″

1″

AREA OF REFUGE

1/8″ ACRYLIC PLASTIC

RAISED SYMBOL

1/32″ RAISED COPY (GILL SANS UPPER CASE)

RAISED BRAILE

*ADHERE TO WALL WITH VINYL TAPE. MOUNT CENTERLINE OF SIGN 60″ ABOVE FINISH FLOOR.

7″

1″ 1″

11 1

/2 ”

3″ 1

1/ 2″

5″ 1″

1″

1″

EXIT STAIR AREA OF REFUGE

1/8″ ACRYLIC PLASTIC

1/32″ RAISED COPY (GILL SANS UPPER CASE)

RAISED BRAILE

*ADHERE TO WALL WITH VINYL TAPE. MOUNT CENTERLINE OF SIGN 60″ MAX. ABOVE FINISH FLOOR.

13″

5″ 1″

1 1/

2″ 3

1/ 2″

AREA OF REFUGE

1/8″ ACRYLIC PLASTIC

RAISED SYMBOL

1/32″ RAISED COPY (GILL SANS UPPER CASE)

RAISED BRAILE

*ADHERE TO WALL WITH VINYL TAPE. MOUNT CENTERLINE OF SIGN 60″ ABOVE FINISH FLOOR.

20″

5″ 1″

7″

1″ 5″

1″

1″

FLOORS 1 TO 4

1/8″ ACRYLIC PLASTIC

RAISED SYMBOL

1/32″ RAISED COPY (GILL SANS UPPER CASE)

RAISED BRAILE

*ADHERE TO WALL WITH VINYL TAPE. MOUNT CENTERLINE OF SIGN 60″ ABOVE FINISH FLOOR.

12″

3″ 6″ 3″

19 ”

4″ 1

1/ 2″

1 1/

2″ 6″

6″

1″

NORTH STAIR 1 1/2″

ROOF ACCESS FLOOR

1″ 1″

DOWN TO FLOOR 1 FOR EXIT DISCHARGE

1/32″ RAISED COPY (GILL SANS UPPER CASE)

1″ 1″

5″ R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

COPYRIGHT 2014 DWL ARCHITECTS + PLANNERS, INC.

C

KEY:

08/ 06/

14

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :4

0: 54

A M

A858

INTERIOR DETAILS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

11

100% CD PHASE 2

3″ = 1′-0″ S-01 RESTROOM SIGN – WOMEN1

3″ = 1′-0″ S-02 RESTROOM SIGN – MEN2

3″ = 1′-0″ S-03 RESTROOM SIGN – GENDER NEUTRAL3

3″ = 1′-0″ S-04 SHOWER SIGN4

1/2″ = 1′-0″ TACTILE SIGN LOCATION AT DOOR13

3″ = 1′-0″ S-12 FIRE DEPARTMENT CONNECTION11

3″ = 1′-0″ S-10 EXTERIOR SIGN10

3″ = 1′-0″ S-05 EXIT SIGN5

3″ = 1′-0″ S-07 AREA OF REFUGE SIGN7

3″ = 1′-0″ S-06 EXIT AREA OF REFUGE SIGN6

3″ = 1′-0″ S-08 AREA OF REFUGE DIRECTION8

3″ = 1′-0″ S-09 FLOOR ID SIGN, TYPICAL9

1

1

1

1

1

1

1

1

INSTALL AT ALL WOMEN RESTROOMS, TYP.

INSTALL AT ALL MEN RESTROOMS, TYP.

INSTALL AT GENDER NEUTRAL RESTROOM

INSTALL AT ALL SHOWER ROOMS, TYP. 1

1

1

1

No. Description Date

1 Review Comments 08/06/14

 

  • 021_A-05 – REF
  • 039_A020_Delta1
  • 040_A021_Delta1
  • 041_A040_Delta6ASI3
  • 042_A041_Delta4ASI1
  • 043_A042_Delta4ASI1
  • 044_A043_Delta4ASI1
  • 045_A044_Delta6ASI3
  • 046_A045_Delta6ASI3
  • 047_A050_Delta1
  • 048_A051_Delta4ASI1
  • 049_A052_Delta4ASI1
  • 050_A100_Delta1
  • 051_A101_Delta1
  • 052_A200_Delta3
  • 053_A201_Delta6ASI3
  • 054_A202_Delta3
  • 055_A210_Delta6ASI3
  • 056_A211_Delta6ASI3
  • 057_A212_Delta6ASI3
  • 058_A213_Delta6ASI3
  • 059_A214_Delta6ASI3
  • 060_A215_Delta6ASI3
  • 061_A216_Delta6ASI3
  • 062_A217_Delta6ASI3
  • 063_A218_Delta6ASI3
  • 064_A219_Delta6ASI3
  • 065_A220_Delta4ASI1
  • 066_A221_Delta4ASI1
  • 067_A222_Delta6ASI3
  • 068_A223_Delta6ASI3
  • 069_A224_Delta4ASI1
  • 070_A225_Delta6ASI3
  • 071_A226_Delta3
  • 072_A227_Delta4ASI1
  • 073_A228_Delta1
  • 074_A230_Delta3
  • 075_A231_Delta4ASI1
  • 076_A232_Delta4ASI1
  • 077_A240_Delta4ASI1
  • 078_A241_Delta1
  • 079_A242_Delta1
  • 080_A243_Delta1
  • 081_A244_Delta1
  • 082_A245_Delta1
  • 083_A246_Delta1
  • 084_A247_Delta5ASI2
  • 085_A250_Delta1
  • 086_A251_Delta1
  • 087_A252_Delta1
  • 088_A253_Delta1
  • 089_A300_Delta4ASI1
  • 090_A301_Delta4ASI1
  • 091_A302_Delta6ASI3
  • 092_A303_Delta1
  • 093_A304_Delta6ASI3
  • 094_A305_Delta1
  • 095_A306_Delta6ASI3
  • 096_A307_Delta1
  • 097_A308_Delta6ASI3
  • 098_A309_Delta1
  • 099_A310_Delta6ASI3
  • 100_A311_Delta4ASI1
  • 101_A312_Delta6ASI3
  • 102_A313_Delta4ASI1
  • 103_A314_Delta1
  • 104_A350_Delta4ASI1
  • 105_A351_Delta1
  • 106_A352_Delta1
  • 107_A400_Delta4ASI1
  • 108_A410_Delta4ASI1
  • 109_A411_Delta6ASI3
  • 110_A412_Delta1
  • 111_A451_Delta1
  • 112_A452_Delta1
  • 113_A453_Delta1
  • 114_A455_Delta4ASI1
  • 115_A456_Delta4ASI1
  • 116_A500_Delta1
  • 117_A501_Delta1
  • 118_A502_Delta1
  • 119_A503_Delta1
  • 120_A520_Delta4ASI1
  • 121_A521_Delta4ASI1
  • 122_A522_Delta4ASI1
  • 123_A600_Delta5ASI2
  • 124_A601_Delta5ASI2
  • 125_A602_Delta1
  • 126_A603_Delta5ASI2
  • 127_A604_Delta5ASI2
  • 128_A605_Delta4ASI1
  • 129_A606_Delta1
  • 130_A610_Delta4ASI1
  • 131_A611_Delta1
  • 132_A620_Delta1
  • 133_A621_Delta1
  • 134_A650_Delta1
  • 135_A651_Delta1
  • 136_A652_Delta1
  • 137_A653_Delta1
  • 138_A654_Delta1
  • 139_A700_Delta1
  • 140_A701_Delta6ASI3
  • 141_A702_Delta6ASI3
  • 142_A703_Delta6ASI3
  • 143_A704_Delta1
  • 144_A705_Delta1
  • 145_A706_Delta6ASI3
  • 146_A707_Delta6ASI3
  • 147_A708_Delta6ASI3
  • 148_A750_Delta4ASI1
  • 149_A751_Delta6ASI3
  • 150_A752_Delta1
  • 151_A753_Delta1
  • 152_A754_Delta4ASI1
  • 153_A755_Delta6ASI3
  • 154_A756_Delta6ASI3
  • 155_A800_Delta6ASI3
  • 156_A801_Delta6ASI3
  • 157_A802_Delta6ASI3
  • 158_A803_Delta6ASI3
  • 159_A810_Delta6ASI3
  • 160_A811_Delta6ASI3
  • 161_A812_Delta6ASI3
  • 162_A813_Delta6ASI3
  • 163_A814_Delta6ASI3
  • 164_A815_Delta6ASI3
  • 165_A816_Delta6ASI3
  • 166_A817_Delta6ASI3
  • 167_A818_Delta6ASI3
  • 168_A819_Delta6ASI3
  • 169_A830_Delta6ASI3
  • 170_A831_Delta1
  • 171_A832_Delta1
  • 172_A833_Delta1
  • 173_A834_Delta1
  • 174_A835_Delta1
  • 175_A836_Delta1
  • 176_A850_Delta6ASI3
  • 177_A851_Delta6ASI3
  • 178_A852_Delta6ASI3
  • 179_A853_Delta6ASI3
  • 180_A854_Delta4ASI1
  • 181_A855_Delta6ASI3
  • 182_A857_Delta3
  • 183_A858_Delta1

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Are you busy and do not have time to handle your assignment? Are you scared that your paper will not make the grade? Do you have responsibilities that may hinder you from turning in your assignment on time? Are you tired and can barely handle your assignment? Are your grades inconsistent?

Whichever your reason may is, it is valid! You can get professional academic help from our service at affordable rates. We have a team of professional academic writers who can handle all your assignments.

Our essay writers are graduates with diplomas, bachelor's, masters, Ph.D., and doctorate degrees in various subjects. The minimum requirement to be an essay writer with our essay writing service is to have a college diploma. When assigning your order, we match the paper subject with the area of specialization of the writer.

Why Choose Our Academic Writing Service?

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You fill all the paper instructions in the order form. Make sure you include all the helpful materials so that our academic writers can deliver the perfect paper. It will also help to eliminate unnecessary revisions.

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