Site Logistics Plan - Use Bluebeam

shorouqalmutairi

100CDset-Architecturaldrwgs-SASBuilding.pdf

Home >Architecture and Design homework help >Site Logistics Plan - Use Bluebeam

DWREF.

2 3 4 5 6 7 8 9 10

D1 C1

106

113

TYP.115

114

-6' - 0"

-5' - 6"

-4' - 4"

FINISHED FLOOR ELEVATION = 6891.6', COORD WITH CIVIL

EXISTING PARKING GARAGE

SLOPE SLOPE

SL O

SL OP

SLOPE

SL O

209

A040 1 A040

2 A041

1 A041

SLOPESLOPE

SL O

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

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:

KEY:

08/ 06/

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

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

NORTH

No. Description Date

1 Review Comments 08/06/14

DN DN

114

-6' - 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

SI D

EW AL

SIDEWALK

EXISTING RAMP

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:

KEY:

08/ 06/

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

100% CD PHASE 2

1" = 20'-0" SITE ACCESABILITY PLAN

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

CH W

NORTH PLAZA

26 ' -

0 "

21 ' -

4' - 5

18 ' -

8 "

14' - 6"

8' -

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

-5 1/4"

A041 4

BOOKSTORE BUILDING #35

8' -

0" 2'

- 6"

4' -

44' - 0"

2' - 6"4' - 0"4' - 0"

9' - 2" 8' - 2"

16 ' -

5 "

139

TYP.201

TYP.202

1 A043

2 A043

5' -

139

106

187

187187

1876' -

6" 4'

- 4"

5' - 7"

2' -

17' - 2"

304

60 "

304

60 "

304 3

304

3 A043

4 A043

A043 5

8' - 0"

128°

A045

A045 14

A045 15

A045 18

SK-02 3

1 A044

6 A051

SIM.6

10 T

R EA

D S

@ 1

1" =

9 ' -

2 " 1' -

A044 12

137 6

A045 20

116

106

172° 1 08

10 1°

20 ' -

0 "

5' -

20 ' -

0 "

8' - 0"

3' - 11"

3' - 3"

-1' - 6"

-3' - 0"

SL O

C7 2

A041 3

2 A044

12 A050

-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"

60"

304

60 "

304

4' - 0"

303

M AX4"

4 A045

5139 10

8° E Q

U AL

8' -

A045

A0456

A0458

A045

EQ U

10 A050

SIM.

5 A042

SIM.

SK-024

10 TR EAD

S @ 11" = 9' - 2"

2' - 0"

A044 8

4' - 0 1/2"

10 8°

12' - 6"

A044 86

A044 8

A045 7

A045

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:

KEY:

01/ 20/

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

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

1 2 3 4

A042

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"

TYP.176

5' -

5' - 1"

32' - 10" 19' - 0"

175°

202 201

300300

T YP

. 1'

- 0" 4

TY P.8"

5 6 7

A042

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' -

11 A042

176

3' -

2' -

23' - 0"

175°

5' - 5"

TYP.202 TYP.201

VESTIBULE

114

5' - 0"

304

304 304

304

13 ' -

4 "

20 ' -

1 "

6' -

A051

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

171

170

A051 5

3 A051

2 A051

M IN

5' -

M IN

4' -

A051 4 A051

TRANSFORMER YARD

GENERATOR YARD

3' - 6" 1' - 9"

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:

KEY:

09/ 15/

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

No. Description Date

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

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

2' -

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 " 304

3304 3304 3

MIN. 11"

304

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

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' -

199

A050 9

TYP.201

6' -

3" 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' - 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"

182

A050 13

177 A050

137

S1 A241

142

A050 97

'-0 " M

VA R

IE S

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

VARIES

176 A050 13

A050 9

S302 117

4' -

106

137

177

178

142

182

W1 W3

A050 8

A451 12

FIRST FLOOR 0"

142

A050 5177

11' - 6"

VA R

IE S

A451 12

A050 8

FIRST FLOOR 0"

S302 117

A044 7

PLANTER

A050 5

106

142

4' -

NORTH SECTION SEE WEST RAMP

177

178

SEE DETAIL 118/S302 FOR FOUNDATION TYPE

A050 12

A050 8

FIRST FLOOR 0"

6" 1' -

VARIES

A044 7

A044 7 S302

117

A050 5142

1' - 0"

176

A050 13

A050 9

106

137

177

178

182

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

1' -

5' - 0"

R IS

1' -

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:

KEY:

09/ 15/

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

1/4" = 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

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

2' -

RUN

26' - 0"

RUN (VARIES)

5'-0" MIN.

304

35 1

/2 "

LANDING 304

134 11" MIN.A043

FIRST FLOOR 0"

5' - 0" 26' - 0" RUN 5' - 0"

304 3043

36 "

R IS

2' -

11" MIN.

FIRST FLOOR 0"

36 "

11" MIN.

5' - 0"8' - 0" TYP.

304

R IS

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

2' -

301

8' - 0" TYP.

304 36 "

11" MIN.

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

2" 2'

- 3"

2" 1

1/ 2"

2" A050 8

BEYOND 1' - 0" WALL

A050 8

SEE ELEVATION FOR DECORATIVE FINISH

2" 8"

2 1/2" MAX.

RAMP BEYOND

3' -

5" 3" 2" 8" 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:

KEY:

09/ 15/

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

1/4" = 1'-0" NORTH RAMP RAILING - TOP RUN - NEW BUILDING SIDE3

1/4" = 1'-0" NORTH RAMP RAILING-BOTTOM RUN-NEW BUILDING SIDE4

1" = 1'-0" HANDRAIL AT PLAZA BENCH5

1" = 1'-0" WEST RAMP GUARDRAIL ELEVATION, TYP. RHYTHM6

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

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

A044 11

A044 9

3' -

EQ EQ

6 11

/1 6"

11"

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

304

MIN. LANDING

5' - 0"

5' -

10 1/4"

A044 11 SIM.

A044 9 SIM.

5' -

2" 2"

FIRST FLOOR 0"

12" 3"

A044 6

5 A044

CONCRETE SLAB. SEE CIVIL DRAWINGS

1/2" PREMOULDED EXPANSION JOINT FILLER

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

CIVIL

REFER TO6"

CONCRETE CURB

FIRST FLOOR 0"

BENCH BEYOND CONCRETE WALL

6 3/

16 "

A044 11 SIM.

2" SE

E C

IV IL

304

A044 12 SIM.

LANDING 5' - 0"

3' -

304

LANDING 5' - 0"

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

FIRST FLOOR 0"

EQ EQ

PAINTED STEEL HANDRAIL

CONCRETE CURB

3' -

1' - 3" 1' - 0"

PLAZA LEVEL PER CIVIL DRAWINGS

1 1/2"

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

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:

KEY:

01/ 20/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

34 :1

2 PM

A044

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

3" = 1'-0" CONCRETE STAIR DETAIL5

6" = 1'-0" NOSING DETAIL6

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

TYP. BOTH SIDES

1/4" = 1'-0" NORTH PLAZA STAIR GUARDRAIL SIDE1

1/2" = 1'-0" LOWER HANDRAIL DETAIL11

1/2" = 1'-0" UPPER HANDRAIL/STAIR DETAIL9

1" = 1'-0" PLAZA STAIR TOP RAIL DETAIL8

1" = 1'-0" HANDRAIL CONNECTION AT COUNTER12

No. Description Date

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

3' -

CAISSON BELLOW

PIT TO BE MIN 12" AWAY FROM CAISSON

LINE OF RAISED FOUNDATION WALL

SEE STRUCTURAL DETAIL FOR INTERIOR WALLS

2 A045 MIN.

1' - 3"

FACE OF FOUNDATION WALL

M IN

. 1'

- 3"

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"

3' - 2" 8"

1' -

1" 3' - 0" 1"

OPEN TO STEAM TUNNEL

5' -

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' -

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.

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"

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' -

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"

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

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

FIRST FLOOR 0"

3' -

4' - 0" 4' - 0" 2' - 9"

3' -

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

29"

WALL CORNER

2' - 6"4' - 0"4' - 0"4' - 0"4' - 0"

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:

KEY:

01/ 20/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

34 :2

8 PM

A045

CONTROLL JOINT LOCATIONS IN PLANTER WALL ELEVATIONS

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

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

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

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

1/2"

4" MIN. AGGREGATE BASE COURSE

C IV

IL SE

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

C IV

IL SE

4" MIN. AGGREGATE BASE COURSE

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

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"

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"

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' - 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:

KEY:

08/ 06/

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

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

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 1/2" = 1'-0" SLAB ON GRADE1

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 1/2" = 1'-0" TOP OF WALL8

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' -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

8' -

2" 2'

- 3"

3' - 0"

FO R

D EP

TH SE

E ST

R U

C TU

R AL

1' -

PRECAST CONCRETE CAP TO MATCH EXISTING

RELOCATED EXISTING GATE

10"

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

CONCRETE FOOTING PER STUCTURAL DRAWINGS GRAVEL AT PLANTER

2" 1'

- 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' -

8 A051

41 - 61

1.6 - 2.4

41 -6

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' -

(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' -

1' -

5 1/

1' - 6"8"

175°

10 "

3' -

CENTER HANDRAIL RETURN ON BENCH WHERE OCCURS

EQ EQ

1 3/8" 3/8"

A611 3

A611 1

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' -

3" 7"

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

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:

KEY:

09/ 15/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 5:

57 :1

1 PM

A051

SITE 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 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

1/2" = 1'-0" F.D.C. ELEVATION14

No. Description Date

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

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" MIN.

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

2X4 WITH 1/2" CHAMFERED EDGES

3/8" SNAPTIE

3/4" PLYWOOD SMOOTH FORM FINISH ON RAMP SIDE

3/4" PLYWOOD

7 1/

1X4 WITH 1/2" CHAMFERED EDGES

4' - 0" 1"

A052 2

1' - 0" 1' - 0"

3 1/

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

3/4" PLYWOOD WALER

1" X 1" SNAPTIES TYP.

1" X FRAMING

1' - 0"

4" 4"

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:

KEY:

09/ 15/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 5:

57 :2

7 PM

A052

SITE 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

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

2 3 4

A1 A1

B1 B1

ELEVATOR PIT

A1 01

A1 0 0

6 A042

137

137 137

179

180

179

181181

182182

181181

182182

W 1

W1W1

W 1

W 1 W1

W1W 2

W 2

W3W3 W3 W3

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:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

5: 12

A M

A100

FOUNDATION PLAN - 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

100% CD PHASE 2

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

6 7 8 9 10

D1 A1

01 A1

0 0

180

11 A042

181181

182182

179

183183

S1S1

W3 W3 W3

W1 W1 W1

W 1

W1W1W1W1

W 3

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:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

5: 16

A M

A101

FOUNDATION PLAN - 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

100% CD PHASE 2

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 DN

2 3 4 5 6 7 8 9 10

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

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

KNOX BOX

FE FE

FECAEDFEC

FEC

AED

FEC

FECFEC

FEC

2 3 4 5 6 7 8 9 10

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

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

FEC

AED

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:

KEY:

08/ 28/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 28

/2 01

4 3:

06 :4

7 PM

A200

OVERALL FIRST & SECOND FLOOR 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

1/16" = 1'-0" OVERALL FIRST FLOOR PLAN

NORTH

1/16" = 1'-0" OVERALL SECOND FLOOR PLAN

NORTH

3 3

No. Description Date

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

UP DN

2 3 4 5 6 7 8 9 10

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

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

AEDFEC

FEC AED FEC FEC

FEC

A600 6

2 3 4 5 6 7 8 9 10

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

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

FEC AED

FEC FEC

FEC

AED

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:

KEY:

01/ 20/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

1/ 28

/2 01

5 1:

34 :3

6 PM

A201

OVERALL THIRD & FOURTH FLOOR 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

1/16" = 1'-0" OVERALL THIRD FLOOR PLAN

1/16" = 1'-0" OVERALL FOURTH FLOOR PLAN

NORTH

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

C1 AIR HANDLER

UNITS

510

A601 5

A2 27

A2 2 6PENTHOUSE LEVEL NORTH PENTHOUSE LEVEL SOUTH

FEC FEC

2 3 4 5 6 7 8 9 10

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:

KEY:

08/ 28/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 28

/2 01

4 3:

07 :1

8 PM

A202

OVERALL PENTHOUSE LEVEL 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

1/16" = 1'-0" PENTHOUSE LEVEL PLAN

1/16" = 1'-0" OVERALL PENTHOUSE ROOF PLAN

NORTH

No. Description Date

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

2 3 4 5

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

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

ELEVATOR CORE

1004

A B

C D

JANITOR

1003 A

B C

LACTATION ROOM

110B A

B C

STORAGE

112 A

B C

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

P7 P2

2 A522

1 A502

2 A502

1 A500

2 A500

A651 2

A252 4

A252 3

3 A605

A250 1

A250 5

A250 6A251

P2 P2

E6 E4 E6

F2 P2

E4E6 E5

P1 1

P2 P2

101A

F1 F1

119

A851 1

A601 1

A651 1

A620 2

SF1 SF1 SF1

PL1

P2 A250

5 A250

A250 5

3 A500

1 A503

AED

A2 12

A2 10

A2 1 2

A2 1 0

FEC

110 110B

196

138

137

139

153

152

137163

115

147

165

149

126

150

140

1005

3 A044

10 A050

200

M IN48 "

MIN 30"

152

KNOX BOX

1 A043

FEC

E1 E1

F4 F4

FEC

F4 F4

FEC

SF1

SF 1

SF1SF1 SF1

SF1

SF1 SF1 S

-0 2

-03

-0 4

-0 5

-05 -01

-06

-04 -03 -03

-01 -07 -08

-09

A452 1

A453 1

A452 3

A250 5

A453 2

SF3 SF3 SF3

SF 3

-0 2

-0 1

-01-01 -01

P7 SH

AF T

AB O

P7 SHAFT ABOVE

3 A043

4 A043

A851 4

6 A051

6B A051

114B

A755 10

A755 8

65 A755

7 A756

TYP.

A756 6 TYP.

A756 6 TYP. 5

A756

A756 2 TYP.

7 A756

TYP.

A756 2 TYP.

1 A756

TYP. 3 A756

TYP.

4 A756

TYP.

4 A756

TYP.

1 A044

5' -

A B

C D

ELEV EQUIP.

1002

A830 12

1002

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

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:

KEY:

01/ 20/

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