New projects 11 14

1

David A. Schragger

2

BOX _ SUMMER 2014

D&D: David A. Schragger, Doron Serban

Solidified Kinetic Structures

Catia, Grasshopper, Rhino

WORLD TAKES

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The Peddie School Residence Halls, Hightstown, NJ

Studio Hillier: DesignerPrincipal: Bob Hillier

Schematic Design, Design Development

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The Kirby Math Building, Lawrenceville, NJ

Studio Hillier: DesignerPrincipal: Bob Hillier

Design Development, Construction Documents

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4A310

3A310

CLASSROOM_A101

CLASSROOM_B103

CLASSROOM_B110

CLASSROOM_B109

CLASSROOM_B108

CLASSROOM_B107

GIRLSROOM

104

BOYSROOM

105

JC106

3 5 6

AAA

5.5A300

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A560

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8

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23' -

2"

23' -

2"

22' -

3"

18' -

9"

8' -

10 1

/2"

VIF

5'

6' - 0" 19' - 8" 9' - 0" 7' - 6"

8.52°

FF'

12' - 39/16"

20' - 8"

20' - 8"

20' - 8"

20' - 8"

7' - 9"

6'20' - 9 1/16"

8.52°

8.52°

VIF

91' -

0"

86' - 4"

27' - 8"

CLASSROOM_A102

A3302

A400

6

A400

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106 FG-5

A4001

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G001

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G001

G001

S002

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G002

G002

G002

G003

G001

G003

G001G003

S002

S001

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M001

S001

M001

23' -

5 3

/4"

21' -

10"

20' - 111/4"

20' - 25/8"

20' - 25/8"

20' - 115/8"

26' - 10 3/4"

29' - 6 3/4"

ALIGN

25' - 9 3/4"

27' - 8"

8' - 8"

S002 S001 S001

S001

S001

S002

S001

A3506A3512

A3511

A3513

A3514

A3515

A3516

A3521

1A325

2A325

2A321

HALLWAY111

A3502

1' - 10"

1' - 10"

110

109

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103

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107

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112

EXIS

TIN

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EXISTING

EXPANSION JOINT

EXPANSION JOINT

8'CL

EAR

8.52°

8' - 8 7/8"

LINEOF CEILINGABOVE

MECHANICALSHAFT

3' - 7 1/8"

LINEOF BUILDINGABOVE

ENTRY STAIR100

5' - 8 3/8"

9' - 11 3/4"

8' - 11 7/8"

2A310

111

S001

S002

S001

S001

1A322

1A324

2A324

M003

M002

M001X

M001X

S001M

S001

S002

G101X

G101X

4' - 8"

15' - 0"

5' - 8"

15' - 0"

5' - 8"

15' - 0"

5' - 8"

15' - 0"

4' - 8"

2' -

8"6'

- 0"

4' -

0"6'

- 0"

3' -

8"6'

- 0"

4' -

0"6'

- 0"

2' -

8"

6' -

8"15

' - 0

"6'

- 8"

15' -

0"

6' -

8"

7' -

10"

6' - 0"

114

7A332

8A332

1A323

104

105

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A3425

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102

SAFTEYGATE

A1

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1 2 4

B1

1A310

FFF

7

2B1B 3B

4A310

3A310

3 5 6

AAA

5.55'

FF'6'

VIF

8' -

10 1

/2"

18' -

9"

22' -

3"

23' -

2"

23' -

2"

6' - 0" 19' - 8" 9' - 0" 7' - 6"

8.52°

VIF

20' - 8"

20' - 8"

20' - 8"

20' - 8"

7' - 9"

VIF

8.52° VIF

BASEMENT001

MECHANICAL002

001 FG-6

002 FG-6

A3301

5.6

002

G001X

G001X

G001X

40' -

6 1

/4"

35' - 0 1/8"5' - 0"

9' -

2 1/

8"

16' -

9 5

/8"

2A321

41' -

0"

41' - 5 7/8"

1' - 10 1/8"

1' - 10"

1' - 10 1/8"

2' - 43/4"

1' -

10 1

/8"

1' - 10 1/8"

1' -

10 1

/8"

1' - 10 1/8"STAIR

EXIS

TIN

G

EXPANSION JOINT

EXPANSION JOINT

5' - 8 3/8"

9' - 11 3/4"

8' - 11 7/8"

COMP'D FILL

COMP'D FILL

2A310

STAIR000

001A

1A322

1A324 2

A324

ELECTRICALROOM

003

STEAMROOM

004

G001X

G001X G001X

003

004

4' - 8"

1' - 4"1' - 4"

19' -

8 7

/8"

1' -

4"

18' -

7 1

/8"

1' -

4"1'

- 4"

6' - 7"

1' - 4"

5' - 3"

1A323

25' - 5"

22' - 23/4"

47' -

4 3

/8"

6' - 4" 4' - 0"

SYMBOL LEGEND

NEW WALL

EXITING WALLS TO REMAIN

ProjectTrue NN

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© studiohillier 2014. ALL RIGHTS RESERVED

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Sheet Title

Project

J. Robert Hillier - Architect

Signature, Date and Seal

www.studiohillier.com

studiohillier190 Witherspoon StreetPrinceton, NJ 08542

T 609.688.9999F 609.688.9990

DOCUMENT HISTORY:

Lic. No. 4385

Key Plan

As indicated

7/30/2014 1:32:02 PM

KIRBY MATH &SCIENCE CENTERADDITION

THE LAWRENCEVILLESCHOOL,LAWRENCEVILLE, NJ

BASEMENT & FIRST LEVELFLOOR PLANS

DS

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1/8" = 1'-0"1FIRST FLOOR PLAN

1/8" = 1'-0"2BASEMENT FLOOR PLAN

REV.# DATE PURPOSE1 04/17/14 DESIGN DEVELOPMENT2 07/28/14 CONSTRUCTION DOC 50%

28

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A3001

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10

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7

2B1B 3B

4A310

3A310

CLASSROOM_A202

CLASSROOM_B203

GIRLSROOM

204

JC206

BOYSROOM

205

CLASSROOM_B207

CLASSROOM_B208

CLASSROOM_B209

CLASSROOM_B210

3 5 6

AAA

5.5A300

2

5'

FF'

6'

VIF

8' -

10 1

/2"

18' -

9"

22' -

3"

23' -

2"

23' -

2"

6' - 0" 19' - 8" 9' - 0" 7' - 6"

8.52°

12' - 39/16"

20' - 8"

20' - 8"

20' - 8"

20' - 8"

7' - 9"

20' - 9 1/16"

8.52°

8.52°

91' -

0"

86' - 4"

27' - 8"

206 FG-5

FACULTYLOUNGE

201

STAIR200

A3303

5.6

211

206

G001

G001

G001 G003

G001

G001

G001

S002

G001

S001

G002

G002

G002

G003

G001

G003

G001 G003

S002

S001

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S001

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S002

G002

M001

S001

S001

M001

23' -

5 1

/4"

21' -

10"

20' - 111/4"

20' - 25/8"

20' - 25/8"

20' - 115/8"

25' - 9 3/4"

29' - 6 3/4"

8' - 8"

S002 S001

S001

S002

S001

1A325

2A325

2A321

201

202

203

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209

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207

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

OPEN TO BELOW

OPEN TO BELOW

7' -

10"

HALLWAY211

MECHANICALSHAFT

GALLERY

HALLWAY

EXIS

TIN

G

EXISTING

8' - 11 7/8"9' - 11 3/4"

2A310

212

S001

S001

S001

S002

S002

1A322

1A324

2A324

M005

M001X

M001

M001

M001

M001

M001

7A332

8A332

1A323

204

205

FE

FE

7' - 2 3/4"A3432

A3517 A3518

A3519

A3431

A1

A

B

C

D

E

AA

BB

CC

DD

EE

1 2 4

B1

F

FF

7

2B1B 3B

3 5 6

AAA

5.55'

FF'

6'

23' -

2"

23' -

2"

22' -

3"

18' -

9"

VIF

VIF

6' - 0" 19' - 8" 9' - 0" 7' - 6"15' - 8 1/8"

8' - 11 7/8"

VIF

20' - 8"

20' - 8"

20' - 8"

20' - 8"

7' - 9"8.52°

8.52°

8.52°

VIF

5.6

EXISTINGSLOPE

EXISTINGSLOPE

EXISTINGSLOPE

L.P.H.P.

4" DIA RWC.

L.P.

H.P.L.P.

4" DIA RWC.

HIP RIDGE

HIP RID

GE

VALLEY

HIPRID

GE

HIP RIDGE

ALUMINUMFRAME SKYLIGHTSSYSTEM

4" DIA RWC.

RECESSEDCOPPER GUTTER

SLO

PE 2

" / 1

2"

L.P.

L.P.

1" / 48"

1" / 48"

8" GUTTER

SLO

PE 5

" / 1

2"

SLOPE 5" / 12"

SLOPE 5" / 12"

SLOPE

41/2" / 12"

SLOPE 4 1/2" / 12"

SLOPE

41/2" / 12"

2" / 12"

41/2" / 12"

SLOPE

2" / 12"

1' - 4"

8" GUTTER

8" GUTTER

8" GUTTER

41/2" / 12"

SCUPPER OPENINGTROUGH BLADE WALL

SYMBOL LEGEND

NEW WALL


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Sheet Title

Project





T 609.688.9999F 609.688.9990

DOCUMENT HISTORY:

Lic. No. 4385

Key Plan

As indicated

7/30/2014 1:32:09 PM



SECOND LEVEL & ROOFPLAN

DS

KC

0122

A201

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50%

1/8" = 1'-0"1SECOND FLOOR PLAN

1/8" = 1'-0"2ROOF PLAN


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121110987654321

A300 3

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A3001

A560

11

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10

FFF

7

2B1B 3B

4A310

3A310

CLASSROOM_A202

CLASSROOM_B203

GIRLSROOM

204

JC206

BOYSROOM

205

CLASSROOM_B207

CLASSROOM_B208

CLASSROOM_B209

CLASSROOM_B210

3 5 6

AAA

5.5A300

2

5'

FF'

6'

VIF

8' -

10 1

/2"

18' -

9"

22' -

3"

23' -

2"

23' -

2"

6' - 0" 19' - 8" 9' - 0" 7' - 6"

8.52°

12' - 39/16"

20' - 8"

20' - 8"

20' - 8"

20' - 8"

7' - 9"

20' - 9 1/16"

8.52°

8.52°

91' -

0"

86' - 4"

27' - 8"

206 FG-5

FACULTYLOUNGE

201

STAIR200

A3303

5.6

211

206

G001

G001

G001 G003

G001

G001

G001

S002

G001

S001

G002

G002

G002

G003

G001

G003

G001 G003

S002

S001

S001

S001

S001

S002

G002

M001

S001

S001

M001

23' -

5 1

/4"

21' -

10"

20' - 111/4"

20' - 25/8"

20' - 25/8"

20' - 115/8"

25' - 9 3/4"

29' - 6 3/4"

8' - 8"

S002 S001

S001

S002

S001

1A325

2A325

2A321

201

202

203

210

209

208

207

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

OPEN TO BELOW

OPEN TO BELOW

7' -

10"

HALLWAY211

MECHANICALSHAFT

GALLERY

HALLWAY

EXIS

TIN

G

EXISTING

8' - 11 7/8"9' - 11 3/4"

2A310

212

S001

S001

S001

S002

S002

1A322

1A324

2A324

M005

M001X

M001

M001

M001

M001

M001

7A332

8A332

1A323

204

205

FE

FE

7' - 2 3/4"A3432

A3517 A3518

A3519

A3431

A1

A

B

C

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AA

BB

CC

DD

EE

1 2 4

B1

F

FF

7

2B1B 3B

3 5 6

AAA

5.55'

FF'

6'

23' -

2"

23' -

2"

22' -

3"

18' -

9"

VIF

VIF

6' - 0" 19' - 8" 9' - 0" 7' - 6"15' - 8 1/8"

8' - 11 7/8"

VIF

20' - 8"

20' - 8"

20' - 8"

20' - 8"

7' - 9"8.52°

8.52°

8.52°

VIF

5.6

EXISTINGSLOPE

EXISTINGSLOPE

EXISTINGSLOPE

L.P.H.P.

4" DIA RWC.

L.P.

H.P.L.P.

4" DIA RWC.

HIP RIDGE

HIP RID

GE

VALLEY

HIPRID

GE

HIP RIDGE

ALUMINUMFRAME SKYLIGHTSSYSTEM

4" DIA RWC.

RECESSEDCOPPER GUTTER

SLO

PE 2

" / 1

2"

L.P.

L.P.

1" / 48"

1" / 48"

8" GUTTER

SLO

PE 5

" / 1

2"

SLOPE 5" / 12"

SLOPE 5" / 12"

SLOPE

41/2" / 12"

SLOPE 4 1/2" / 12"

SLOPE

41/2" / 12"

2" / 12"

41/2" / 12"

SLOPE

2" / 12"

1' - 4"

8" GUTTER

8" GUTTER

8" GUTTER

41/2" / 12"

SCUPPER OPENINGTROUGH BLADE WALL

SYMBOL LEGEND

NEW WALL


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Sheet Title

Project





T 609.688.9999F 609.688.9990

DOCUMENT HISTORY:

Lic. No. 4385

Key Plan

As indicated

7/30/2014 1:32:09 PM



SECOND LEVEL & ROOFPLAN

DS

KC

0122

A201

PRO

GRE

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ET-

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TRUC

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CUM

ENTS

50%

1/8" = 1'-0"1SECOND FLOOR PLAN

1/8" = 1'-0"2ROOF PLAN


30

FIRST FL0' - 0"

SECOND FL14' - 0"

T.O. CAP28' - 6"

ROOF TOP43' - 8"

ROOF BOTTOM31' - 0"

AABBCCDDEE

VESTIBULE ROOF24' - 0"

3A310

AAAFF'

A3324 A3321

2A325

EXISTING

GL-3

GL-3

GL-6

GL-3

GL-3

GL-4

5

8

4

2

7

3

SPECIAL BRICK PATTERN

GL-5

GL-3

4

4

GL-3

GL-5

4

4

GL-5

GL-3

4

GL-5

GL-3

4

7A332

1A323

FIRST FL0' - 0"

SECOND FL14' - 0"

T.O. CAP28' - 6"

ROOF TOP43' - 8"

ROOF BOTTOM31' - 0"

1A310


56 5.55.6

A3322

S/S 8" HIGH SIGNAPPROX. GRADE

ALUM. FRAMESKYLIGHT SYSTEM

SPECIAL BRICK PATTERN7

2

3

8

5

6

4

4

GL-3

GL-3

GL-2

2A324

GL-6

FIRST FL0' - 0"

A1

SECOND FL14' - 0"

T.O. CAP28' - 6"

ROOF TOP43' - 8"

ROOF BOTTOM31' - 0"

A B C D E B1 3AFFF


4A310

A3326A3323 A3325

1A325

SPECIAL BRICK PATTERN

EXISTING

GL-3

GL-5

GL-3

GL-5

GL-3

GL-3

GL-3

GL-5

GL-5

5

4

4

5

7

3

2

4

4

4

4

4

4

4

4

GL-3

GL-3

GL-4

GL-2 4 4

4

GL-4

GL-6

8A332

EXPANSION JOINT

GL-1

GL-2 1/2"

GL-3 1"

GL-4

GL-5

GL-6

1"1"

6 m

m1

5/16

"

SCALE:

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Sheet Title

Project





T 609.688.9999F 609.688.9990

DOCUMENT HISTORY:

Lic. No. 4385

Key Plan

As indicated

7/30/2014 1:32:28 PM



EXTERIOR ELEVATIONS

DS

KC

0122

A300

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50%

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

1/8" = 1'-0"2NORTH ELEVATION

MATERIALS LEGEND

MATERIALKEY MATERIALS

2 STUCCO3 METAL ROOF4 GRANITE5 ALUMINUM FRAME

WINDOW SYSTEM6 ALUMINUM FRAME

SKYLIGHT7 GALVINIZED STEEL

BRACKETS8 ZINK RAIN LEADERSGL-1 SEE BELOWGL-2 SEE BELOWGL-3 SEE BELOWGL-4 SEE BELOWGL-5 SEE BELOWGL-6 SEE BELOW

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

3" = 1'-0"4A300 GLAZING TYPES


FIRST FL0' - 0"

SECOND FL14' - 0"

T.O. CAP28' - 6"

PL_FLPL 00-13' - 0"

ROOF TOP43' - 8"

ROOF BOTTOM31' - 0"

STAIR200

A3222

_FL 1_C1_C48' - 3"

BASEMENT001

HALLWAY111

HALLWAY211

STAIR100

STAIR000

A5701

STUCCOSYSTEM

GWB

FIRST FL0' - 0"

SECOND FL14' - 0"

T.O. CAP28' - 6"

PL_FLPL 00-13' - 0"

ROOF TOP43' - 8"

ROOF BOTTOM31' - 0"

CLASSROOM_B208

CLASSROOM_B108

CLASSROOM_B203

CLASSROOM_B103

MECHANICAL002

203 FG-1

002 FG-6

103 FG-1

208 FG-1

108 FG-1

HALLWAY211

HALLWAY111

211 FG-2

111 FG-2

BASEMENT001

METAL PANELCEILING SYSTEM

METAL PANELCEILING SYSTEMMETAL PANEL

CEILING SYSTEMMETAL PANELCEILING SYSTEM

FIRST FL0' - 0"

SECOND FL14' - 0"

T.O. CAP28' - 6"

PL_FLPL 00-13' - 0"

ROOF TOP43' - 8"

ROOF BOTTOM31' - 0"

A3202

CLASSROOM_A202

CLASSROOM_B208

CLASSROOM_B108

CLASSROOM_A102

202 FG-1 208 FG-1

108 FG-1102 FG-1

FIRST FL0' - 0"

SECOND FL14' - 0"

T.O. CAP28' - 6"

PL_FLPL 00-13' - 0"

ROOF TOP43' - 8"

ROOF BOTTOM31' - 0"


HALLWAY111

MECHANICAL002

BASEMENT001

HALLWAY211

STAIR200

STAIR100

METAL PANELCEILING SYSTEM

STAIR000001 FG-6002 FG-6

111 FG-2

211 FG-2 200 FG-2

100 FG-2

000 FG-2

A5702

STUCCOSYSTEM

GWB

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Project





T 609.688.9999F 609.688.9990

DOCUMENT HISTORY:

Lic. No. 4385

Key Plan

1/8" = 1'-0"

7/30/2014 1:32:45 PM



BUILDING SECTIONS

DS

KC

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50%

1/8" = 1'-0"1BUILDING SECTION NORTH-SOUTH 1

1/8" = 1'-0"3BUILDING SECTION EAST-WEST 1

1/8" = 1'-0"4BUILDING SECTION WEST-EAST 1

1/8" = 1'-0"2BUILDING SECTION SOUTH-NORTH 1


31

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LS

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Sheet Title

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T 609.688.9999F 609.688.9990

DOCUMENT HISTORY:

Lic. No. 4385

Key Plan

1/2" = 1'-0"

7/30/2014 1:32:51 PM



WALL SECTIONS

JM

KC

0122

A320

PRO

GRE

SS S

ET-

CONS

TRUC

TIO

N DO

CUM

ENTS

50%

1/2

" = 1

'-0"

1W

ALL

SEC

TIO

N A

1/2

" = 1

'-0"

2W

ALL

SEC

TIO

N B


DP

ELFL

1-1/4" NOM DIA STEEL PIPEHANDRAIL

TYPICAL CUSTOM WALL BRACKET-SIMILAR TO GUARDRAIL MOUNTEDBRACKET, EXCEPT FOR WALL PLATE

0' - 2

1/2" MC 12X10.6 STEEL CHANNEL

STRINGERS

STEEL BEAMDIM LINE OF STAIR NOSING

NOTE: WELD & GRIND SMOOTHEACH STAIR RAILINGCONNECTION &INTERSECTION

0' - 11"

2' - 1

0"

1' - 0"

PRE-CAST TERRAZZO TREADS

ELFL

EXTENDED PLATE TOCONTACT MAGNET

NO EXIT

2'-1

07/

8"

2 1/2" DIA STL POSTATTACHED TO SLAB WITH

ANCHOR BOLTS. WELD ENDCAP ON TOP OF POST

STEEL PLATE GATE WITHANGLE BORDER WITHPAINTED LETTERING

STEEL SPRING CLOSER

WALL MOUNTED MAGNETWIRED TO FIRE ALARM

SYSTEM. GATE TO CLOSEWHEN FIRE ALARM IS

ACTIVATED.

DP

FLEL

CONC FILL ON MET DECK

STEEL HANGER ROD AND STEELSUPPORT BRACKETSTEEL BEAM

FIRE RATED HEAD-OF-WALLDEFLECTION JOINT ASSEMBLY(WHI 495-1338/1334,OR EQ)STEEL HANGER ROD @ EACHCORNER OF INTERMEDIATELANDING

RATED PARTN TYPE ASSCHEDULEDSTEEL CLOSURE PLATE, FLUSHW/ FACE OF PARTNSTEEL

CHANNELINTERMEDIATELANDINGFRAMINGSEALANT

STAIR SHAFT

0' - 2

1/2"

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

PRE-CASTTERRAZZOLANDING

DP

2'-1

0"

ELINT LAND


5/8" DIA STEEL BARSUPPORT BRACKET

21/

2"

LINE OF STAIR TREAD/RISER

STEEL C8 CHANNELDIM LINE OF STAIR NOSING

11" UON

6"

1' - 0"


PRE-CAST TERRAZZO LANDING

31/

2"3

1/2"

DP

1-1/4" NOM DIA STEELPIPE HANDRAIL

STAIR WIDTH STAIR WIDTH

11"

TYP

STRINGER

1-1/4" NOM DIA STEELPIPE HANDRAIL

1-1/4" NOM DIA STEELPIPE GUARDRAIL

PARTIAL PLAN AT LANDING

DP

2'-1

0"

ELFL


STEEL MESH PANEL

MESH RAILING SYSTEM

STL PAN TREAD FILLED W/CONRETE

STEEL CHANNEL STRINGERSDIM LINE OF STAIR NOSING

10 5/8"

STL ANGLE CONNECTION

PLAN

SECTION


STAIR TREAD NOSING

MESH RAIL ASSEMBLY

3 1/2" TH. PRE-CAST TERRAZZOTREADS

DP

2'-1

0"

3'-6

"

ELINT LAND


5/8" DIA STEEL BARSUPPORT BRACKET AT EACHVERT POST

0' - 2 1/2"

21/

2"

12" X 1/2" STEEL PLATEBETWEEN STRINGERS

LINE OF STAIR TREAD

STEEL C8 CHANNEL3" PLATE WELDED TO STEELSTRINGERS.

11" UON

1"

45/

8"


31/

2"

DP

DP

ELFL


0' - 2

1/2"


STEEL CHANNEL STRINGERS


2' - 1

0"

12" X 1/2" STEEL PLATE BETWEENSTRINGERS

PRE-CAST TERRAZZO LANDING

DP

PLAN

ELEVATION

8"51/

8"1"

0' - 2

1/2"

2' - 1

0"

3' - 6

"

FO WALL

1 1/4" NOM DIA STEEL PIPE

NOTE: WELD & GRINDSMOOTH EACH STAIR RAILINGCONNECTION & INTERSECTION

STRINGER CHANNEL BELOW

STAIR NOSING

5/8" DIA STEEL BARSUPPORT BRACKET

DP

3'-6

"

1 1/4" NOM DIA STEELPIPE HORIZ RAILINGS


5/8" DIA STEEL BARSUPPORT BRACKET AT EACHVERT POST

12"X1/2" STEEL PLATESTRINGERS

DIM LINE OF STAIR NOSING

LINE OF STAIR TREAD

3" PLATE WELDED TO STEELSTRINGERS. VERTICAL POSTSTO BE WELDED TO ANGLES

CLEAR SPACE BETWEEN EACHHORIZ RAIL ABOVE 34" SHALLBE LESS THAN 8"


31/

2"3

1/2" 1' - 1"

STAIRDP

UON

1 1/4" NOM DIA STEEL PIPEHORIZ GUARD

1-1/4" NOM DIA STEEL PIPESTAIR HANDRAIL, WHEREOCCURS, RETURN TO FACE OFGUARDRAIL, PROVIDE STEELENDCAP

5/8" DIA STEEL BARSUPPORT BRACKET @ STAIRHANDRAIL

FLEL

1 1/4" NOM DIA STEEL PIPEVERT POST @ MAX 48" OC,UON

STEEL CHANNEL

CONC FILL ON METAL DECK

STEEL BEAM

3" x 2" x 3/8" x 8" L STEEL POSTBRACKET WELDED TOSTRINGER - TYPNOTE: WELD & GRIND SMOOTHEACH STAIR RAILINGCONNECTION & INTERSECTION

2' - 1

0"3' - 6

"

.

8"

DP

DP

2'-1

0"

3'-6

"

ELFL


21/

2"


STEEL CHANNEL STRINGERSDIM LINE OF STAIR NOSING


45/

8"

SCALE:

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Sheet Title

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T 609.688.9999F 609.688.9990

DOCUMENT HISTORY:

Lic. No. 4385

Key Plan

1" = 1'-0"

7/30/2014 1:34:06 PM



STAIR DETAILS

Author

Checker

0122

A331

PRO

GRE

SS S

ET-

CONS

TRUC

TIO

N DO

CUM

ENTS

50%

1" = 1'-0"1A331 STAIR DET A

1" = 1'-0"2A331 STAIR DET B

1" = 1'-0"3A331 STAIR DET C

1" = 1'-0"4A331 STAIR DET D

1" = 1'-0"5A331 STAIR DET E

1" = 1'-0"6A331 STAIR DET F

1" = 1'-0"7A331 STAIR DET G

1" = 1'-0"8A331 STAIR DET H

1" = 1'-0"9A331 STAIR DET I

1" = 1'-0"10A331 STAIR DET J

1" = 1'-0"11A331 STAIR DET K

1" = 1'-0"12A331 STAIR DET L

REV.# DATE PURPOSE1 07/28/14 CONSTRUCTION DOC 50%

32