David A. Schragger
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BOX _ SUMMER 2014 D&D: David A. Schragger, Doron Serban Solidified Kinetic Structures Catia, Grasshopper, Rhino
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WORLD TAKES
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The Peddie School Residence Halls, Hightstown, NJ Studio Hillier: Designer Principal: Bob Hillier Schematic Design, Design Development
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The Kirby Math Building, Lawrenceville, NJ Studio Hillier: Designer Principal: Bob Hillier Design Development, Construction Documents
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SYMBOL LEGEND
27' - 8"
2
1
2
3
A300
1
4
A310
2 1' - 10"
8.52째
6' - 0"
19' - 8"
9' - 0"
DN
100
100A
UP 1
6' - 8"
S002
A350
7
8
23' - 5 3/4"
A351
2
A351
11 12 9 10
S002
G003
CLASSROOM_B 110
G001 G001
S001
CLASSROOM_B
CLASSROOM_A
A325 G001
4 A560 2
S001
HALLWAY
1
111
91' - 0"
6' - 8"
CLASSROOM_B
2' - 8"
21' - 10"
G101X
G001
6' - 0"
S001
6
GIRLS ROOM
G002
9 A400 7
104
104
G002
LINE OF CEILING ABOVE
8
105
5 A400 3
105
S002
G002
4
8
7
S001M
A400
S002
8' - 8 7/8"
M001
7' - 10"
112
113
6'
7
20' - 9 1/16"
A322
FE
A332
A332
27' - 8"
1
8' C LEA R
4' - 0" 2' - 8"
6' - 0"
18' - 9"
M003
FF 6
ALIGN
FF'
A351
M002
EXPANSION JOINT 8.52째
EXISTING
8' - 10 1/2" VIF
1
G002
M001
16" 12' - 3 9/
2
EXISTING
EE
4' - 8"
A1
BOYS ROOM
S002
S001
FG-5
A351
4
G003
JC
106
107
8.52째
F
S001
20' - 8"
3' - 8"
107
8.52째
FF
G001
S001
15' - 0"
6' - 0"
G003 MECHANICAL SHAFT
6' - 0"
4' - 0"
S001
3' - 7 1/8"
DD
5' - 8"
22' - 3"
7
5/8" 20' - 11
E
A310
6 8 A560
G001
1' - 10"
3
5
G101X
103
20' - 8"
29' - 6 3/4" CLASSROOM_B
106
7
15' - 0"
108
103
6' - 0"
D
CLASSROOM_B
108
S002
8" 20' - 2 5/
C
CC
8' - 8"
S001 G001
S002
G001
S001
109
A325 4
1 A300 86' - 4"
15' - 0"
G003
5' - 8"
23' - 2"
102
109
8" 20' - 2 5/
2
1
15' - 0"
A351
5
20' - 8"
6' - 8"
101
102
A351
BB
5' - 8"
110
G001
3
1 A323
AA
S001
3
AAA
M001X
A350
6
FE
S001
A310
A350
4" 25' - 9 3/
1
A350
A300 3
4
20' - 8"
101
A342 A350
15' - 0"
23' - 2"
6
1/4" 20' - 11
CLASSROOM_A
15' - 0"
5
111
S001
B
4
S001
26' - 10 3/4"
2
3
S001
M001X 1
2
5 3
4' - 8"
100
A
EXITING WALLS TO REMAIN
A330
2
7' - 9"
A342
5' - 8 3/8"
4"
A350
5
NEW WALL
6
5.6
9' - 11 3/
14 13 16 15 18 17 20 19 22 21 24 23
SAFTEY GATE
STAIR
ENTRY
5.5
5'
8" 8' - 11 7/
7' - 6"
LINE OF BUILDING ABOVE
7
5
A310
114
EXPANSION JOINT
UP 1
VIF
A352
2
1
A321
A324
DN
2 A324
B1
1B
2B
3B
27
FIRST FLOOR PLAN
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5
27' - 8"
1
2
3
A300
2
1
4
2 6' - 0"
5
A310
A310
5.5
5'
8.52째
19' - 8"
9' - 0"
8' - 11 7/
7' - 6"
9' - 11 3/
8"
6
5.6 4"
3
A351
8
A351
200
7' - 9"
7
A351
AAA
DN
STAIR 9
A330
M005
13 15 14 17 16 19 18 21 20 23 22
1 A323 1
2
3
4
5
6
8
7
AA
M001X
11 12 9 10
S002
S001
A S002
M001
S001
20' - 8"
211
201
FE
11
23' - 2"
1/4" 20' - 11
FACULTY LOUNGE G003
G001
4" 25' - 9 3/
CLASSROOM_B 210
10 A560 12 9
HALLWAY S001
210
G001
201
A343
1
20' - 8"
B
BB
S001
G001
211
S001 202
23' - 2"
CLASSROOM_B 209
1 A300
G003
G001
A325
G001
S001
209
CC
M001
S001
1
86' - 4"
202
A325
23' - 5 1/4"
CLASSROOM_A
8' - 8"
4 A310
208
G001
M001
C
S002
S002
8" 20' - 2 5/
203
M001
S001
29' - 6 3/4" CLASSROOM_B
208
3 A310
DD
S001
21' - 10"
M001
CLASSROOM_B
G001
203
22' - 3"
20' - 8"
91' - 0"
8" 20' - 2 5/
2
A300 3
S001
G001
G003 MECHANICAL SHAFT 207
S001
GIRLS ROOM
G002
204
G002
204
A343
20' - 8"
G001
5/8" 20' - 11
D
2
7' - 2 3/4"
CLASSROOM_B 207
206
G002
OPEN TO BELOW
M001 OPEN TO BELOW
7
6'
1
20' - 9 1/16"
A322
FE
FF' 8.52째
EXPANSION JOINT
EXISTING
8' - 10 1/2" VIF
205
205
S002
8 A332
M001
8.52째
A1
S002
S001
GALLERY
A332
7' - 10"
E
FG-5
S001
BOYS ROOM
F
S002
206
16" 12' - 3 9/
18' - 9"
JC
G002
EXISTING
EE
G003
7 FF
HALLWAY
212
UP 2
1 DN A324
A321
EXPANSION JOINT
2 A324
B1
1B
2B
3B
28
SECOND FLOOR PLAN
R
4
3
2
1
SYMBOL LEGEND
NEW WALL
1
2
3
6' - 0"
19' - 8"
9' - 0"
5'
5
4
5.5
8' - 11 7/
7' - 6"
5.6
6
EXITING WALLS TO REMAIN
8" 15' - 8 1/
8"
AAA
8.52째
4" DIA RWC. H.P.
L.P.
7' - 9"
1' - 4"
L.P.
AA SCUPPER OPENING TROUGH BLADE WALL
RI DG E
SLOPE 5" / 12"
R
/ 12"
4 1/2" /
E G ID
23' - 2"
20' - 8"
4 1/2" SLOPE
IP
H
BB
12"
8" GUTTER
HI P
8" GUTTER
A
SLOPE 5" / 12"
SLOPE 2" / 12"
VA LL EY
R ID G E
4" DIA RWC. " 4 1/2" / 12 SLOPE
2" / 12"
H IP
1" / 48"
2" / 12" SLOPE
23' - 2"
1" / 48"
20' - 8"
" 4 1/2" / 12
B
CC RECESSED COPPER GUTTER 20' - 8"
C 8" GUTTER
22' - 3"
DD SLOPE 5" / 12"
HI P
4 1/2" SLOPE
D EXISTING
20' - 8"
ALUMINUM FRAME SKYLIGHTS SYSTEM
RI DG E
18' - 9"
/ 12"
EE
FF'
VIF
L.P. VIF
F
7
L.P.
FF
8.52째
FF
VIF
6' E
H.P.
4" DIA RWC.
8.52째
L.P.
A1
8" GUTTER VIF EXISTING SLOPE
B1 EXISTING SLOPE
1B
ROOF PLAN 2
1/8" = 1'-0"
EXISTING SLOPE
2B
3B
29
8
7
6
5
4
3
2 7
FF'
EE
A332
3
DD
2
CC
A310
BB
A325
1
AA
AAA
A323
6
A324
5.6
2
5.5
A310
DOCUMENT HISTORY: REV.# DATE PURPOSE 1 04/17/14 DESIGN DEVELOPMENT 2 07/28/14 CONSTRUCTION DOC 50%
ALUM. FRAME SKYLIGHT SYSTEM
GL-6
SPECIAL BRICK PATTERN
1
1
5
K
6
ROOF TOP 43' - 8"
ROOF TOP 43' - 8"
3
3
2
7
SPECIAL BRICK PATTERN
7
2 4
GL-6
GL-3
GL-3
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
4
4
GL-5
GL-5
GL-3
GL-3
4
4
J
VESTIBULE ROOF 24' - 0"
8
GL-5
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
4
VESTIBULE ROOF 24' - 0" GL-3
5 GL-3
studiohillier 190 Witherspoon Street Princeton, NJ 08542
8 SECOND FL 14' - 0"
5
GL-5
T 609.688.9999 F 609.688.9990
SECOND FL 14' - 0"
GL-2
H
www.studiohillier.com Signature, Date and Seal
GL-3
GL-3
4
4
GL-3
GL-3
GL-4
EXISTING
4
APPROX. GRADE
S/S 8" HIGH SIGN 4
FIRST FL 0' - 0" 1
A332
FIRST FL 0' - 0"
A332
2
A332
G
J. Robert Hillier - Architect
Lic. No. 4385
Key Plan
1
NORTH ELEVATION 2
1/8" = 1'-0"
1/8" = 1'-0"
F
PROGRESS SETCONSTRUCTION DOCUMENTS 50%
EAST ELEVATION
MATERIALS LEGEND MATERIAL KEY
B
1
4
A325
A310
C
D
E
8
FF
A332
F
A1
B1
3A ROOF TOP 43' - 8"
6 7
SPECIAL BRICK PATTERN
2
8 GL-1 GL-2 GL-3 GL-4 GL-5 GL-6
7 EXPANSION JOINT
3
4
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
4 GL-5
5
GL-3
GL-3
4 GL-2
4
4
GL-3
GL-5
4
4
4
GL-5
GL-6 VESTIBULE ROOF 24' - 0"
MATERIALS E
STUCCO METAL ROOF GRANITE ALUMINUM FRAME WINDOW SYSTEM ALUMINUM FRAME SKYLIGHT GALVINIZED STEEL BRACKETS ZINK RAIN LEADERS SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW
D
Project
KIRBY MATH & SCIENCE CENTER ADDITION THE LAWRENCEVILLE SCHOOL, LAWRENCEVILLE, NJ
GL-3
4
C
SECOND FL 14' - 0"
GL-3
Sheet Title GL-1
5
EXTERIOR ELEVATIONS
6 mm
A
2 3 4 5
GL-4 4
3
4
A332
6
4
4
5
A332
A332
FIRST FL 0' - 0"
EXISTING
GL-2
1/2"
GL-5
GL-3
GL-3
GL-4
B
1"
GL-3
1"
GL-4
SCALE: As indicated 1"
DRAWN BY: DS GL-5
REVIEWED BY: KC
WEST ELEVATION 3
1 5/16"
PROJECT NO: 0122 GL-6
SHEET NO:
A300 GLAZING TYPES 4
1/8" = 1'-0"
3" = 1'-0"
A
A300
© studiohillier 2014. ALL RIGHTS RESERVED
7/30/2014 1:32:28 PM
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DOCUMENT HISTORY: REV.# DATE PURPOSE 1 04/17/14 DESIGN DEVELOPMENT 2 07/28/14 CONSTRUCTION DOC 50% K
J
_FL 1_C1_C 48' - 3"
1
ROOF TOP 43' - 8"
ROOF TOP 43' - 8"
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
studiohillier 190 Witherspoon Street Princeton, NJ 08542
A570
STUCCO SYSTEM
T 609.688.9999 F 609.688.9990
GWB
H
METAL PANEL CEILING SYSTEM
STAIR
HALLWAY
200
CLASSROOM_B
211
208
METAL PANEL CEILING SYSTEM HALLWAY 211
FG-2
Signature, Date and Seal
METAL PANEL CEILING SYSTEM CLASSROOM_B 203
FG-1
www.studiohillier.com
FG-1
SECOND FL 14' - 0"
SECOND FL 14' - 0"
G
J. Robert Hillier - Architect
Lic. No. 4385
Key Plan
METAL PANEL CEILING SYSTEM 2
A322
CLASSROOM_B
STAIR
108
HALLWAY
100
FG-1
HALLWAY 111
FG-2
CLASSROOM_B 103
FG-1
111
FIRST FL 0' - 0"
FIRST FL 0' - 0"
F
BASEMENT
001
001
000
MECHANICAL 002
FG-6
PL_FLPL 00 -13' - 0"
BUILDING SECTION NORTH-SOUTH 1 1
PROGRESS SETCONSTRUCTION DOCUMENTS 50%
BASEMENT
STAIR
PL_FLPL 00 -13' - 0"
BUILDING SECTION EAST-WEST 1 3
1/8" = 1'-0"
E
1/8" = 1'-0"
ROOF TOP 43' - 8"
ROOF TOP 43' - 8"
STUCCO SYSTEM 2
A570
D
GWB
Project ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
KIRBY MATH & SCIENCE CENTER ADDITION
ROOF BOTTOM 31' - 0" T.O. CAP 28' - 6"
VESTIBULE ROOF 24' - 0" CLASSROOM_A HALLWAY 211
STAIR 200
FG-2
2
FG-2
A320
202
FG-1
THE LAWRENCEVILLE SCHOOL, LAWRENCEVILLE, NJ
CLASSROOM_B 208
FG-1
C
SECOND FL 14' - 0"
SECOND FL 14' - 0"
Sheet Title
BUILDING SECTIONS METAL PANEL CEILING SYSTEM STAIR
HALLWAY 111
100
FG-2
CLASSROOM_A
FG-2
102
FG-1
FIRST FL 0' - 0"
CLASSROOM_B 108
FG-1
FIRST FL 0' - 0" B
SCALE: 1/8" = 1'-0" MECHANICAL 002
FG-6
BASEMENT 001
FG-6
DRAWN BY: DS
STAIR 000
REVIEWED BY: KC
FG-2
PL_FLPL 00 -13' - 0"
BUILDING SECTION SOUTH-NORTH 1 2
1/8" = 1'-0"
7/30/2014 1:32:45 PM
30
PROJECT NO: 0122
PL_FLPL 00 -13' - 0"
SHEET NO:
BUILDING SECTION WEST-EAST 1 4
1/8" = 1'-0"
A
A310
© studiohillier 2014. ALL RIGHTS RESERVED
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DOCUMENT HISTORY:
PL_FLPL 00 -13' - 0"
FIRST FL 0' - 0"
SECOND FL 14' - 0"
J
VAPOR BARRIER
SLAB ON GRADE SEE STRUCT DWGS
001
BASEMENT
102
CONC. SLAB ON METAL DECK - SEE STRUCT DWGS
CONT. 6"X6" COL. TO COL. SEE STRUCT. DRAWINGS.
CLASSROOM
1
STEEL BEAM -SEE STRUCT DWGS
A341
11' - 0"
202
FIN. CEILING SEE RCP
2' - 6"
CLASSROOM
CONC. SLAB ON METAL DECK - SEE STRUCT DWGS
14' - 6"
studiohillier 190 Witherspoon Street Princeton, NJ 08542 T 609.688.9999 F 609.688.9990
10' - 8"
STEEL BEAM -SEE STRUCT DWGS
11' - 0"
T.O. CAP 28' - 6"
T.O.S 26' - 8"
14' - 0"
FIN. CEILING SEE RCP
13' - 0"
ROOF BOTTOM 31' - 0"
REV.# DATE PURPOSE 1 04/17/14 DESIGN DEVELOPMENT 2 07/28/14 CONSTRUCTION DOC 50% K
10' - 8"
H
www.studiohillier.com
CONC.FOUNDATION WALL AND FOOTING - SEE STRUCTURAL DWGS
G
J. Robert Hillier - Architect
Lic. No. 4385
Key Plan
001
BASEMENT
FIRST FLOOR FRAMING AT GROUND LEVEL. SEE PLAN.
CONC. SLAB ON METAL DECK - SEE STRUCT DWGS
102
CLASSROOM
STEEL BEAM -SEE STRUCT DWGS
FIN. CEILING SEE RCP
11' - 0"
PROGRESS SETCONSTRUCTION DOCUMENTS 50%
D
Project
KIRBY MATH & SCIENCE CENTER ADDITION THE LAWRENCEVILLE SCHOOL, LAWRENCEVILLE, NJ
1' - 10"
1' - 0 3/4" E.O.S. & F.O. STUD
11' - 0"
CONC. SLAB ON METAL DECK - SEE STRUCT DWGS
(SEE RCP) 202
VAPOR BARRIER
CAST-IN-PLACE CONCRETE SLAB-ON-GRADE SEE STRUCT DWGS
14' - 6"
(SEE RCP)
CLASSROOM
E
PL_FLPL 00 -13' - 0"
FIRST FL 0' - 0"
SECOND FL 14' - 0"
T.O.S 26' - 8"
14' - 0"
T.O. CAP 28' - 6"
F
13' - 0"
ROOF BOTTOM 31' - 0"
1
1/2" = 1'-0"
WALL SECTION A
PERIM. INSULATION EXTEND DOWN FACE UP WALL MIN. 48" VERTICALLTY @ DOOR OPENING EXTEND 2'-0" PAST DOOR OPENING
GRANITE BASE
5/8" MOLD RESISTANT GWB
3" CAVITY INSULATION
CONT AIR & VAPOR BARRIER 5/8" GLASS MAT GYPSUM SHEATHING TYPE X 6" CFMF @16" O.C.
4" BRICK VENEER 2" AIR SPACE
THERMALLY BROKEN STOREFRONT SYSTEM W/ 1" INSULATING GLASS
GRANITE SPANDREL PANEL
GRANITE SILL
THERMALLY BROKEN STOREFRONT SYSTEM W/ 1" INSULATING GLASS
STEEL BEAM SEE STRUCT. DRAWINGS FOR DETAILS
GRANITE SILL
1" STUCCO ON METAL LATH ON #15 BUILDING PAPER ON 1/2" CEMENT BOARD ON COLD FORM METAL FRAMING @16" O.C.
STEEL SUPPORT BRACKET PAINTED
6" COPPER GUTTER W/ GUTTER GUARD
COLD FORMED STEEL ROOF TRUSSES SEE STRUCT. DRAWINGS FOR DETAILS
1' - 10"
Signature, Date and Seal
C
WALL SECTIONS
6"
CONC.FOUNDATION WALL AND FOOTING - SEE STRUCTURAL DWGS
SCALE: 1/2" = 1'-0" DRAWN BY: JM REVIEWED BY: KC PROJECT NO: 0122
2
WALL SECTION B
B
1/2" = 1'-0"
PERIM. INSULATION EXTEND DOWN FACE UP WALL MIN. 48" VERTICALLTY @ DOOR OPENING EXTEND 2'-0" PAST DOOR OPENING
GRANITE BASE
5/8" MOLD RESISTANT GWB
3" CAVITY INSULATION
CONT AIR & VAPOR BARRIER 5/8" GLASS MAT GYPSUM SHEATHING TYPE X 6" CFMF @16" O.C.
2" AIR SPACE
4" BRICK VENEER
5/8" MOLD RESISTANT GWB
CONT AIR & VAPOR BARRIER 5/8" GLASS MAT GYPSUM SHEATHING TYPE X 6" CFMF @16" O.C.
3" CAVITY INSULATION
2" AIR SPACE
4" BRICK VENEER
4" METAL R.W.C.
STEEL BEAM SEE STRUCT. DRAWINGS FOR DETAILS
1" STUCCO ON METAL LATH ON #15 BUILDING PAPER ON 1/2" CEMENT BOARD ON COLD FORM METAL FRAMING @16" O.C.
STEEL SUPPORT BRACKET PAINTED
6" COPPER GUTTER W/ GUTTER GUARD
COLD FORMED STEEL ROOF TRUSSES SEE STRUCT. DRAWINGS FOR DETAILS
1' - 0"
Sheet Title
A
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DOCUMENT HISTORY: REV.# DATE PURPOSE 1 07/28/14 CONSTRUCTION DOC 50%
STAIR NOSING
WALL MOUNTED MAGNET WIRED TO FIRE ALARM SYSTEM. GATE TO CLOSE WHEN FIRE ALARM IS ACTIVATED.
1"
STRINGER CHANNEL BELOW FO WALL
5 1/8"
DP
SHEET NO:
A320
© studiohillier 2014. ALL RIGHTS RESERVED
7/30/2014 1:32:51 PM
8"
K
1-1/4" NOM DIA STEEL PIPE HANDRAIL
STEEL PLATE GATE WITH ANGLE BORDER WITH PAINTED LETTERING
PLAN 1 1/4" NOM DIA STEEL PIPE
EXTENDED PLATE TO CONTACT MAGNET
0' - 11"
1-1/4" NOM DIA STEEL PIPE HANDRAIL
5/8" DIA STEEL BAR SUPPORT BRACKET
TYPICAL CUSTOM WALL BRACKETSIMILAR TO GUARDRAIL MOUNTED BRACKET, EXCEPT FOR WALL PLATE
1' - 0"
6" 1' - 0" J
2' - 10"
NO EXIT
5/8" DIA STEEL BAR SUPPORT BRACKET
PRE-CAST TERRAZZO TREADS PRE-CAST TERRAZZO TREADS PRE-CAST TERRAZZO LANDING
3 1/2"
T 609.688.9999 F 609.688.9990
LINE OF STAIR TREAD/RISER
H
3 1/2"
DIM LINE OF STAIR NOSING
NOTE: WELD & GRIND SMOOTH EACH STAIR RAILING CONNECTION &INTERSECTION
A331 STAIR DET I
www.studiohillier.com Signature, Date and Seal
STEEL C8 CHANNEL
DIM LINE OF STAIR NOSING DP
DP
1" = 1'-0"
A331 STAIR DET B
MESH RAIL ASSEMBLY
2
A331 STAIR DET A 1
1" = 1'-0"
A331 STAIR DET D 4
1" = 1'-0"
1" = 1'-0"
G
1 1/4" NOM DIA STEEL PIPE HORIZ RAILINGS
STAIR TREAD NOSING
1-1/4" NOM DIA STEEL PIPE HANDRAIL
5/8" DIA STEEL BAR SUPPORT BRACKET AT EACH VERT POST
1-1/4" NOM DIA STEEL PIPE HANDRAIL 5/8" DIA STEEL BAR SUPPORT BRACKET AT EACH VERT POST
F
2' - 10"
1-1/4" NOM DIA STEEL PIPE HANDRAIL
0' - 2 1/2"
3 1/2"
10 5/8"
0' - 2 1/2"
3' - 6"
12" X 1/2" STEEL PLATE BETWEEN STRINGERS FL EL E
LINE OF STAIR TREAD
LINE OF STAIR TREAD/RISER
STEEL C8 CHANNEL
DIM LINE OF STAIR NOSING
STEEL CHANNEL STRINGERS
3" PLATE WELDED TO STEEL STRINGERS.
3" PLATE WELDED TO STEEL STRINGERS. VERTICAL POSTS TO BE WELDED TO ANGLES
STL PAN TREAD FILLED W/ CONRETE
DP
1"
LINE OF STAIR TREAD
3 1/2" TH. PRE-CAST TERRAZZO TREADS
4 5/8"
INT LAND EL
12"X1/2" STEEL PLATE STRINGERS
3 1/2"
3 1/2"
DP
1' - 1"
11" UON
12" X 1/2" STEEL PLATE BETWEEN STRINGERS
2' - 10"
PRE-CAST TERRAZZO TREADS
MESH RAILING SYSTEM
2 1/2"
3' - 6"
PRE-CAST TERRAZZO LANDING
STEEL MESH PANEL
2' - 10"
Lic. No. 4385
1-1/4" NOM DIA STEEL PIPE HANDRAIL
CLEAR SPACE BETWEEN EACH HORIZ RAIL ABOVE 34" SHALL BE LESS THAN 8"
PLAN
DP
J. Robert Hillier - Architect
Key Plan
1-1/4" NOM DIA STEEL PIPE HANDRAIL
PROGRESS SETCONSTRUCTION DOCUMENTS 50%
9
INT LAND EL
STEEL BEAM
studiohillier 190 Witherspoon Street Princeton, NJ 08542
2' - 10"
FL EL
2 1/2" DIA STL POST ATTACHED TO SLAB WITH ANCHOR BOLTS. WELD END CAP ON TOP OF POST
FL EL
ELEVATION
2 1/2"
2' - 10" 0' - 2 1/2"
NOTE: WELD & GRIND SMOOTH EACH STAIR RAILING CONNECTION & INTERSECTION
MC 12X10.6 STEEL CHANNEL STRINGERS
0' - 2 1/2"
STEEL SPRING CLOSER
2' - 10 7/8"
3' - 6"
11" UON
DP
NOTE: WELD & GRIND SMOOTH EACH STAIR RAILING CONNECTION &INTERSECTION
DP
PRE-CAST TERRAZZO TREADS
STEEL CHANNEL STRINGERS DIM LINE OF STAIR NOSING FL EL
A331 STAIR DET J
STL ANGLE CONNECTION
10
A331 STAIR DET G 7
1" = 1'-0"
A331 STAIR DET H 8
1" = 1'-0"
1" = 1'-0"
D
SECTION
Project 1 1/4" NOM DIA STEEL PIPE HORIZ GUARD
STEEL CHANNEL INTERMEDIATE LANDING FRAMING SEALANT
TYP
11"
1-1/4" NOM DIA STEEL PIPE HANDRAIL
Sheet Title
STEEL HANGER ROD @ EACH CORNER OF INTERMEDIATE LANDING
A331 STAIR DET E 5
1" = 1'-0"
PARTIAL PLAN AT LANDING
CONC FILL ON METAL DECK
3
1" = 1'-0"
FL EL
FL EL
B
STEEL BEAM
STAIR DP
A331 STAIR DET C
STAIR DETAILS
STEEL CHANNEL
RATED PARTN TYPE AS SCHEDULED STEEL CLOSURE PLATE, FLUSH W/ FACE OF PARTN
1-1/4" NOM DIA STEEL PIPE GUARDRAIL
7/30/2014 1:34:06 PM
2' - 10"
FIRE RATED HEAD-OF-WALL DEFLECTION JOINT ASSEMBLY (WHI 495-1338/1334,OR EQ)
A331 STAIR DET K 11
1" = 1'-0"
UON
4 5/8"
0' - 2 1/2"
STRINGER
0' - 1 1/2" 0' - 0 1/4"
C
1 1/4" NOM DIA STEEL PIPE VERT POST @ MAX 48" OC, UON
.
PRE-CAST TERRAZZO LANDING
KIRBY MATH & SCIENCE CENTER ADDITION THE LAWRENCEVILLE SCHOOL, LAWRENCEVILLE, NJ
5/8" DIA STEEL BAR SUPPORT BRACKET @ STAIR HANDRAIL
STEEL HANGER ROD AND STEEL SUPPORT BRACKET STEEL BEAM 1-1/4" NOM DIA STEEL PIPE HANDRAIL
DP
CONC FILL ON MET DECK
2 1/2"
STAIR WIDTH
3' - 6"
FL EL STAIR WIDTH
2' - 10"
1" = 1'-0"
3' - 6"
6
DP STAIR SHAFT
1-1/4" NOM DIA STEEL PIPE STAIR HANDRAIL, WHERE OCCURS, RETURN TO FACE OF GUARDRAIL, PROVIDE STEEL ENDCAP
8"
A331 STAIR DET F
1-1/4" NOM DIA STEEL PIPE HANDRAIL
LINE OF STAIR TREAD/RISER
SCALE: 1" = 1'-0" DRAWN BY: Author
STEEL CHANNEL STRINGERS
DP
3" x 2" x 3/8" x 8" L STEEL POST BRACKET WELDED TO STRINGER - TYP NOTE: WELD & GRIND SMOOTH EACH STAIR RAILING CONNECTION & INTERSECTION
DP
DIM LINE OF STAIR NOSING
REVIEWED BY: Checker
NOTE: WELD & GRIND SMOOTH EACH STAIR RAILING CONNECTION &INTERSECTION
PROJECT NO: 0122
SHEET NO:
A331 STAIR DET L 12
1" = 1'-0"
A
A331
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