RFI 11 - Terracotta Panels.pdf
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- 36C26125R0084
About this file
This document is a detailed shop drawing and structural calculation submittal for a Terracotta Rainscreen Panel System for the Department of Veterans Affairs Radiology Consolidation project at the Palo Alto VA Medical Center. The submittal, prepared by Shildan Inc. and ProClad Inc., includes comprehensive technical drawings, system component details, panel layouts, wall sections, and engineering calculations for the aluminum support framing system. The drawings cover multiple building elevations and levels, specifying terracotta panel profiles in beige and salmon colors, horizontal and vertical rail layouts, and precise installation specifications for the rainscreen cladding system.
The structural calculations, performed by Larson Engineering, provide detailed technical analysis of the aluminum Z-shape horizontal supports, including wind load, dead load, seismic loading, and torsional loading considerations. The documentation includes specific technical specifications for fasteners, material properties, and design calculations to ensure structural integrity, with a focus on corrosion resistance, galvanic compatibility, and performance under various loading conditions. The submittal is part of a contract (VA101F-14-C-0003) for the Centers for Ambulatory Care Polytrauma and Blind Rehabilitation Radiology Consolidation project, with the drawings and calculations reviewed and approved with minor corrections noted.
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Department of Veterans Affairs
RETURN OF SUBMITTAL
Title or Description
Submittal 042513.02.2 Radiology Terracotta Rainscreen Panels (REV Date
Contractor's Name and Address
S.J. Amoroso
390 Bridge Parkway
Redwood, CA 94063
Contract No.
VA101F-14-C-0003
Project No.
640-424-Palo Alto, CA - Phase 1 Pkng Garage, Polytrauma - Phase II Rec Therapy
Submittal Items Acted Upon Submittal Item Review Status
5166 Terracotta Rainscreen Approved As Noted
Shop Drawings Notes/Comments
Title or Description
390 Bridge Parkway
Redwood, CA 94063
Contract No.
VA101F-14-C-0003
Project No.
640-424-Palo Alto, CA - Phase 1 Pkng Garage, Polytrauma - Phase II Rec Therapy
Submittal Items Acted Upon Submittal Item Review Status
5166 Terracotta Rainscreen Approved As Noted
Title or Description
390 Bridge Parkway
Redwood, CA 94063
Contract No.
VA101F-14-C-0003
Project No.
640-424-Palo Alto, CA - Phase 1 Pkng Garage, Polytrauma - Phase II Rec Therapy
Submittal Items Acted Upon Submittal Item Review Status
5166 Terracotta Rainscreen Approved As Noted
PROJECT NAME: ARCHITECT
VA Medical Center SmithGroup Radiology Consolidation, PS2 & LRSU
VA101F-14-C-0003
SJA Project #751
Name: Name: Amoroso Construction Co., Inc.
Address: Address: 390 Bridge Parkway Redwood City, CA 94065
Contact: Contact:
REMARKS: REVIEWER'S STAMP:
RESUBMITTAL NOT REQUIRED
MAKE CORRECTIONS NOTED (MCN) &
NOT REVIEWED. NO ACTION TAKEN (NAT)
REJECTED (REJ)
CONTENTS:
MAKE CORRECTIONS NOTED (MCN) &
RESUBMIT ONLY SPECIFIC ITEMS INDICATED (SSI)
REVISE AND RESUBMIT (RR)
DATE TO RE OFFICE:SPECIFICATION
SECTION:
SUBMITTAL TRANSMITTAL SUBMITTAL NO.
APPROVED. NO EXCEPTIONS TAKEN (NET)
SUBMITTAL REVIEW:
SUBCONTRACTOR/VENDOR: CONTRACTOR:
rjimenez Submittal Stamp
0.0
GENERAL COVER
TERRACOTTA RAINSCREEN SHOP DRAWINGS
BY SHILDAN INC.
CENTERS FOR AMBULATORY CARE
POLYTRAUMA AND BLIND REHABILITATION
RADIOLOGY CONSOLIDATION
Sh ild an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
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8-sjajob untitled sjajob Typewritten Text 042513.02.2 sjajob Typewritten Text 12/2/15
BYT
Submittal
BYT
Text Box Confirm splice location requirements for horizontal Z section per structural calculations are clearly indicated on shop drawings.
See shop drawings for additional comments.
Blast consultant to review and comment on connection design blast requirements as required.
Stamp
0.1
GENERAL NOTES
LEGEND
ABBREVIATIONS
DRAWING LIST
SYMBOLS
an ,In c.
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8-
0.2A
SYSTEM COMPONENTS GENERAL
1 SYSTEM COMPONENTS PLAN
6"=1'-0" an ,In c.
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BYT
Line
BYT
Line
BYT
Arrow
BYT
Callout Confirm with engineer
S
Y S
TE
M
C O
M P
O N
E N
TS
S E
C
TI
O N
6" =1
'-0
0.3A
SYSTEM COMPONENTS
TERRACOTTA PROFILES
1 PANEL PROFILE A
Color-Beige 1'=1'-0" an ,In c.
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2-
2 PANEL PROFILE B
Color-Salmon 1'=1'-0" 5 PANEL PROFILE E
Color-Beige 1'=1'-0"3 PANEL PROFILE C Color-Beige 1'=1'-0" 4 PANEL PROFILE D
Color-Salmon 1'=1'-0" 6 PANEL PROFILE F Color-Salmon 1'=1'-0"
0.3B
TERRACOTTA PROFILES
1 PANEL PROFILE G
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
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2 PANEL PROFILE H
0.3C
TERRACOTTA PROFILES
1 PANEL PROFILE I
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
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2 PANEL PROFILE J
0.4
System components Panel Modules
1 TYP. CLIPS & MODULES RELATION SECTION & ELEVATION
6"=1'-0" 2 SYSTEM COMPONENTS - MODULE ELEVATION
3"=1'-0"
3 TOP PANEL INSTALLATION SEQUENCE FOR M2
3"=1'-0" an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
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0.5A
SYSTEMS COMPONENTS CHART
CLIPS, VERTICAL & HORIZONTAL
SUPPORTS & FASTENERS
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
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2-
#14 x 2"
WALL ANCHORS - FRAMING WALL ANCHORS - MASONRY
(2) ON EACH SIDE OF VERTICAL PROFILE
(1) AT 16" OC TYPICAL
(2) SPACED 1" O.C. VERTICALLY, TYP. AT
EP & CP.
(1) AT EACH LEG OF MP, TYP.
PROVIDE (2) ANCHORS AT EACH M2
VERTICAL PROFILE. CENTER ANCHORS
ABOUT THE VERTICAL PROFILE. SPACE
THE (2) ANCHORS 6" APART
HORIZONTALLY. AT REMAINING
LOCATIONS PROVIDE (1) ANCHOR AT
MID SPAN BTWN VERTICAL PROFILES,
NO GREATER THAN 29" APART.
#10 x 1"
(1) per panel clip
BYT
Callout Provide acceptable splice locations
C
H E
D U
LE
M
E A
S U
R E
M E
N T
D
IA
G R
A M
STANDARD PANEL
el ev at io n
MITERED PANEL ANGLE CUT PANEL BAGUETTE
el ev at io n el ev at io n el ev at io n pl an pl an pl an
C
R
TOTAL
TE
R
R A
C O
TT
A
Q U
A N
TI
TI
E S
T A
B
LE
N O
TE
S
FI
N
AL
S C
H
ED
U
LE
F O
R
PR
O D
U C
TI
O
N T
O B
E U
PD
AT
ED
W
IT
H
F
IN
AL
AP
PR
O
VE
D
D R
AW
IN
G S
TOTAL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34POSITION
POSITION
N A
M E
N
A M
E
N A
M E
N A
M E
N A
M E
2 [2
36 [3 6]
49 [4 9]
32 [3 2]
74 [7 4]
37 [3 7]
45 [4 5]
19 [1 9]
31 [3 1]
17 [1 7]
15 [1 5]
90 [9 0]
15 [1 5]
15 [1 5]
15 [1 5]
15 [1 5]
[3
27 [2 7]
30 [3 0]
30 [3 0]
15 [1 5]
15 [1 5]
15 [1 5]
15 [1 5]
30 [3 0]
30 [3 0]
90 [9 0]
15 [1 5]
15 [1 5]
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
A
N A
M E
B
R
N A
M E
B
L
N A
M E
B
N A
M E
B
N A
M E
B
R
N A
M E
B
L
N A
M E
B
R
N A
M E
B
L
N A
M E
B
2R
N A
M E
B
2L
N A
M E
B
0R
N A
M E
B
0L
N A
M E
B
0D
N A
M E
B
0R
N A
M E
B
0L
N O
T U
SE
D
N O
T U
SE
D
TOTAL
TOTAL
TE
R
R A
C O
TT
A
Q U
A N
TI
TI
E S
TA
B
LE
TOTAL
35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51
52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68
69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85
POSITION
POSITION
POSITION
N O
TE
S
FI
N
AL
S C
H
ED
U
LE
F O
R
PR
O D
U C
TI
O
N T
O B
E U
PD
AT
ED
W
IT
H
F
IN
AL
AP
PR
O
VE
D
D R
AW
IN
G S
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
N A
M E
17 [1 7]
- [-] - [-] 8 [8
8 [8
40 [4 0]
6 [6
- [-] - [-] 1 [1
21 [2 1]
- [-] - [-] 5 [5
6 [6
5 [5
2 [2
28 [2 8]
- [-] - [-] - [-] 1 [1
55 [5 5]
7 [7
2 [2
20 [2 0]
51 [5 1]
9 [9
- [-] - [-] - [-] 7 2 [2
20 [2 0]
51 [5 1]
9 [9
1 [1
N A
M E
N A
M E
N A
M E
C d j
N A
M E
D
R dj
N A
M E
D
Ld j
N A
M E
D dj
N A
M E
D
0D dj
N A
M E
E
N A
M E
E
N A
M E
N A
M E
N A
M E
F1
8R
N A
M E
F1
8L
N A
M E
F6
D
N A
M E
G
L
N A
M E
G
N A
M E
G
N A
M E
G
N A
M E
G
R
N A
M E
H
2L
N A
M E
N A
M E
H
N A
M E
H
N A
M E
H
N A
M E
H
N A
M E
H
N A
M E
I2
N A
M E
I1
N A
M E
J2
N A
M E
J1
[7
N A
M E
N A
M E
G
2L
1 [1
A M
E
D
IA
G R
A M
S
IZ
E
Q
TY
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
M P
C P
-R
C P
-L
13 12 6 2 1 3 22 4 10 22 1 44 1 11 3 1 10 4 1414
N
A M
E
D
IA
G R
A M
S
IZ
E
Q
TY
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
E P
-R 3 2 2 3 1 3 1 3 4 2 1 3 4 4 1 1 3 1 3 4 2 1
E P
-L N
O T
U
SE
D
0.11
SYSTEMS COMPONENTS CHART
CLIPS, VERTICAL & HORIZONTAL
SUPPORTS & FASTENERS
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
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1.
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A
HH
GG
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CC
BB
11.5 11 10.8 10 9.8 9.2 9 8 7.8 7.2 7 6.5 6
1.0
KEY PLANS
AT 1ST LEVEL B
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
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A B
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A
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R A
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SO
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D A
TI
O
N
1 KEY PLAN AT LEVEL B
3/32"=1'-0"
ARCH. PLAN REFERENCE: 54/AE 2.1.0A
FINISH FLOOR
EL 100.8
DN
UP
O P
P
O P
P
OH
P P
P P
TYP
TYP
A
HH
GG
FF
EE
DD
CC
BB
11.5 11 10.8 10 9.8 9.2 9 8 7.8 7.2 7 6.5 6
UP
O P
P
OH
TYP
CC
BB
11.5 11 10.8 10 9.8 9.2 9 8 7.8 7.2 7 6.5 6
1.1
KEY PLANS
AT 1ST FLOOR PLAN
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
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SO
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D A
TI
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2 KEY PLAN AT 1ST FLOOR PLAN
3/32"=1'-0"
ARCH. PLAN REFERENCE: 54/AE 2.1.1A
1 KEY PLAN AT 1ST FLOOR PLAN (AREA 2)
3/32"=1'-0"
ARCH. PLAN REFERENCE: 54/AE 2.1.1A
GG
FF
EE
DD
CC
BB
11.5 11 10.8 10 9.8 9.2 9 8 7.8 7.2 7 6.5 6
CC
BB
11.5 11 10.8 10 9.8 9.2 9 8 7.8 7.2 7 6.5 6
1.2
KEY PLAN
AT ROOF PLAN
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
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P O
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D B
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A B
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IT
A
TI
O N
R A
D
IO
LO
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O N
SO
LI
D A
TI
O
N
2 KEY PLAN AT ROOF PLAN
3/32"=1'-0"
ARCH. PLAN REFERENCE: 54/AE 2.1.2
1 KEY PLAN AT 1ST ROOF PLAN (AREA 2)
3/32"=1'-0"
ARCH. PLAN REFERENCE: 54/AE 2.1.1A
11.5 10.8 10 9.8 9 8 7.8 7 6.5 6 5.5
HH GG FF EE DD CC BB AAA
1.3
KEY ELEVATIONS
WEST AND SOUTH ELEVATIONS
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
1 KEY ELEVATION - WEST ELEVATION
1/16"=1'-0"
ARCH. PLAN REFERENCE: 54/AE 4.1.1
2 KEY ELEVATION - SOUTH ELEVATION
1/16"=1'-0"
ARCH. PLAN REFERENCE: 54/AE 4.1.2
5.5 6 6.5 7 7.8 8 9 9.8 10 11
AA BB CC DD EE FF GG HH A
1.4
KEY ELEVATIONS
EAST AND NORTH ELEVATIONS
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
1 KEY ELEVATION - EAST ELEVATION
1/16"=1'-0"
ARCH. PLAN REFERENCE: 54/AE 4.1.1
2 KEY ELEVATION - NORTH ELEVATION
1/16"=1'-0"
ARCH. PLAN REFERENCE: 54/AE 4.1.2
3/ 2.
4/ 2.
011.611.5 11 10.8 10 9.8 9 8
3/ 2.
4/ 2.
10.8 A HH GG
3/ 2.
4/ 2.
0 6.5 6 5.5
3/ 2.
4/ 2.
2.0
PANEL LAYOUT
DETAILED ELEVATIONS
AREA 1.1a, 1.1b, 1.1
4.
ro w 5.
w n um be r
1.
c ol um n or th /E as t/W es t/S ou th e le va tio n
3.
ol um n nu m be r
3 PANEL LAYOUT - AREA 1.1 PART A ELEVATION (WEST)
1/4"=1'-0" an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
IS
S
U E
-0
2-
ARCH. ELEVATION REFERENCE: 36/AE4.3.4
1 PANEL LAYOUT - AREA 1.1a ELEVATION (EAST) 1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 34/AE4.3.5
2 PANEL LAYOUT - AREA 1.1b ELEVATION (SOUTH) 1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 52/AE4.3.5
4 PANEL LAYOUT - AREA 1.1 PART B ELEVATION (WEST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.3.6
4/ 2.
011.611.5 11 10.8 10 9.8 9 8
3/ 2.
4/ 2.
M P
M P
M P
M P
M P
M P
M P
M P
M P
E P
-R E
P
9- R
M P
M P
M P
E P
-R
E P
-L
E P
-L E
P
7- L
M P
E P
-L
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
E P
-R E
P
9- R
E P
7-
R
10.8
M P
M P
C P
-R
C P
-L
A HH GG
E P
-R
M P
M P
M P
M P
M P
M P
M P
E P
-L
3/ 2.
4/ 2.
0 6.5 6 5.5
3/ 2.
4/ 2.
E P
9-
L E
P
-L
M P
M P
M P
M P
M P
M P
M P
M P
M P
E P
-R
2.0V
VERTICAL LAYOUT
DETAILED ELEVATIONS
AREA 1.1a, 1.1b, 1.1 w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be r
3 VERTICAL LAYOUT - AREA 1.1 PART A ELEVATION (WEST)
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
IS
S
U E
-0
2-
ARCH. ELEVATION REFERENCE: 36/AE4.3.4
1 VERTICAL LAYOUT - AREA 1.1a ELEVATION (EAST) 1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 34/AE4.3.5
2 VERTICAL LAYOUT - AREA 1.1b ELEVATION (SOUTH) 1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 52/AE4.3.5
4 VERTICAL LAYOUT - AREA 1.1 PART B ELEVATION (WEST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.3.6
4/ 2.
011.611.5 11 10.8 10 9.8 9 8
3/ 2.
4/ 2.
10.8 A HH GG
3/ 2.
4/ 2.
0 6.5 6 5.5
3/ 2.
4/ 2.
2.0H
HORIZONTAL RAIL LAYOUT
DETAILED ELEVATIONS
AREA 1.1a, 1.1b, 1.1 w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be r
3 HORIZONTAL RAIL LAYOUT - AREA 1.1 PART A ELEVATION (WEST)
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
IS
S
U E
-0
2-
ARCH. ELEVATION REFERENCE: 36/AE4.3.4
1 HORIZONTAL RAIL LAYOUT - AREA 1.1a ELEVATION (EAST) 1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 34/AE4.3.5
2 HORIZONTAL RAIL LAYOUT - AREA 1.1b ELEVATION (SOUTH) 1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 52/AE4.3.5
4 HORIZONTAL RAIL LAYOUT - AREA 1.1 PART B ELEVATION (WEST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.3.6
LINEAR FEET = 530'
LINEAR FEET = 68' LINEAR FEET = 146'
6 6.5 10.8 11 11.511.6
2.1
PANEL LAYOUT
DETAILED ELEVATIONS
AREA 1.2 AND 1.3
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
1 PANEL LAYOUT - AREA 1.2 ELEVATION (EAST)
1/4"=1'-0" 2 PANEL LAYOUT - AREA 1.3 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 33/AE4.3.1 ARCH. ELEVATION REFERENCE: 34/AE4.3.2
6 6.5
M P
M P
E P
-R
E P
-L E
P
9- L
E P
9-
R
E P
-L
E P
-R
E P
7-
R
10.8 11 11.511.6
E P
-R E
P
9- R
M P
E P
-L M
P
M P
M P
E P
-R
E P
-L E
P
9- L
2.1V
VERTICAL LAYOUT
DETAILED ELEVATIONS
AREA 1.2 AND 1.3
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
1 VERTICAL LAYOUT - AREA 1.2 ELEVATION (EAST)
1/4"=1'-0" 2 VERTICAL LAYOUT - AREA 1.3 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 33/AE4.3.1 ARCH. ELEVATION REFERENCE: 34/AE4.3.2
6 6.5 10.8 11 11.511.6
2.1H
HORIZONTAL RAIL LAYOUT
DETAILED ELEVATIONS
AREA 1.2 AND 1.3
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
IS
S
U E
-0
2-
1 HORIZONTAL RAIL LAYOUT - AREA 1.2 ELEVATION (EAST)
1/4"=1'-0" 2 HORIZONTAL RAIL LAYOUT - AREA 1.3 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 33/AE4.3.1 ARCH. ELEVATION REFERENCE: 34/AE4.3.2
LINEAR FEET = 78' LINEAR FEET = 73'
6 5.5 3/
4/ 2.
3/ 2.
4/ 2.
GG FF EE
3/
2.
4/ 2.
3/ 2.
4/ 2.
DD CC 5.5 6
2.2
PANEL LAYOUT
DETAILED ELEVATIONS
AREA 2.1 - 2.5
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be r
1 PANEL LAYOUT - AREA 2.1 ELEVATION (NORTH)
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
2 PANEL LAYOUT - AREA 2.2 ELEVATION (WEST)
1/4"=1'-0" 3 PANEL LAYOUT - AREA 2.3 PART A ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.1 ARCH. ELEVATION REFERENCE: 54/AE4.1.2
4 PANEL LAYOUT - AREA 2.3 PART B ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.2
5 PANEL LAYOUT - AREA 2.4 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
6 PANEL LAYOUT - AREA 2.5 ELEVATION (WEST)
E P
4-
R E
P
-R
C P
4-
L C
P
-L
6 5.5
C P
4-
L C
P
-L
C P
-R C
P
4- R
3/ 2.
4/ 2.
3/ 2.
4/ 2.
GG FF EE
C P
-R C
P
4- R
M P
M P
M P
M P
M P
M P
M P
E P
-L M
P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
3/ 2.
4/ 2.
3/ 2.
4/ 2.
DD CC
C P
4-
L C
P
-L
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
E P
-R
M P
M P
M P
M P
M P
M P
M P
M P
E P
8-
R
5.5 6
C P
4-
R C
P
-R
C P
4-
L C
P
-L
C P
4-
R C
P
-R
E P
4-
L E
P
-L
2.2V
VERTICAL LAYOUT
DETAILED ELEVATIONS
AREA 2.1 - 2.5
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be r
1 VERTICAL LAYOUT - AREA 2.1 ELEVATION (NORTH)
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
2 VERTICAL LAYOUT - AREA 2.2 ELEVATION (WEST)
1/4"=1'-0" 3 VERTICAL LAYOUT - AREA 2.3 PART A ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.1 ARCH. ELEVATION REFERENCE: 54/AE4.1.2
4 VERTICAL LAYOUT - AREA 2.3 PART B ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.2
5 VERTICAL LAYOUT - AREA 2.4 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
6 VERTICAL LAYOUT - AREA 2.5 ELEVATION (WEST)
6 5.5 3/
4/ 2.
3/ 2.
4/ 2.
GG FF EE
3/
2.
4/ 2.
3/ 2.
4/ 2.
DD CC 5.5 6
2.2H
HORIZONTAL RAIL LAYOUT
DETAILED ELEVATIONS
AREA 2.1 - 2.5
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be r
1 HORIZONTAL RAIL LAYOUT - AREA 2.1 ELEVATION (NORTH)
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
IS
S
U E
-0
2-
2 HORIZONTAL RAIL LAYOUT - AREA 2.2 ELEVATION (WEST)
1/4"=1'-0" 3 HORIZONTAL RAIL LAYOUT - AREA 2.3 PART A ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.1 ARCH. ELEVATION REFERENCE: 54/AE4.1.2
4 HORIZONTAL RAIL LAYOUT - AREA 2.3 PART B ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.2
5 HORIZONTAL RAIL LAYOUT - AREA 2.4 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
6 HORIZONTAL RAIL LAYOUT - AREA 2.5 ELEVATION (WEST)
1/4"=1'-0"
LINEAR FEET = 13'
LINEAR FEET = 10' LINEAR FEET = 577'
LINEAR FEET = 10'
LINEAR FEET = 13'
BB 6.5 7
BB
2.3
PANEL LAYOUT
DETAILED ELEVATIONS
AREA 2.6a - 2.13 w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
2 PANEL LAYOUT - AREA 2.6 ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 36/AE4.3.1
3 PANEL LAYOUT - AREA 2.7 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
4 PANEL LAYOUT - AREA 2.8 ELEVATION (NORTH)
1/4"=1'-0" 5 PANEL LAYOUT - AREA 2.9 ELEVATION (SOUTH)
1/4"=1'-0"
6 PANEL LAYOUT - AREA 2.10 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 34/AE4.3.2
7 PANEL LAYOUT - AREA 2.11 ELEVATION (NORTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 36/AE4.3.2
8 PANEL LAYOUT - AREA 2.12 ELEVATION (WEST)
1/4"=1'-0" 9 PANEL LAYOUT - AREA 2.13 ELEVATION (SOUTH)
1/4"=1'-0"
1 PANEL LAYOUT - AREA 2.6a ELEVATION (WEST)
P
4-
L C
P
-L
C P
-R C
P
4- R
E P
8-
R
M P
M P
M P
M P
M P
M P
6.5 7
C P
4-
R C
P
-R
C P
4-
L C
P
-L
C P
4-
R C
P
-R
E P
4-
L E
P
-L
C P
4-
L C
P
-L
E P
-R E
P
4- R
C P
4-
R C
P
-R
C P
4-
L C
P
-L
BB
C P
4-
R C
P
-R
C P
4-
L C
P
-L
E P
8-
L
M P
M P
M P
M P
M P
M P
C P
4-
R C
P
-R
E P
4-
L E
P
-L
C P
4-
L C
P
-L
E P
-R E
P
4- R
C P
4-
L C
P
-L
E P
4-
R E
P
-R
2.3V
VERTICAL LAYOUT
DETAILED ELEVATIONS
AREA 2.6a - 2.13 w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
2 VERTICAL LAYOUT - AREA 2.6 ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 36/AE4.3.1
3 VERTICAL LAYOUT - AREA 2.7 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
4 VERTICAL LAYOUT - AREA 2.8 ELEVATION (NORTH)
1/4"=1'-0" 5 VERTICAL LAYOUT - AREA 2.9 ELEVATION (SOUTH)
1/4"=1'-0"
6 VERTICAL LAYOUT - AREA 2.10 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 34/AE4.3.2
7 VERTICAL LAYOUT - AREA 2.11 ELEVATION (NORTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 36/AE4.3.2
8 VERTICAL LAYOUT - AREA 2.12 ELEVATION (WEST)
1/4"=1'-0" 9 VERTICAL LAYOUT - AREA 2.13 ELEVATION (SOUTH)
1/4"=1'-0"
1 VERTICAL LAYOUT - AREA 2.6a ELEVATION (WEST)
BB 6.5 7
2.3H
HORIZONTAL RAIL LAYOUT
DETAILED ELEVATIONS
AREA 2.6a - 2.13 w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
IS
S
U E
-0
2-
2 HORIZONTAL RAIL LAYOUT - AREA 2.6 ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 36/AE4.3.1
3 HORIZONTAL RAIL LAYOUT - AREA 2.7 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
4 HORIZONTAL RAIL LAYOUT - AREA 2.8 ELEVATION (NORTH)
1/4"=1'-0" 5 HORIZONTAL RAIL LAYOUT - AREA 2.9 ELEVATION (SOUTH)
1/4"=1'-0"
6 HORIZONTAL RAIL LAYOUT - AREA 2.10 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 34/AE4.3.2
7 HORIZONTAL RAIL LAYOUT - AREA 2.11 ELEVATION (NORTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 36/AE4.3.2
8 HORIZONTAL RAIL LAYOUT - AREA 2.12 ELEVATION (WEST)
1/4"=1'-0" 9 HORIZONTAL RAIL LAYOUT - AREA 2.13 ELEVATION (SOUTH)
1/4"=1'-0"
1 HORIZONTAL RAIL LAYOUT - AREA 2.6a ELEVATION (WEST) 1/4"=1'-0"
LINEAR FEET = 6'
LINEAR FEET = 130' LINEAR FEET = 10'
LINEAR FEET = 27' LINEAR FEET = 27'
LINEAR FEET = 10' LINEAR FEET = 130'
LINEAR FEET = 7' LINEAR FEET = 13'
CC DD EE FF GG
11.611.5 1111 11.5
2.4
PANEL LAYOUT
DETAILED ELEVATIONS
AREA 2.14 - 2.17
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
2 PANEL LAYOUT - AREA 2.15 ELEVATION (NORTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.2
3 PANEL LAYOUT - AREA 2.16 ELEVATION (WEST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.1
4 PANEL LAYOUT - AREA 2.17 ELEVATION (SOUTH)
1/4"=1'-0"1 PANEL LAYOUT - AREA 2.14 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
P
4-
L C
P
-L
C P
4-
R C
P
-R
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
E P
8-
R
E P
8-
L
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
M P
E P
-L
M P
M P
M P
M P
E P
-R
11.611.5 11
C P
4-
R C
P
-R
C P
4-
L C
P
-L
C P
4-
R C
P
-R
E P
4-
L E
P
-L
11 11.5
C P
4-
R C
P
-R
C P
4-
L C
P
-L
2.4V
VERTICAL LAYOUT
DETAILED ELEVATIONS
AREA 2.14 - 2.17
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
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R A
D
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O N
SO
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2 VERTICAL LAYOUT - AREA 2.15 ELEVATION (NORTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.2
3 VERTICAL LAYOUT - AREA 2.16 ELEVATION (WEST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.1
4 VERTICAL LAYOUT - AREA 2.17 ELEVATION (SOUTH)
1/4"=1'-0"1 VERTICAL LAYOUT - AREA 2.14 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
11.611.5 1111 11.5
2.4H
HORIZONTAL RAIL LAYOUT
DETAILED ELEVATIONS
AREA 2.14 - 2.17
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
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R A
D
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LO
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O N
SO
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D A
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IS
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U E
-0
2-
2 HORIZONTAL RAIL LAYOUT - AREA 2.15 ELEVATION (NORTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.2
3 HORIZONTAL RAIL LAYOUT - AREA 2.16 ELEVATION (WEST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.1
4 HORIZONTAL RAIL LAYOUT - AREA 2.17 ELEVATION (SOUTH)
1/4"=1'-0"1 HORIZONTAL RAIL LAYOUT - AREA 2.14 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
LINEAR FEET = 10' LINEAR FEET = 10'
LINEAR FEET = 13'
LINEAR FEET = 580'
LINEAR FEET CHART
AREAS L.F
AREA 1.1 530'
AREA 1.1a 68'
AREA 1.1b 146'
AREA 1.2 78'
AREA 1.3 73'
AREA 2.1 13'
AREA 2.2 10'
AREA 2.3 577'
AREA 2.4 10'
AREA 2.5 13'
AREA 2.6 130'
AREA 2.6a 6'
AREA 2.7 10'
AREA 2.8 27'
AREA 2.9 27'
AREA 2.10 10'
AREA 2.11 130'
AREA 2.12 7'
AREA 2.13 13'
AREA 2.14 10'
AREA 2.15 580'
AREA 2.16 10'
AREA 2.17 13'
TOTAL 2491'-0"
5 LINEAR FEET CHART
N.T.S
6 5.5
A HH GG FF EE DD CC
5.5
2.5
PANEL LAYOUT
DETAILED ELEVATIONS
PLANTER AREA 3.1 - 3.4
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
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O N
R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
1 PANEL LAYOUT - AREA 3.1 ELEVATION (WEST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.1
2 PANEL LAYOUT - AREA 3.2 ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.2
3 PANEL LAYOUT - AREA 3.3 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
4 PANEL LAYOUT - AREA 3.4 ELEVATION (WEST)
1/
2/ 2.
1/ 2.
2/ 2.
11 11.5
1/ 2.
2/ 2.
1/ 2.
2/ 2.
6 6.5 7 7.8 8 9 9.8 10
BB
CC DD EE FF GG 11.611.5
BB
2.6
PANEL LAYOUT
DETAILED ELEVATIONS
PLANTER AREA 3.5 - 3.11
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
TI
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R A
D
IO
LO
G
Y C
O N
SO
LI
D A
TI
O
N
3 PANEL LAYOUT - AREA 3.6 PART B ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
2 PANEL LAYOUT - AREA 3.6 PART A ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.1
4 PANEL LAYOUT - AREA 3.7 ELEVATION (NORTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.2
6 PANEL LAYOUT - AREA 3.9 ELEVATION (EAST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.2
5 PANEL LAYOUT - AREA 3.8 ELEVATION (WEST)
1/4"=1'-0"
7 PANEL LAYOUT - AREA 3.10 ELEVATION (NORTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.2
8 PANEL LAYOUT - AREA 3.11 ELEVATION (WEST)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 51/AE4.1.1
1 PANEL LAYOUT - AREA 3.5 ELEVATION (SOUTH)
1/4"=1'-0"
ARCH. ELEVATION REFERENCE: 54/AE4.1.2
GG
FF
EE
6 5.5
A R
E A
3.
2/2.7
1/2.7
2/2.7
1/2.7
DD
CC
6 5.5
A R
E A
3.
2/2.7
1/2.7
2/2.7
1/2.7
BB
9.2 9 8 7.8 7.2 7 6.5
AREA 3.13
4/ 2.
3/ 2.
4/ 2.
3/ 2.
10.8 10 9.8 9.2
BB
AREA 3.13
4/ 2.
3/ 2.
4/ 2.
3/ 2.
2.7
PANEL LAYOUT
DETAILED ELEVATIONS
PLANTER AREA 3.12 AND 3.13
COPING
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
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O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
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A B
IL
IT
A
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R A
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O N
SO
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IS
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-0
2-
1 PANEL LAYOUT - AREA 3.12 PART A ELEVATION (COPING)
1/4"=1'-0" 2 PANEL LAYOUT - AREA 3.12 PART B ELEVATION (COPING)
1/4"=1'-0"
3 PANEL LAYOUT - AREA 3.13 PART A ELEVATION (COPING)
1/4"=1'-0"
4 PANEL LAYOUT - AREA 3.13 PART B ELEVATION (COPING)
DD
CC
A R
E A
3.
1/2.8
2/2.8
1/2.8
2/2.8
GG
FF
EE
A R
E A
3.
1/2.8
2/2.8
1/2.8
2/2.8
2.8
PANEL LAYOUT
DETAILED ELEVATIONS
PLANTER AREA 3.14 COPING
w n um be ol um n or th /E as t/W es t/S ou th e le va tio ol um n nu m be an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
E H
A B
IL
IT
A
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R A
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LO
G
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O N
SO
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D A
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IS
S
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-0
2-
1 PANEL LAYOUT - AREA 3.14 PART A ELEVATION (COPING )
1/4"=1'-0" 2 PANEL LAYOUT - AREA 3.14 PART B ELEVATION (COPING )
10.8
HH
GG
11 10.8 102/ 3.
3/ 3.
2/ 3.
3/ 3.
6.5 6
2/ 3.
3/ 3.
2/ 3.
3/ 3.
GG
4/ 3.
5/ 3.
GG
6.5 610 9.8 9.2 9 8 7.8 7.2 7
4/ 3.
5/ 3.
GG
4/ 3.
5/ 3.
011.5 11 10.8
GG
4/ 3.
5/ 3.
3.0
DETAILED PLANS
AREA - 1.1
AT LEVEL B THROUGH
ROOF LEVEL
1 DETAILED PLANS - AREA 1.1a, 1.1b AND 1.1 AT LEVEL B an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
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R
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O R
A M
B U
LA
TO
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C A
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P O
LY
TR
A U
M A
A N
D B
LI
N
D R
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A B
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IT
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IS
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2-
2 DETAILED PLANS - AREA 1.1 PART A AT LEVEL 1
1/4"=1'-0" 3 DETAILED PLANS - AREA 1.1 PART B AT LEVEL 1
1/4"=1'-0"
5 DETAILED PLANS - AREA 1.1 PART B AT ROOF LEVEL
1/4"=1'-0"
4 DETAILED PLANS - AREA 1.1 PART A AT ROOF LEVEL
UP
6.5 6
CC
11 10.8
CC
CC
6.5 6
11.5 11 10.8
CC
3.1
DETAILED PLANS
AREA - 1.2 AND 1.3
AT LEVEL 1 AND ROOF LEVEL
1 DETAILED PLANS - AREA 1.2 AT LEVEL 1
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
S F
O R
A M
B U
LA
TO
R Y
C A
R E
P O
LY
TR
A U
M A
A N
D B
LI
N
D R
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A B
IL
IT
A
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R A
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O N
SO
LI
D A
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3 DETAILED PLANS - AREA 1.3 AT AT LEVEL 1
1/4"=1'-0"
2 DETAILED PLANS - AREA 1.2 AT ROOF LEVEL
1/4"=1'-0"
4 DETAILED PLANS - AREA 1.3 AT ROOF LEVEL
GG
FF
EE
2/3.2
1/3.2
2/3.2
1/3.2
N
DD
CC
2/3.2
1/3.2
2/3.2
1/3.2
GG
FF
EE
4/3.2
3/3.2
4/3.2
3/3.2
DD
CC
4/3.2
3/3.2
4/3.2
3/3.2
3.2
DETAILED PLANS
AREA - 2.1 - 2.5
AT LEVEL 1 AND ROOF LEVEL
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
J
P:
(2
5-
F:
(2
5-
C
EN
TE
R
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O R
A M
B U
LA
TO
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C A
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P O
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TR
A U
M A
A N
D B
LI
N
D R
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A B
IL
IT
A
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R A
D
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O N
SO
LI
D A
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O
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1 DETAILED PLANS - AREA 2.1, 2.2 AND 2.3 PART A AT LEVEL 1
1/4"=1'-0" 2 DETAILED PLANS - AREA 2.3 PART B, 2.4 AND 2.5 AT LEVEL 1
1/4"=1'-0" 3 DETAILED PLANS - AREA 2.1, 2.2 AND 2.3 PART A AT ROOF LEVEL
1/4"=1'-0" 4 DETAILED PLANS - AREA 2.3 PART B, 2.4 AND 2.5 AT ROOF LEVEL
6.5
TY
11 10.8
BB
11.5
DD
CC
3/3.3
4/3.3
3/3.3
4/3.3 11.5 11
GG
FF
EE
3/3.3
4/3.3
3/3.3
4/3.3
3.3
DETAILED PLANS
AREA - 2.6a - 2.12
AT LEVEL 1 AND ROOF LEVEL
AREA 2.13 - 2.17 AT LEVEL 1
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
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1 DETAILED PLANS - AREA 2.6a - 2.8 AT LEVEL 1 AND ROOF LEVEL
1/4"=1'-0" 2 DETAILED PLANS - AREA 2.9 - 2.12 AT LEVEL 1 AND ROOF LEVEL
1/4"=1'-0"
3 DETAILED PLANS - AREA 2.13, 2.14 AND 2.15 PART A AT LEVEL 1
1/4"=1'-0" 4 DETAILED PLANS - AREA 2.15 PART B, 2.16 AND 2.17 AT LEVEL 1
11.5
CC
1/3.4
2/3.4
1/3.4
2/3.4 11.5 11
GG
FF
EE
1/3.4
2/3.4
1/3.4
2/3.4
3.4
DETAILED PLANS
AREA - 2.13 - 2.17
AT ROOF LEVEL
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
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1 DETAILED PLANS - AREA 2.13, 2.14 AND 2.15 PART A AT ROOFLEVEL
1/4"=1'-0" 2 DETAILED PLANS - AREA 2.15 PART B, 2.16 AND 2.17 AT ROOF LEVEL
EE
CC
2/3.5
1/3.5
2/3.5
1/3.5
A R
E A
3.
AREA 3.3
A
HH
GG
FF
EE
2/3.5
1/3.5
2/3.5
1/3.5
AREA 3.1
A R
E A
3.
BB
8 7.8 7.2 7 6.51/ 3.
3/ 3.
1/ 3.
3/ 3.
AREA 3.6
A R
E A
3.
AREA 3.4
3.5
DETAILED PLANS
AREA - 3.1 - 3.5 AND 3.6 PART A
AT LEVEL 1
1 DETAILED PLANS - AREA 3.1 AND 3.2 PART A AT LEVEL 1
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
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2 DETAILED PLANS - AREA 3.2 PART B AND 3.3 AT LEVEL 1
1/4"=1'-0"
3 DETAILED PLANS - AREA 3.4, 3.5 AND 3.6 PART A AT LEVEL 1
TYP
10.8 10 9.8 9.2 9
BB
1/ 3.
3/ 3.
1/ 3.
3/ 3.
AREA 3.6
A R
E A
3.
AREA 3.8
DD
CC
2/3.6
3/3.6
2/3.6
3/3.6
A R
E A
3.
AREA 3.9
GG
FF
EE
DD
2/3.6
3/3.6
2/3.6
3/3.6
A R
E A
3.
AREA 3.11
3.6
DETAILED PLANS
AREA - 3.6 PART B AND 3.7 - 3.11
AT LEVEL 1
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
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1 DETAILED PLANS - AREA 3.6 PART B, 3.7 AND 3.8 AT LEVEL 1
1/4"=1'-0"
2 DETAILED PLANS - AREA 3.9 AND 3.10 PART A AT LEVEL 1
1/4"=1'-0"
3 DETAILED PLANS - AREA 3.10 PART B AND 3.11 AT LEVEL 1
AHHGG CC 6
4.0
WALL SECTIONS
2 WALL SECTION 1 (AREA 1.1)
1/4"=1'-0" © an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
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1 WALL SECTION 2 (AREA 1.1a AND 1.1b)
1/4"=1'-0" 3 WALL SECTION 3 (AREA 1.2)
1/4"=1'-0"
4 WALL SECTION 4 (AREA 2.3)
11 6 5.5 6 11
11 11 BB BB
4.1
WALL SECTIONS
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
B rig gs R oa d
M ou nt L au re l, N
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N1 WALL SECTION 5 (AREA 2.3 AND 3.2)
1/4"=1'-0" 2 WALL SECTION 6 (AREA 2.3 AND 3.2)
1/4"=1'-0" 3 WALL SECTION 7 (AREA 2.3 AND 3.2)
1/4"=1'-0" 4 WALL SECTION 8 (AREA 2.15 AND 3.1)
1/4"=1'-0"
5 WALL SECTION 9 (AREA 2.15 AND 3.10)
1/4"=1'-0" 6 WALL SECTION 10 (AREA 2.15 AND 3.10)
1/4"=1'-0" 7 WALL SECTION 11 (AREA 3.6)
1/4"=1'-0" 8 WALL SECTION 12 (AREA 3.6)
5.0
PLAN DETAIL
AT TYP. PLAN
1 PLAN DETAIL - AT TYP. PLAN
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
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-0
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2-
5.1
AT CORNER
1 PLAN DETAIL - AT CORNER
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
B rig gs R oa d
M ou nt L au re l, N
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1.
-2 7-
5.2
AT WING
1 PLAN DETAIL - AT WING
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
B rig gs R oa d
M ou nt L au re l, N
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1.
-2 7-
5.3
AT INSIDE CORNER
1 PLAN DETAIL - AT INSIDE CORNER
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
M ou nt L au re l, N
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-0
2-
5.4
AT DOOR JAMB
1 PLAN DETAIL - AT DOOR JAMB
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
B rig gs R oa d
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2-
IS
S U
E
2.
-0
8-
5.5
AT JAMB
1 PLAN DETAIL - AT JAMB
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
B rig gs R oa d
M ou nt L au re l, N
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2-
IS
S U
E
2.
-0
8-
5.6
AT JAMB
1 PLAN DETAIL - AT JAMB
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
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2-
IS
S U
E
2.
-0
8-
5.7
AT JAMB
1 PLAN DETAIL - AT JAMB
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
U E
-0
3-
B rig gs R oa d
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-0
2-
IS
S U
E
2.
-0
8-
5.8
AT TERMINATION
1 PLAN DETAIL - AT TERMINATION
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
B rig gs R oa d
M ou nt L au re l, N
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-0
2-
IS
S U
E
2.
-0
8-
5.9
AT TERMINATION
1 PLAN DETAIL - AT TERMINATION
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
B rig gs R oa d
M ou nt L au re l, N
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-0
2-
IS
S U
E
2.
-0
8-
5.10
AT TERMINATION
1 PLAN DETAIL - AT TERMINATION
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
B rig gs R oa d
M ou nt L au re l, N
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-0
2-
5.11
AT TERMINATION
1 PLAN DETAIL - AT TERMINATION
an ,In c.
* ALL DIMENSIONS MUST BE VERIFIED IN FIELD ** ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY .; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS
IS
S
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-0
3-
B rig gs R oa d
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2-
IS
S U
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2.
-0
8-
E C
TI
O
N D
E
TA
IL
A T
TY
P
. S E
C
TI
O N
6" =1
'-0
E C
TI
O
N D
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TA
IL
A T
P A
R A
P E
T 6"
=1 '-0
BYT
Callout Reference detail 5.22 for anchor spacing requirements, typ.
BYT
Arrow
E C
TI
O
N D
E
TA
IL
A T
P A
R A
P E
T 6"
=1 '-0
E C
TI
O
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E
TA
IL
A T
P A
R A
P E
T 6"
=1 '-0
E C
TI
O
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TA
IL
A T
TO
P
6" =1
'-0
E C
TI
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TA
IL
AT
C
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6" =1
'-0
E C
TI
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TA
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A T
H E
A D
6" =1
'-0
E C
TI
O
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TA
IL
A T
H E
A D
6" =1
'-0
E C
TI
O
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TA
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AT
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D
6" =1
'-0
E C
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TA
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A T
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L
- B
A S
E 6"
=1 '-0
E C
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TA
IL
A T
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6" =1
'-0
E C
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TA
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A T
B A
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6" =1
'-0
E C
TI
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TA
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A T
B A
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6" =1
'-0
E C
TI
O
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TA
IL
A T
B A
S E
6" =1
'-0
E C
TI
O
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TA
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A T
TR
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N 6"
=1 '-0
E C
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TA
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A T
TR
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IT
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N 6"
=1 '-0
E C
TI
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TA
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A T
S
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L- B
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=1 '-0
E C
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TA
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A T
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G -B
A S
E 6"
=1 '-0
E C
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A T
C O
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G -B
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Stamp
Larson Engineering Inc.
2801 E. Enterprise Ave., Suite 200 Appleton, WI 54913-7889
920.734.9867 Fax: 920.734.9880
www.larsonengr.com
Larson
J>roject Information:
Project: V APA Radiology
Design Summary
Project Location: Palo Alto, California J>roject Number: 33110085.000
Terra Cotta Support Framing System
1. The horizontal Z shape shall be spaced no more than 36" oc (vertically).
2. The horizontal Z shape shall not be spliced at a vertical profile location. It is intended for the splice to be located a minimum of (1) connection location away from a vertical profile. At connection to concrete, the splice location shall be within 4" of the intermediate connection (max 29" away from vertical profile) between panel locations. Reference RD4 in the "Detail Mark-Ups I Revisions" for an explanation of the intermediate connection point.
3. The horizontal Z shape shall be connected as shown in the "Detail Mark Ups/Revision" of this calculation package.
4. The teiTa cotta tile top clip shall not be installed tight to the terra cotta to allow for differential movement.
5. The teiTa cotta aluminum support framing shall not bridge any horizontal or vertical building movement joints, or bridge any floor framing that will prohibit differential deflection from one floor to the next.
6. Reference Design Criteria in this calculation package for material requirements.
Design Summary I
Appleton, WI 54913-7889
920.734.9867 Fax: 920.734.9880
www.larsonengr.com
~Larson
Detail Mark-Ups I Revisions
PROVIDE (2) #14 SCREWS
ON EACH SIDE OF
HORIZONTAL Z SHAPE
TO BE SPACED A
MAXIMUM OF 36" OC.
HORIZONTAL MAY
CANTILEVGER A
MAXIMUM OF 8" PAST
THE CONNECTION TO
STRUCTURE.
VERTICAL PROFILE. 1
(1)#14SCREWAT16" 0C I,. ;k' [750] I
TYPICAL I • 1] ' A '
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CD ~!;7~EM COMPONENTS PlAN VERTICAL PROFILES
MAY CANTILEVER A
MAXIMUM OF 12" PAST
THE CONNECTION TO
THE HORIZONTAL
PROVIDE 45MM
TOP CLIPS AT
ALL OUTSIDE
CORNER
LOCATIONS
COMPONEHTSif'ISHI.DAN cot.IPONEH'T8 BY OTliER8 I NOTES
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1· SEEDRAWINGS0.3&0..4FOR COUPONafl't1 N=ORMATIOH.
2· FOR REMAINING COMPONENT I'TBtS 12 THROUGH ff7 SEE DRAWING 0..5.
FINAL TYPE, SIZE. MATERIAL. REPETTTION AND QUANTITIES
OF CLIPS, FASTENERS & SUPPORT BRACKETS TO BE
COORDINATED WITH ENGINEERING. ENGINEERING /oJ..WAVS SUPERSEDES JW'( INFORMAnON ON THIS SET.
" COORDINATE IN FIELD FOR INSTAUAnON REQUIREMENTS
& WORK OF ALL TRADES
ALL DIMENSIONS MUST BE VERIFIED IN FIELD •• ONLY ITEMS SPECIFICALLY NOTED AS "BY SHILDAN" TO BE PROVIDED BY SHI..DAN Inc.; ALL OTHER ITEMS TO BE PROVIDED BY OTHERS z
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SUB-S TRUCTURE
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IIOT!OOI ..oo;T 'CO' ,.._~(L!.
-:l'•o:tiiU$1<ll i 10- i 45mm TOP CLIP
' ,, - l AT ALL OUTSIDE 3/8" DIA HILTI KWIK BOLT TZ j CORNER (304/316) STAINLESS STEEL.
·- l LOCATIONS MIN. 2" EMBEDMENT INTO "' j CONCRETE.
,._ ~ 4" MIN EDGE DISTANCE.
' ~ 6" MIN. SPACING
fl&l'(: :").1 - )/U"l:"- >f" taP CO«TOUWS
~ ~cou-q
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CLIP rA~TCUER IA2 rA~Trtl(R WALL ANCIIORS - rRAMIIIG
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!/1- FASTENERS SHALL BE STAINLESS STEEL ALLOY GROUPS 1,2 & 3, CONDITION CW.
MUST PENETRATE STUDS
... OCCURS AT CORNERS- ATTACH VE RTICAL AT EVERY HORIZONTAL LINE
••• fiNAL TYPE, SIZE, MATERIAL, REPETITION AND QUANTITIES OF CUPS, FASTENERS
& SUPPORT BRACKETS TO BE COORDINATED Wl TH ENGINEERING. ENGINEERING
ALWA YS SUPERSEDES ANY INFORMATION ON THIS SET.
~~~ ~l~ ......... ~C&I,.CS
• ALL DIMENSIONS MUST BE VERIFIED IN FIELD •• ONLY ITEMS SPECIFICALLY NOTED AS ·By SHILDAN"' TO BE PROVIDED BY SHIL.DAN Inc. ; All OTHER ITEMS TO BE PROVIDED BY OTHERS
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SYSTEMS COMPONENTS CHART
CliPS, VERTICAL & HORIZONTAL
SUPPORTS 6 FASTENERS
0.5A
<:J t ; ~ +~~ ~-~t I -~ _ __!_ 1 I i
I··
·t! I I L i J ' ·'
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·'' I ' ' ARCt{OETNL REFERENCE •' ' -:iSfAE5.1,l
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It I
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[) ; Shlldan,lnc. PRo.ECT NAME: --- CEHTt.RS FORAMBIJI.ATORY CARE \ -..--. .. - POL Y1RAl.IMA AND 8UNO REHABIJTAn:JN
SHt~:::=:: ..--C1>HIOUDAnoo
"' I ·-- ...
~ ~-==~"4~;:_~
PROVIDE (2) ANCHORS AT EACH M2
VERTICAL PROFILE. CENTER ANCHORS
ABOUT THE VERTICAL PROFILE. SPACE
THE (2) ANCHORS 6" APART
HORIZONTALLY. AT REMAINING
LOCATIONS PROVIDE (1) ANCHOR AT
MID SPAN BTWN VERTICAL PROFILES,
NO GREATER THAN 29" APART.
C> t
..,· •• ~o;
J ,i .
LJ
' I
. "··l \i,' 5.33
Appleton, WI 54913-7889
920.734.9867 Fax: 920.734.9880
www.larsonengr.com
~Larson
Design Criteria
2801 E. Enterprise Ave. Suite 200 Appleton, WI 54913-7889
920.734.9867 Fax: 920.734.9880
www.larsonengr.com
~Larson
Project Information:
Project: V AP A Radiology
Design Criteria
Project Location: Palo Alto, California Project Number: 33140085.000
Load Criteria
Wind Load per Code/Structural Dwgs:
Wind Importance Factor:
Wind Exposure Category:
Wind Speed:
Seismic Short Period Acceleration:
Seismic Design Shmi Period Acceleration:
Seismic Site Class:
+/- 21.0 psf (Corner) Iw = 1.15
"B" V=85 mph Ss=1.96 Sos=l.31 "D"
I.
2.
3.
4.
5.
6.
7.
8.
9.
Seismic Importance Factor: IE=1.5 Structural calculations based on Tena Cotta Shop Drawings by Shildan, Inc.
Terra Cotta Tile Support Framing System
1. Aluminum extrusions shall be 6063-T6 alloy and temper or better.
2. Aluminum angles shall be 6063-T6 alloy and temper.
3. Aluminum Tile Clips shall be 5052-H32 alloy and temper, or better.
4. Aluminum members are designed per the…
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