10-723-069F- STEEL TUBE
`-314" MAX. SHIM SPACE, I I -uulvu. uunrs
TYP. S -4.4
SIDE ENTRY VESTIBULE
CURTAIN WALL ELEVATION
SCALE: 1/2" = V -0"
OPENING I PRODUCT
LABEL
NOA
J �
S -4.3 S -4.3
TCW 250P
A
LOAD CAPACITY
NOA# 05- 0624.07
NOA# 05- 0624.04
+80.0
TCW 250TS
B
TCW 250P
TWIN SPAN
10 I
- 102.00
TCW 250TS
C
+80.0
H4 D8
nn
V
H
10
H4
nn
V
,. 7
S -4.3
H
9
- 102.00
TCW 250TS
+56.6
w-
°�
G -2
-73.9
S -4.3
11
S-4.3
F2
S -4.3
I 11
S-4.3
F
-71.4
- 102.00
rl 2
TCW 250TS
S-4.4
+59.6
+80.0
G
NOA# 05- 0624.07
G -2
-79.8
- 102.00
159
TCW 250TS
-95
+56.7
+80.0
H
New
G -2
-74.1
+59.6
- 102.00
+80.0
`-314" MAX. SHIM SPACE, I I -uulvu. uunrs
TYP. S -4.4
SIDE ENTRY VESTIBULE
CURTAIN WALL ELEVATION
SCALE: 1/2" = V -0"
OPENING I PRODUCT
LABEL
NOA
DESIGN WIND
TCW 250P
A
LOAD CAPACITY
NOA# 05- 0624.07
NOA# 05- 0624.04
+80.0
TCW 250TS
B
TCW 250P
TWIN SPAN
NOA# 05- 0624.07
- 102.00
TCW 250TS
C
+80.0
G -2
NOA# 05- 0624.07
)PP.
ID
GLASS
GLAZING DESIGN
DESIGN WIND
TYPE
WIND LOAD (PSF)
LOAD CAPACITY
NOA# 05- 0624.07
+59.0
+80.0
G -2
-95
TCW 250P
TWIN SPAN
-78.7
- 102.00
E
+59.6
+80.0
G -2
-79.8
- 102.00
TCW 250TS
+56.6
+80.0
G -2
-73.9
- 102.00
v
Q
a
d
w
w
c�
w
a
w
d
w
c�
w
CO
CONIC.
3 ", TYP.
rl 1wi
ENTRY VESTIBULE DOOR &
CURTAIN WALL ELEVATION
SCALE: 1/2" = V -0"
EXTERIOR CURTAIN WALL AND DOOR SCHEDULE
MULLION /JAMB SPAN
(IN)
68
117
155
TCW 250TS
JAMB DESIGN WIND
LOAD CAPACITY (PSF)
+80
-110
+80
-95
+80
-95
+55.1
+80.0
D
NOA# 05- 0624.07
G -2
-70.9
- 102.00
-95
TCW 250P
TWIN SPAN
+58.4
+80.0
E
NOA# 05- 0624.04
G 2
-77.3
- 102.00
1/4" HS INBOARD
TCW 250TS
+80
+55.4
+80.0
F
NOA# 05- 0624.07
G 2
-71.4
- 102.00
+80
TCW 250TS
79
+59.6
+80.0
G
NOA# 05- 0624.07
G -2
-79.8
- 102.00
159
TCW 250TS
-95
+56.7
+80.0
H
NOA# 05- 0624.07
TCW 250TS
G -2
-74.1
+59.6
- 102.00
+80.0
-95
K
NOA# 05- 0624.07
TCW 250TS
G -2
-74.1
+57.5
- 102.00
+80.0
132
L
NOA# 05- 0624.07
G -2
-75.7
- 102.00
+80
TCW 250TS
132
+59.6
+80.0
M
NOA# 05- 0624.07
TCW 250TS
G -2
-79.8
+57.4
- 102.00
+80.0
132
N
NOA# 05- 0624.07
KAWNEER 350IR
G -2
-75.4
+56.2
- 102.00
+90.0
+80
0
NOA# 09- 0930.11
GO -4
-73.0
-90.0
v
Q
a
d
w
w
c�
w
a
w
d
w
c�
w
CO
CONIC.
3 ", TYP.
rl 1wi
ENTRY VESTIBULE DOOR &
CURTAIN WALL ELEVATION
SCALE: 1/2" = V -0"
EXTERIOR CURTAIN WALL AND DOOR SCHEDULE
MULLION /JAMB SPAN
(IN)
68
117
155
JAMBIMULLION DESIGN
WIND LOAD (PSF)
+59.6
-79.8
+55.1
-70.8
+52.9
-66.5
JAMB DESIGN WIND
LOAD CAPACITY (PSF)
+80
-110
+80
-95
+80
-95
MULLION DESIGN WIND
LOAD CAPACITY PSF
+80
-110
+73.5
-73.5
+73.5
-73.5
TWIN SPAN
+52.9
+80
+73.5
156
-66.5
-95
-73.5
TWIN SPAN
+56.5
+80
+73.5
98
-73.6
-95
-73.5
1/4" HS INBOARD
+52.9
+80
+73.5
156
-66.5
-95
-73.5
NIA
+58.1
+80
+80
79
-76.9
-110
-110
PERT' ANCHOR WITH 4" MINIMUM EMBEDMENT (1 EACH
+52.7
+80
+73.5
159
-66.1
-95
-73.5
(8) #14 HEX HEAD SELF DRILLING OR TEK SCREWS PERT'
+54.4
+80
+73.5
128
-69.4
-95
-73.5
r
+54.2
+80
+73.5
132
-69.0
-95
-73.5 7
41.R i W •
+54.2
+80
+73.5
132
-69.0
-95
-73.5
+54.2
+80
+73.5
132
-69.0
-95
-73.5
+54.2
+80
+73.5
132
-69.0
-95
-73.5
+54.2
+80
+73.5
132
-69.0
-95
-73.5
N/A
N/A
N/A
N/A
CURTAIN WALL NOTES:
1. FOR ANY SPECIFICATIONS OR DETAILS NOT SHOWN HEREIN, REFER TO PRODUCT N.O.A. AS LISTED ABOVE.
2. SEALANT AND BACKER ROD FOR WATER INFILTRATION, REFER TO ARCHITECTURAL DRAWINGS AND N.O.A.
STEEL REINF., TYP.
CONC.CURB
i1►:�:�
3 ", TYP.
MULLION JAMB COMMENTS
TYPE TYPE
N/A N/A
TWIN SPAN TWIN SPAN
TWIN SPAN I TWIN SPAN
TWIN SPAN I TWIN SPAN
NIA
N/A
NOMINAL
TWIN SPAN
TWIN SPAN
TYPE
TWIN SPAN
TWIN SPAN
TWIN SPAN
TWIN SPAN
LAMINATED
TWIN SPAN
TWIN SPAN
9/16"
TWIN SPAN
TWIN SPAN
• V V
TWIN SPAN
TWIN SPAN
1/4" HS INBOARD
TWIN SPAN
TWIN SPAN
LAMINATED
1/4" HS OUTBOARD
GO -4
PANIC DEVICE AND LOCK SELECTION PER
N/A
NIA
N.O.A. BASED ON +59.61 -79.8 PSF
N..
GLASS SCHEDULE
GLASS
NOMINAL
NAME
DESCRIPTION
TYPE
THICKNESS
TYPE
LAMINATED
1/4" HS OUTBOARD
G -2
9/16"
"VANCEVA
0.075" INTERLAYER
• V V
V U
STORM"
1/4" HS INBOARD
r
o.. • s
LAMINATED
1/4" HS OUTBOARD
GO -4
9/16"
"VANCEVA
0.077" INTERLAYER
W
V F w
STORM"
1/4" HS INBOARD
r••e 4WV
u
• u•RwG Gr4
ANCHORAGE
DESCRIPTION
J
TYPE
4 �., 4GS
i v
G
GGrr W 4 G
« w
•
• V V
V U
• • r
G • •
r
o.. • s
U • Y
G
{: •
R V U �:
R, p
R [W
W
V F w
4 Y V
V f
i V
V W i
F2
PERT' ANCHOR WITH 4" MINIMUM EMBEDMENT (1 EACH
Gf V V
CrJiMU
V V•
J V Y V
V r
(8) #14 HEX HEAD SELF DRILLING OR TEK SCREWS PERT'
W
4 W
r f• e
ANCHOR INTO STEEL TUBE (MIN. THICKNESS = 3/16 ")
DOOR HEAD &
V Y
r
JAMB
V V
V
•
V
• 4 4
900' Y
41.R i W •
go*
U G••(. •
ANCHORAGE SCHEDULE
LOCATION
SUBSTRATE
ANCHORAGE
DESCRIPTION
TYPE
(2) 1/2" DIA. "RAWL (POWERS FASTENERS)" POWER STUD
MULLION
CONCRETE
B2
PER'T ANCHOR WITH 4" MINIMUM EMBEDMENT (1 EACH
SIDE OF MULLION)
D8
(8) #14 HEX HEAD SELF DRILLING OR TEK SCREWS PERT'
MULLION
STEEL
ANCHOR INTO STEEL TUBE (MIN. THICKNESS = 3/16 ")
(2) 1/2" DIA. "RAWL (POWERS FASTENERS)" POWER STUD
JAMB
CONCRETE
F2
PERT' ANCHOR WITH 4" MINIMUM EMBEDMENT (1 EACH
SIDE OF MULLION)
(8) #14 HEX HEAD SELF DRILLING OR TEK SCREWS PERT'
JAMB
STEEL
H4
ANCHOR INTO STEEL TUBE (MIN. THICKNESS = 3/16 ")
DOOR HEAD &
1/4 -20 SELF DRILLING /SELF- TAPPING SCREW WITH FULL
JAMB
TCW -250TS
KF
PENETRATION AND 2 -1/2" MINIMUM EDGE DIST.
1/4" DIA. ELCO TAPCONS WITH 1 -1/2" MINIMUM EMBED.
DOOR SILL
CONCRETE
KE
AND 2 -1/2" MINIMUM EDGE DIST.
CITY Ot` C o
Thornton Tomasetti
Thornton Tomasetti, Inc.
101 NE Third Avenue, Suite 1170
Fort Lauderdale, FL 33301 -1199
T 954.903.9300 F 954.903.9331
COA # 7519 TT Project No. K10013.00
seal/signature:
MATTHEW OLENDER, PE
FL LIC ? NO.;. FE 68679
C
^{
-F'
date:
NORBERTO ROSENSTEIN
ARCHITECT , INC.
NOUEGM E - KTQM DESI 1- PL#=
126 S. FEDERAL HIGHWAY
SUITE t 202
DANIA BEACH, FLORIDA 33004
PH: (954) 922 -6551
FAX: (954) 922 -7385
EMAIL -infoarosensteinarchitect.com
WEB: www.rosensteinarchitect.com
STATE REG. NO. AR0016674
NATL. REG. NO. 69178
COPYRIGHT d 2010
NORBERTO ROSENSTEIN ARCHITECT, INC.
ALL RIGHTS RESERVED. THIS DOCUMENT
OR PARTS THEREOF. MAY NOT ICE REPRODUCED
IN ANY FORM WITHOUT PERMISSION.
DESIGNED
DRAWN max.
.
y.
CHECKED., .
I HEREBY CERTIFY THAT THESE PLANS
WHERE PREPARED BY ME OR UNDER
MY SUPERVISION, AND TO THE BEST
OF MY KNOWLEDGE, COMPLY WITH ALL
APPLICABLE CODES.
elton + le'niz
A R Q U I T E C T O 5 A S 0 C I A D 0 S
RUT :76.575.840 -8
AURELIO GONZALEZ 3330
VITACURA
8 -11 -2010 REVISION
R E V I S
I O N S
COMM. DATE
2010 -31 8 -5- -2010
*001700, =i4 a
5701 SUNSET DRIVE
SUITE B -10
FLORIDA, 33143
SOUTH MIAMI
CURTAIN WALL
ELEVATIONS
L