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Sheet
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Date
Scale!
Drawn
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PERFORMANCE VALUES FOR INSTALLATION OF
ANCHORS TYPE 'A' 'B' OR 'C' .
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
ANCHOR 'A'
ANCHOR 'B'
ANCHOR 'C'
WIDTH
HEIGHT
20'
24'
28'
30'
32'
36'
50'
171.9
220.0
220.0
143,2
196.5
220.0
122,8
168.4
198.6
114.5
157.2
185.4
107.4
147,4
173.8
95.5
131.0
154.5
20'
24'
28'
30'
32'
66'
203.7
220.0
220.0
169.Ei
220.0
220.0
145.5
199.6
220.0
135,53
186.3
219.7
127,3
174.7
206.0
20'
24'
28'
30'
32'
72'
183.4
220.0
220.0
, 152.
209.6
220.0
131.0
179.7
211.9
122.2
167,7
197.8
114.6
157.2
185,4
20'
24'
28'
78'
166-,7
220.0
220.0
138.9
190.5 •
220.0
119.5
163.3
192.6
20'
24'
84'
191.0
220.0
220.0
159,2
218.3
220.0
19 -1/8'
26 -1/2'
37'
26'
220.0
220.0
220.0
205.4
220.0
220.0
169.3
220,0
220.0
19 -1/8'
26 -1/2'
37'
38 - -3/8'
218.1
220.0
220.0
157.4
215.9
220,0
112.7
154.6
182.4
19 -1/8'
26 -1/2'
37'
50 -5/8'
220.0
220.0
220.0
161.2
220.0
220.0
115.5
158.4
186.8
19 -1/8'
26 -1/2'
37'
63'
169.2
220.0
220.0
122.1
167.5
197.5
87.5
120.0
141.5
PERFORMANCE VALUES FOR INSTAT.T,ATION OF
ANCHORS TYPE 'A' 'B' OR 'C'
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
ANCHOR 'A'
ANCHOR 'B'
ANCHOR 'C'
`. ✓IDTH
HEIGHT
20'
24'
28'
30'
32'
36'
40'
4 2'
36'
220.0
220.0
220.0
191.0
220.0
220.0
163,7
220.0
220,0
152.8
209.6
220.0
143.3
196.5
220.0
127.3
174,7
206.0
109.1
149.7
176.6
101.9
139.7
164.8
20
24'
29'
30'
32'
36'
40'
42'
42'
183,4
220.0
220.0
152.8
209.6
220.0
131.0
' 179.7
211.9
122.2
167,7
197.8
114.6
157,2
185.4
101.9
139.7
164.8
91.7
125.8
148.3
87.3
119.8
141.3
20'
24'
28'
30'
32'
36'
40'
4 2'
48'
220.0
220.0
220.0
191.0
220.0
220.0
163.7
220.0
220.0
152.8
209.6
220.0
143.3
196.5
220.0
127.3
174,7
206.0
114,6
157.2
185.4
109.1
149,7
176.6
20'
24'
28'
30'
32'
36'
40'
42'
54'
196.5
220.0
220.0 '
163,7
220.0
220.0
140.3
192.5
220.0
131.0
179.7
211.9
122,8
168,4
198.6
109.1
149.7
176.6
98.2
134.7
158.9
93.6
128,3
151.3
ANCHORS: AT 6" FROM CORNERS AND 17" 0.C. MAX. SPACING.
A = 3/16" TAPCONS
THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
WITH 1-1/4" MIN. EMBED
B = # 14 SMS
INTO 28Y WOOD BUCKS OR WOOD STRUCTURE
1 -7/16" MiN. PENETRATION INTO WOOD
1 T y o r0N7
Engr. DR. HU6IAYOUN FAROOQ
SIXUCTURES
FLA PE 16557
.4PPRDVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
cl? /f . 9
3Y
?ROOD .NTROL DIVISION
3UILDING CODE CC PUA."P F OFFICE
c
U
co
cn
0
N
O
O
U
d
z
(/7
(1))
W
W
8
0
3/:6' CR 1/4' TAPCON —
NSTALLATION TYPE '1'
#14 SMS S/S
1-7/16' MIN. WOOD PENETRATION
SEALANT
a Q
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES) USING WOOD
INSTALLATION TYPE '3'
*. BUCK INSTALLATION BY OTHERS
TYPICAL INSTALLATION DETAIL
QN ALl FOUR SIDES /USING WOOD
INSTAL TION OONDITI,ONS (AI Lll S TO ALL FOUR SIDES)
FOR ANCHOR PERFORMANCE VALUES ;EE SHEET 6
1 3/8'
WOOD BUCK TYPE '1'
MATER'AI: PRESSURE TREATED
1 3/6'
2 7/8'
WOOD BUCK TYPE '3'
YATERLJ: PRESSURE TREATED
3/16' CR 1/4' TAPCON
SEALANT
C
INSTALLATION TYPE '2'
#14 SMS S/S
1 -7/16' MIN. \WOOD PENETRATION
C
9
INSTALLATION TYPE '4'
En9r. DR. HUMAYOUN FAR000
STRUCTURES
F1A. PE # 16557
-- TH,E �LUriv Si U;�i ' OCT 1 1 1999
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES /USING WOOD
X
F f \
BUCK INSTALLATION BY OTHERS
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDESJUSING WOOD
2 1/8'
MIN.
WOOD BUCK TYPE '2'
MATFRIAL: PRESSURE TREATED
WOOD BUCK TYPE '4'
MAT PRESSURE TREATED
APPROVED AS COMPLYING WITH 114E
SOUTH FLORIDA BUILDING CODE
DAT ` "1" /4'
BY
O
NN�
1-'-d
O
0 N ''
z 1
z
O Qc
O 0
G: V) 0
C=r w
Z _
W N
C
O
0
z
W
w
cn
U
z
0
J
00
w
W
O
L
O_
O
U
N
'l
0
2
0
O
O_
0J
0)
0
0
J
w
N w
• H-
U7
U
C N
U 0)
U)
• Z • Li 0
O
Z "
O � Q JJ
U NS
8
C
O
- o
0
c
0
PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS
DACE 0 UN T " AP PROVED I'.MPACT RESiSTANT SHUTTERS RE:�.,IRED
REFER 70 SHEETS 5 AND 6 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '4'
GLASS TYPE '5'
`.✓IDTH HEIGHT
EXT. (+) 1NT. ( -)
EXT. (+) 1 1NT. (-)
20'
24'
110,0
112,6
110.0 219.6
95.4 1
95,4
110.0 1 186.0
28'
SO'
30'
32'
36'
83.4
83.3
110.0 162.3
78,8
77,7
110.0 151.5
74,6
72,8
110.0 142.0
64,7
64,7
110.0
126.3
20' 1
86.7
86.7
110.0
169.0
24'
28'
66'
73.4
73.4
110.0
143,2
64.2
64,2
110.0 125.2
30'
32'
60.6
60.6
110.0
118,2
57.5
57,5
105,5 I 112.2
2 0'
24'
28' 72'
30'
32'
66.4
66.4
110.0 129.4
561
56.1
102.8 1 1093
48.9
48.9
89.6 95.3
46.0
46.0
84.4 89.3
43.6
43.6
79,9 85.0
20'
2-' 73'
28'
52.0
52,0
95.3 101.3
43,9
43.8
80.3 85.4
-
-
69.8 1 74.3
20'
94'
2 4'
41.5
4 1.5
76.0 90.8
-
-
64.0 68,0
19 -1/8'
26 -1/2' 2 6'
37'
110.0
121.4
110.0 220.0
110.0
121.4
110.0 220.0
110.0
121.4
110.0 220.0
19 -1 /8'
26 -1/2' 38 -3/3'
37'
110,0 21.4
110.0 220.0
110.0 1
110.0 2
-
104.5 99.5
1100 192.1
19 -1/8'
26 -1/2' 50 -5/8'
37'
110.0 121.4
1100 j 220.0
1100
104.3
110.0 203.3
75,7
74,7
110.0 1456
19 -
26 -1/2'
37'
63'
104.2
104.
110.0 203,2
77.9
77.9
110.0 151.9
59,3
59,3
110.0 1 1117,0
36'
40'
x"RL: D GLAZ:N,: 3E�D
3/15" ANN. CUSS
nE :000 r 1000
S:LI0 NE � \ S :::. E
� I
\ /
3/16" NOMINAL
GLASS TYPE '4'
1
RCL L FGRME0 GLAZING HAD
3/15" TEMP. GLASS
3/16'' NOMINAL
GLASS TYPE '5'
PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS
DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FCR INSTALLATION DETAILS
WINDOW DIMS.
`WIDTH HEIGHT
2 0'
24'
28'
30'
32'
36'
40'
42'
36'
20'
24'
28'
30'
32'
36'
40'
42'
20'
24'
28'
30'
32'
36'
40'
42'
48'
20'
24'
28'
30'
42'
54'
GLASS TYPE '4'
EXT. (+) 1NT, (-)
110.0 121.4
110.0 121 4
110.0 121.4
110.0 121.4
110.0 121.4
110.0 107,9
1028 971
97.1 92.5
110.0 :21.4
110.0 121.4
110.0 119,9
110.0 111.0
110.0 104,1
97.1 92.5
95.6 93.3
80.9 793
110.0. 121,4
1.10.0 121,4
110.0 104.1
10 97,1
96.0 91.1
832 80.9
73.4 72.9
69.3 69.3
110.0 121.4
110.0 107.9
99.3_ 92,5•
91.0 86,3
GLASS TYPE '5'
EXT C +) 1NT, (-)
1100 220.0
110.0 220.0
110.0 220,0
113.0 220.0
110,0 2200
110.0 210
1100 189.
110.0 180.4
110.0 220.0
110.0 220.0
1100 220.0
110.0 216.5
110.0
202.9
1100 180.4
110.0 162.3
110.0 154.6
110.0 220,0
1100 220.0
1100 202.9
110 0 189.4
110.0 177.6
110.0 157.9
110.0 142.0
1100 135.3
110.0 220.0
110.0 210,4
110.0 1804
110.0
168.4
72.8 71.9 110.0
140.3
126.3
42'
64.2 64.2
60. 60.6
. 110.0
110.0
120.3
•
7
z
i
N
Engr. DR. NUMAYOUN FAROOQ
STRUCTURES
FI.A. PE # 16557
7 3/16" :..NN. GLASS
r- 3/16" ANN. GLASS
GE -1000
S'.L:CONE
3/4" OVERALL INSUL. ANN.
ALT. GLASS TYPE '4'
GE- ?000
S:L:CONE
3/4" OVERALL INSUL. TEMP.
ALT. GLASS TYPE '5'
APPROVFD AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT 7 IU' l� 19
8`t
ACCEPTANCE NO..,,
, --3/' 7 3* TEMP. CLASS
- 3/16" TEMP. GLASS
( )
O
0
Z
I
w Z 1
21 w
< N w
M
D
zi O
Z cD
<
a U
N O • _
Z
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cnn
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0
! v
b'
d
cc
O
U
11
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
WINDOW DIMS.
WINDOW DIMS.
GLASS
TYPE '1'
GLASS TYPE '2'
GLASS TYPE '3'
EXT, (+)
`.✓ID Tri HEIGHT
EXT, ( +)
EXT. ( +)
1NT. ( -)
EXT, (+)
1NT, ( -)
EXT. ( +)
1NT. ( -)
110.0 200.0
20•
24'
28'
30'
33'
36' i
220.0.
70.0
i 70.0
110.0
192.3
110.0
219.6
70.0
110.0 200.0
70.0
70.0
110,0
120.0
110.0
120.0
110.0
60'
70.0
70.0
70.0
110,0
120.0
110.0
120.0
70.0
110.0
70 0
110.0
70.0
110.0
112.2
110.0
120.0
110.0
120.0
70.0
70.0
70.0
103.5
103.5
110.0
120.0
42'
70,0
64.7
110.0 200.0
64.7
89.7
89.7
110.0
120.0
200.0
20'
24'
28'
30'
32'
66'
70.0
70.0
70.0
110.0
169.0
110.0
169,0
70.0
70,0
138.3
70.0
110.0
120.0
110.0
120.0
120.0
64.2
120.0
64.2
110,0
110.1
110.0
120,0
120.0
60.6
70.0
60.6
101.0
101.0
110.0
118.2
70,0
57.5
112.2
57,5
93.2 .
93.2
105.5
112.2
70.0
20'
24'
29'
30'
32'
72'
66.4
220.0
66.4
110.0
.120.0
110.0
120.0
220.0
56.1
70.0
56.1
102.8
109.3
102.8
109.3
70,0
48.9
110.0
48.9
89.6
95,3
89,6
95,3
120.0
46.0
70.0
46.0
84.4
89.8
84.4
89,8
101.8 101.8
43.6
120.0
43.6
79,9
84.7
79.9
85.0
20'
24'
28'
30'
32'
36'
40'
42'
20'
24'
2
78'
52.0
110.0
52.0
95.3
101.3
95.3
101.3
110.0
43.8
110.0
43.8
80.3
85.4
80.3
85.4
110.0
-
70.0
-
69.8
74,3
39.8
74,3
70,0
20' 84,
24'
41.5
.13 5
41.5
76.0
80.8
76,0
80.8
101.0
-
120.0
-
64.0
68,0
64.0
68.0
120.0
19 -1/8'
26-"1/2'
37'
26'
70.0
84.1
70.0
110.0
200.0
110.0
220.0
70,0
70.0
110,0
200.0
110.0
220.0
70.0
70,0
• 110.0
200.0
110.0
220.0
19 -1
26 -1/2'
:37'
38 -3/8'
70,0
•
70,0 •
110.0
200,0
110.0
220.0
•
70.0
' 70.0
110.0
200.0
110.0
220,0
70.0
70.0
110.0
120.0
110.0
120.0
19- -1/8'
26- -1/2'
37'
50 -5/8'
70.0
70.0
110,0
200.0
110.0
220.0
70.0
70.0
110.0
158.9
110.0
203.3
70.0
70.0
105.1
105.1
110.0
120.0
19--1/8•
26 -1/2'
37'
63'
70.0
70.0
110.0
194.3
110.0
203.2
70.0
70.0
110.0
120.0
110.0
120.0
59.3
59.3
82.3
82.3
110.0
117.0
PERFORMANCE VALUES OF IMPACT RESISTANT rWINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '1'
GLASS TYPE '2'
GLASS TYPE '3'
`../IDTH
HEIGHT
EXT, (+)
1NT. (-)
EXT. ( +) 1 1NT, ( -)
EXT. ( +)
1NT. (-).
20'
24'
28'
30'
32'
36'
40'
4 2'
36'
70,0
70.0
110.0 200.0
110.0
220.0.
70.0
70.0
110.0 200.0
110.0
220.0
70.0
70.0
110.0 200.0
110.0
220.0
70,0
70,0
110.0
200.0
110.0
220.0
70.0
70.0
110.0
186.4
110,0
220.0
70.0
70.0
110.0
161.5
110.0
210.4
70.0
70.0
110.0
120,0
110.0
120.0
70.0
70.0
110.0
120.0
110.0
120.0
20'
�
28'
30'
32'
36'
40'
42'
42'
70,0
70.0
110.0 200.0
110.0
220.0
70.0
70.0
110.0
200.0
110.0
220.0
70.0
70.0
110.0
183,6
110.0
220.0
70.0
70.0
110.0
138.3
110.0
216.5
70.0
70.0
110.0
120.0
110.0
120.0
70.0
70,0
110.0 •
120.0
110.0
120.0
70.0
70.0
110.0
118.8 '
110.0
120.0
70.0
70,0
110.0
112.2
110.0
120.0
20'
24'
28'
3C'
32'
36'
40'
42'
48,
70'.0
70.0
110.0
200,0
110.0
220.0
70.0
70,0
110.0
192.3
110.0
220.0
70.0
70.0
110.0
120.0
110.0
120.0
70.0
70,0
110.0 120.0
110.0
120.0
70.0
70.0
110.0 120.0
110.0
120.0
70.0
70.0
110.0 115.4
110.0
120.0
70.0
70,0
101.8 101.8
110.0
120.0
69.3
69.3
96.2 96.2
110.0
120.0
20'
24'
28'
30'
32'
36'
40'
42'
54'
70,0
70,0
110.0
200.0
110.0
220,0
70.0
70.0
110.0
168.3
110.0
210,4
70.0
70.0
110.0
120.0
110.0
120.0
70.0
70.0
110.0
120.0
110.0
120.0
70,0
7'2,0
112,0
.13 5
1101
120.0
70.0
70.0
101.0
101.0
110.0
120.0
64.2
64,2
89.1
89.1
110.0
120.0
60.6
60.6
84.1
84.1
110.0
120.0
3/15' ANN. CLASS
'O:PONT SENTRYGLAS R -457'
3/16" NOMINAL
GLASS TYPE '1'
GE -1200
SILICONE
1/8' ANN. CLASS
.090 I NTERIAYER
SAFLEX PVS
5/16" NOMINAL
GLASS TYPE '2'
1/8' ANN. CLASS
GE -1200
SiLICCNE
1 /8' TEIAP. GLASS
.090 INTERLAYER
SAFLEX PV8
J
1/8" TEMP. GLASS
5/16" NOMINAL
GLASS TYPE '3'
GE -1200
SILICONE
Engr. DR. HUMAYOUN FAR000
STRUCTURES
FLA. PE O 16557
OCT 111999
APPROVED AS COMPtYI•G Wm-1 THE
SOUTH FIOR.IDA BI)11D1NG CODE
D�TF Qrg/u-Q'4, /
BY _ _1/f4,-
PRO'JU TROL DIVISION
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TRUTH, ATTACHED V/
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TRUTH, ATTACHED V/
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- .
410 X 1 -1/4' SS SMS
2
CGI -378
4 VENT (5/16' LAM. GLASS)
6063 -76
INDALEX CR EQUIV.
2A
CGI -374
4 VENT (3/16' 1, 1/4' GLASS)
6063 -76
INDALEX OR EQUIV.
3
C3I -375
4 GLAZING BEAD
6063 -T5
INDALEX OR EQUIV.
4
-
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ALUMINUM
-
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ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
� 13
5
6 AP -425 AS READ. FRAME 4EATHERST,RIPPING
•: ? : _ S RE.2 VENT `w EAT ERSTRIPPING
FOR NON- IMPACT dDNDCVS VITH 3/16' ANN. GLASS ONLY
2.625
8
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CORNER KEY CORNER KEY
.060 THCK 3T STE__ .062 THICK 4LU!aHNUtii
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1
1.000
ST. STEEL -
1.307
6063 -76 INDALEX CR EQUIV.
SOHL033Ei_ APTUS
SCHi == Q_1 rN
Engr. CR. HUMAYOUN FAROOQ
STRUCTURES
FA. PE # 16557
2.075
.768 --
.080 TYP. --
FRAME
2.215
1.875
VENT (5/16" LAM. GLASS)
1.375
VENT (3/16' & 1/4" GLASS)
1.375
VENT (3/4" INSUL. GLASS)
APPROVED AS COMPLYING WITH TNF
SOUTH FLORIDA BUJLDfNG CODE
DAT
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J I
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1.757
TYP.
1.757
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7 ,754
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-- .617 L_
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1.438
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.720
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1.438
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STEP 1
STEP 2
STEP 3
SNUBBER
AT IMPACT VINDOWS ONLY
if")
VENT ` ✓IDTH
WINDOW WIDTH
EXTERIOR
D.L. OPG.
INSTRUCTIONS FOR USING THESE CHARTS:
GENERAL WINDOW SECTIONS
DETERMINE THE REQUIRED DESIGN PRESSURES FOR A CNEN WINDOW.
OBTAIN CAPACITY CF WINDOW /CLASS TYPE FROM APPROPRIATE CHARTS.
A) SHEET 3 FOR IMPACT RESISTANT.
8) SHEET 4 FOR NCN -iMP
SELECT INSTALLAT10N (ANCHOR) iY'r'E CM
DETAILS ON SHEET 5 AND CHART ON SHEET 6.
THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR
EXCEED THE REQUIRED PRESSURES.
i w1 �� • l 1 L
FOR GLASS TYPES,
REFER TO
SHEETS 3 AND 4 OF 6.
CD
7
0
VENT WIDTH
VINDOY WIDTH
1'
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLi. PE 15557
OCT 1 U999
O
0
24' MAX. TYP.
AT SHORTER SIDES
WINDOW WIDTH
VENT WI D rH
WW -2
D.L CPC,
`NW -7 "
17 MAX.
TI - - -- • __
\ II
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TYPICAL FLIVATION
FOR MULLION /MULTIPLE UNITS, REFER TO.
SEPARATE CGI MULLION N.O.A.
NOTES;
I. THIS STRUCTURE IS DESIGNED AS PER rHE SOUTH FLORIDA BUILDING
CODE 1994 EDITION FOR CADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE 7 -88 USING CORRESPONDING LOADS.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
6' MAX. TYP.
AT HEAD /SILL CORNERS
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SURFACE APPLIED
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OPTIONAL
APPROVED AS COMPLYING WITH THE
SOUTHFFL BUILDING CODE
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ACCEPTANCE NO 9,9- a.�2y. ✓ I! /.. 8 -
0
n
MIAMI -OADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Construction Glass Industries Corporation
7840 N.W. 62nd Street
Miami FL 33166
CONTRACTOR ENFORCEMENT SECTION
(305) 375 FAX (305) 375
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339
Series 238 Aluminum Casement Window - Non Impact and Impact Resistant
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from ajobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99- 0329.01 (Revises No.: 98- 0709.05)
Expires:10 /31/2001
Raul Rodriguez
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
Approvcd:11 /18/1999
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COI:MITTEE
Internet mail address: postmastergbuildingcodeonline .com
MIAMI - DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2903
CONTRACTOR LICENSING SECTION
(305) 375-2527 FAX (305) 375.2553
Chief Product Control Division
phis application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
rancisco Quintana, R.
Director
1 of 3 Miami -Dade County
Building Code Compliance Offic
Homepage: http : / /w.huildingcudeonline.com
i l r
Construction Glass Industries Corp.
ACCEPTANCE No.: 99- 0329.01
APPROVED N ° Y 1 8 1999
EXPIRES : October 31, 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This revises the Notice of Acceptance No. 98-0709.05 which was issued on 08/20/1998. It approves
an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to
comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for
the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed
the Design Pressure Rating values indicated in the approved drawings.
PRODUCT DESCRIPTION
The Series 238 Aluminum Casement Window — Non- Impact and Impact Resistant and its
components shall be constructed in strict compliance with the following documents: Drawing No
WV98 -100, titled "Series -238 Aluminum Casement Window" Sheets 1 thru 6 of 6 dated 12/04/98,
signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control
approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade
County Product Control Division. These documents shall hereinafter be referred to as the approved
drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved
drawings.
4. INSTALLATION
4.1 The aluminum casement window and its components shall be installed in strict compliance with the
approved drawings.
4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane
protection system or not, see corresponding table in approved drawing.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the install tion of this system
2 of 3
Construction Glass Industries Corp.
ACCEPTANCE No.: 99- 0329.01
APPROVED NOY 8 1999
EXPIRES : October 31, 2001
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no Longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of the product or process shall
automatically be cause for termination of Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertisinL or any
other purpose.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this
Man - erez, P.E. Product Cqn 1 Examiner
Product Control Division
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ApPLiclioLi ,rrems OF etiitii-rEit 8c OF METRO CODE RE : INTRUSION AND
aURCLARY SECURITY
27r< DULE
MA011 IN %ILA.
1. Alt Iock 9 on exterior doors shall be capable of resisting a force •
' cif id any movable direction and in accordance with
resistance standards set teeth in Metro Coda 8 C.
2. All single exterior swinK doors shall have alock to be key! operated
front exterior with a Min. of possible key changes or locking
auxiliary single . dead belt with hardened bolt inserts.
3. The active leaf .of pairs of exterior swing doors shall have same
1060 as required for 'stogie exterior swink doors. The inactive
iesf of these pairs of dOor, shalt have multiple point loci with
5/8" min, throw bolts with inserts.
4. AildillsglellAOSA shalt be provided with sliding door deed bolts
removable or operable from exterior, at the
)amh",. head. sill or at meeting mullions. These doors shall be
reinforced in the strike and lock area to maintain bolt Strength
effectiveness, if necessary, and such doors shall have no.sorews
removable from outside which would facilitate ready entry from
outside.
S. Not applicable.
b. Moms_ on eAteriOr . out swinkinR doors shall have non-removable pins.
7. Jambs of all exterior offset type in-swinR doors be Vabbetreds or Of
ilarii prevent defeating the purpose of the strike
and the integrity of locks and latches.
8. Single ,swingin, exterior doors, if wood shall be solid cdre of not
0
lea* 46 r US" tfireli.
9. Glass and exterior doors shall comply with the American Nacional
Standids fntitute's • Standard /97.1_
Visid4 panels in exterior doors other than glazing within 40" of tha
inside locking activating - device of loose and swinging doors shall
comply with American National Standards Institute's - Standard 291 .1.
11. Sliding_glass d ad
oor, d windows shall be installed and constructed
*4 that no panel can 5W7Iifted from the tracks when in the locked
position and so as to comply with the Architectural Aluminum Mtgs.
. Assoc. Standards for Forced Entry Resistance, AAMA 1303.3
12. Not applicable.
13. Not appliCahle.
14. Front main entrance doors shall be provided with a door scope or
vision panels.
UM) Ototoet Catt„,)ey ce?:;ie.
--CONCRETE SCREW TECHNICAL
• Orlii 'chief holt 13" doate thin ealcutated heft depth. -Te tied *1 inIAInliori 1itIbtdm e tit of 1°.
ml sums did AO tub the Ontgoi tagoiL
- *IA *N• to ge1 en‘bedment wester ihgn 1' to hotfoot block ie etot1et m4 bi <ME In 10E4 porflot) of WA
NOTE: USE 3/4' EupeoksErly WHEN INSTALLING $8[W5 IN EX CONORETS (WITH A MiNitAtA 00 $OO $')
•
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FACTORY MUTUAL. TESW ',NT$ (APROVAL STANDAR° 447.3. OECEAI 2 1S41811FASTWAS ARS
TO SS SU 0,1ECT60 YO IS VISA KISTIANICH CASINO' PLR O1 $00111 W1114 1.60 THAN 15% RE.O NV.
OPTI4 -FLUOR000140 PASSOO to oYCLE3 Of EXPOSIUR win' VINIFICANT Ilporx; miff $0 CYCLES THeA
W,4$ stn.% Vto tirtut Rust
0 OPTIM 1 3 UNKMILY APPOED TO INSURE 000Ft en CoVIRAcm OF THE CONtilf.mt SORov.
grotPviCtra usTiNa u■80PIATORY FtiOu.t.T3 SHOW MAT THE cCsRosioti Rit$tArica Of A.Q0A00014G ti £QUAL TO
OR OflTLR 111A. ANY PUBLISHEO OATA OY ANY OTHER MAIN, MURIA
V$13 A SAW( FACTOR OP 4 ; AS A SOS WOMIN4 LOAD. -
042ABA<KOutuar . tes/t0 Y PrriSSulidti riStiNG LABORATORIES • PM AVM
TE$IM etHOD E48448
Metts I:a:ttpry Mutual tiarrlirOtt
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GEN>3RA 3TRUCTV1tAil NOTE
•
f; rtat turaL e eoncreiti shall attain a roinlmu )top e aiva strength 2 .28 days as
f! Q11aw3: '
e, Slab 01 1111
.
• b. iroQIilt$'. 3400 PSI
e;
Columns > _^. v
d 1 #carp, 4; s.iaba above grade
tlstig 1$ 211, 1V' c ?ties drive all plies' to a capacity of 23 tons in
accordance with the lf,14.1t.sformula, and 0". 1Q" drive. to a capacity of
e911 si.
;Sntees otherwtseR showr3 on the drawings, isixi
bet as folltowar ' -
a. FQ0tt1310 - s
b. Coi,tztt$,.{4 Pedestals
o'. Slabs
8eacta '.
e. $labs on grade
All` xetnforei tia1 -be; held securely in position with standard accessories
during p1a .t1Vs .cQnerete.
Spltcaes where perriftCed shall be as follows:
12"
36 bar diarl. ►10 s smaller,
54" Ai bars
36 bar di:1111 7 & smaller,
43 bat diaw. /$ & 19.
63" t10 bars & 75" ill bar
Temper ar reinforce sent
b. 8ttbn► >' forcernent
t8eaiti 'or` S.iabs)," r •
,-.'fop$ teitiferc'ement
ti; s)llces °° sl't 1 be:.z ode; to top: bare of slabs or beams to or near suppo.
N splLce,a. sha be. madmade i,ti bottom bars in aiddle I/3 of span.
i '. T? tq. mount! oe cdl um th f`or m e nt: s b tpng h11 n exceed
st Icalt Qf # 04#,ti a n y 3 f L plice of y coluulis where sa stag o e splic e
ar e sed, spli at* .t etoss s eotion sh all occur in alterna b s.
Alt rreinfo c jog stee sha],l. be d efot - me d bars. high strengt$ a e'r� billet ste
c on t o rrsicig t f p A -61 grade ap 6 i 0 .
T.. '. Col(u:nn to, coee� ASI1;t. 500 grade 84 All other structural steel to mea
�t. S.T.14. A -36
h •
t)owe1L 14,104% tO fo undation• w th ba(s., of same sixe artd number as
caltron steel tap a ttir1 raurs of 34, bar i,amete r with co steel.
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ss�mt 1 f 7,9 The ! tie, t e oa a prw�4Cil+ 30 p.+ Cant ocs+d' D4 4rlt+ #, 'r b ''
3. _1;ec ct>tr�ertidAd CAn(itt .tgceotbtia st G +O fo aa;�,4dc► : •TCO ' o aA O t a rnr of phial (3 o&$ arm st apt 6a to ton,tsl
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