HomeMy WebLinkAboutNOA; Series 238 Designer Aluminium Fixed WindowFile Copy
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MIAMI•DnoE CODE COMPLIANCE ML&W-DADECOUNTY
W192 g ® PRODUCT CONTROL SECTION
��° ����� ��&��� 805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC REOER) 7( " [ l Miami, FL 33175
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL 32832
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11238 Designer" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-PW238D, titled "238 Designer Fixed Window", sheets 1
through 8 of 8, dated 05/12/20, with revision A dated 05/12/20, prepared by manufacturer, signed and sealed
by Anthony Lynn Miller, 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 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA 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 NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revised 18-1001.16 and consists of this page 1 and evidence page E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
NOA No. 20-0519.13
MIAMI•DADE COUNTY• Expiration Date: October 20, 2023
10/28/2020 Approval Date: October 28, 2020
Page 1
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No. MD-PW238D, titled "238 Designer Fixed Window", sheets 1 through 8
of 8, dated 05/12/20, with revision A dated 05/12/20, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
CGI Windows and Doors, Inc., representative units listed below and tested to qualify
Dowsil 791 and Dowsil 983 silicones, per Proposal #19-1155TP, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
CGI Windows and Doors Inc. test specimens:
FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit 1 in proposal)
FTL-20-2108.2, CGI CA238 Alum. Outswing Casement Window (unit 2 in proposal)
FTL-20-2108.3, CGI SGD560 Aluminum Sliding Glass Door (unit 3 in proposal)
FTL-20-2108.4, CGI PW410 Aluminum Fixed Window (unit 4 in proposal) and
FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window (unit 5 in proposal)
all dated 08/24/20 and signed and sealed by Idalmis Ortega, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 711
Edition (2020), dated 05/12/20, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04, -09, -12 and -16.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS (See NOA #20-0519.05)
1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on
07/08/24.
2. NOA No. 21-0216.01 issued to Eastman Chemical Company (MA) for their "Saflex
Clear and Color Glass Interlayers" dated 04/29/21, expiring on 05/21/26.
C�
Mang Zhao, P.E.
Product Control Examiner
NOA No. 20-0519.13
Expiration Date: October 20, 2023
Approval Date: October 28, 2020
E-1
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Notification of Successor Engineer per the Florida Administrative Code Section
61G15-27.001, notifying original engineer that the successor engineer is assuming full
professional and legal responsibility for all engineering documents pertaining to this
NOA, dated 06/12/20, signed and sealed by A. Lynn Miller, P.E.
2. Statement letter of conformance, of complying with FBC 61 Edition (2017), and
FBC 71 Edition (2020) dated 05/12/2021, issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
3. Statement letter of no financial interest dated 05/12/2021, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Private labeling agreement between WinDoor, Inc. and CGI Windows and Doors, Inc.
document in conformance of RER guideline dated 09/12/2018.
(Submitted under NOA #18-1001.16)
2. Notice of Acceptance No. 18-1001.16, issued to WinDoor, Inc. for their Series "238
Designer" Aluminum Fixed Window - L.M.I., approved on 12/13/2018 and expiring
on 10/20/23.
3. Notice of Acceptance No. 20-0519.05, issued to CGI Windows and Doors, Inc. for
their Series "238 Designer" Aluminum Fixed Window - L.M.I., approved on
09/24/2020 and expiring on 10/20/23.
G
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0528.08
Expiration Date: October 26, 2023
Approval Date: November 26, 2020
E-2
O
EXTERIOR
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
GENERAL WINDOW SECTIONS
9
0
a
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w
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP 2 SEE CHARTS ON SHEETS 3 THRU 5 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE
WIND DURATION.
STEP 3 USING CHART ON SHEET 7 SELECT ANCHOR OPTION
WITH DESIGN RAPING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE
STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3
SHALL APPLY TO ENTIRE SYSTEM.
SHUTTSE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
ERS
ARE NOT REQUIRED.
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (BTH EDITION)/2020 (7TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED
AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE
BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND
INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED
STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR
THE SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF
STRUCTURE RECEIVING THIS PRODUCT AND THE SEALING AROUND THE OPENING
FOR WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
E APPLI
1AUNTINS
4L
PRODUCT REVISED
as comp)yIng with the Florida
Building Code
NOA-No. 20-0519.13
Expiration Date 10/20/2023
Rv Z- d
A) UPDATED TO FBC 2020.
AK - 05/12/20
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PART /
QUANTITY
DESCRIPTION
MATERIAL
NAND./SUPPLDIi/REMABKS
1
CGI-386
4
FRAME
6063-T6
INDALEX OR EQUIV.
2
CGI-387
4
VENT
6063-TG
INDALEX OR EOUN.
2A
CGI-3871G
4
VENT (INSUL GLASS)
6063-T6
INDALEX OR EQUIV.
3
CGI-
4
GLAZING BEAD
6063-TS
INDALEX OR EQUIV.
4
-
AS READ.
GLAZING BEAD SCREWS O 6' FROM ENDS & 20' O.C. MAX.
-
J12 X 5/8' SMS
5
-
-
GLAZING COMPOUND
SILICONE
GE-1200
OOW 791, DOW 983
6
-
4
1/2- X .090- SINGLE FACED GLAZING TAPE
FOAM
-
7
0200 XISO
AS REOD.
VENT WEATHERSTRIPPING
-
SCHLEGEL O-LON
8
-
AS READ.
VENT SCREWS O 17' O.C. TYP.
-
#10 X 1' SS SMS
9
-
2/ CORNER
FRAME AND VENT ASSEMBLY SCREWS
-
010 X 1-1/4- SS SMS
10
-
2/ LITE
SETTING BLOCK
EPDM
DUROMETER 80±5 SHORE A
MITERED COPED 90' CORNERS ONLY
VENT CORNER
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
MITERED COPED 90' CORNERS ONLY
FRAME CORNER
z
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WINDOW WIDTH
SQUARE OR RECTANGLE
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TYP.
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.835
FRAME
VENT
1.1325 PRODUCT REVISED
as eam 1ying with the Florida
Building Coda
NOA-No. 20-0519.13
Expiration Date 10/20/2023
R.
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ELLIPSE GLAZING STOP
Bill CIRCLE HALF CIRCLE
W
WINDOW WIDTH VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN
A RECTANGULAR OR SQUARE SHAPE AND USING THOSE DIMENSIONS TO CONSULT
CHARTS ON SHEETS 3, 4 & 5 FOR GLASS
AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE.
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PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE 'S'
WIDTH
HEIGHT
EXT. (+)
ANT. (-)
EXT. (+)
1NT. (-)
24'
30"
36"
42"
48'
54"
60"
36'
110.0
180.0
110.0
180.0
110.0
144.0
110.0
144.0
110.0
120.0
110.0
120.0
110.0
120.0
110.0
120.0
101.4
101.4
110.0
120.0
84.8
84.8
110.0
120.0
74.7
74.7
110.0
114.3
24"
30"
36"
42"
48'
54"
60"
42"
110.0
166.4
110.0
168.0
110.0
142.5
110.0
144.0
110.0
120.0
110.0
120.0
102.9
102.9
102.9
102.9
85.0
85.0
102.9
102.9
75.1
75.1
102.9
102.9
66.4
66.4
90.0
90.0
24"
30"
36'
42"
48'
54'
60"
48`
110.0
153.1
110.0
160.0
110.0
117.6
110.0
120.0
101.4
101.4
110.0
120.0
85.0
85.0
102.9
102.9
75.5
75.5
90.0
90.0
60.4
68.4
90.0
90.0
63.6
63.6
90.0
90.0
24"
30'
36"
42'
48'
54"
60"
54"
110.0
134.8
110.0
154.3
99.4
99.4
110.0
120.0
84.8
84.8
110.0
120.0
75.1
75.1
102.9
102.9
68.4
68.4
90.0
90.0
65.8
65.8
80.0
80.0
59.0
59.0
80.0
80.0
24-
30'
35"
42'
48"
54'
60"
110.0
119.4
110.0
120.0
87.8
87.8
110.0
120.0
74.7
74.7
110.0
114.3
66.4
66.4
90.0
90.0
63.6
63.6
90.0
90.0
59.0
59.0
50.0
80.0
24"
30'
36"
42'
48'
66'
110.0
112.5
110.0
1 120.0
82.1
82.1
110.0
120.0
66.6
66.6
90.0
90.0
58.1
58.1
90.0
90.0
56.1
56.1
90.0
90.0
24"
30'
36'
42"
48'
72"
105.4
105.4
110.0
120.0
74.0
74.0
110.0
120.0
592
59.2
90.0
90.0
512
51.2
90.0
90.0
49.8
49.8
1 03.9
83.9
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '8'
WIDTH
HEIGHT
EXT. (+)
ANT. (-)
EXT. (+)
IINT. (-)
24'
30"
36"
42'
78'
97.5
97.5
110.0
120.0
67.2
67.2
90.0
90.0
50.8
50.8
90.0
90.0
46.1
46.1
86.1
86.1
24"
30'
36"
84"
103.0
103.0
110.0
120.0
63.0
63.0
90.0
90.0
47.3
1 47.3
90.0
90.0
2e
30"
36'
96"
87.5
87.5
110.0
120.0
56.3
56.3
90.0
90.0
41.6
41.6
90.0
90.0
24"
30'
108'
69.6
69.6
90.0
90.0
53.5
53.5
90.0
90.0
24'
120"
58.8
58.8
90.0
90.0
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WMOW DIMS.
GLASS TYPE '2'
GLASS TYPE '8'
WIDTH
HEIGHT
EXT. (+) 11NT.
(-)
EM. (+)
ANT. (-)
19-1/8"
26-1/2'
37•
53-1/8"
26'
110.0
210.0
110.0
210.0
110.0
166.2
110.0
166.2
110.0
166.2
110.0
166.2
110.0
120.0
110.0
120.0
19-1/8"
26-1/2'
37"
53-1/8'
38-3/8°
110.0
200.6
110.0
200.6
110.0
163.0
11 D.0
163.0
110.0
118.8
110.0
118.8
B1.9
81.9
110.0
112.6
19-1/8'
26-1/2'
37'
53-1/8"
50-5/8'
110.0
185.7
110.0
185.7
110.0
125.2
110.0
147.2
92.1
92.1
110.0
116.8
66.6
66.6
85.3
85.3
19-1/8"
26-1/2'
37'
53-1/8'
1.
110.0
1 177.5
110.0
177.5
98.1
98.1
110.0
120.0
68.6
68.6
110.0
110.2
56.6
56.6
81.3
81.3
19-1/B"
26-1/2'
37"
74-1/4'
1
110.0
120.0
110.0
120.0
95.2
85.2
110.0
1 120.0
55.4
55.4
90.0
90.0
/8" ANN. GLASS
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interloyer
Trosifol PVB
By 'Kuraray America, Inc.'
ALBS ANN. GLASS
Dow 791, 983
AT 1/4 POINTS ON UTES
WIDER THAN 36"
6" ANN. GLASS
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
090' Interlayer
Trosifol PVB
By 'Kuroray America, Inc.'
13/16" ANN. GLASS
Dow 791, 983
AT 1/4 POINTS ON LITES
WIDER THAN 35"
WOW.
5L16S NOMINAL GLASS NOMINAL
GLASS TYPE '2' GLASS TYPE 19'
WINDOW LENGTH
=
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NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
NOTE,
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN.
PRODUCT REVISED
as camptyIng with the Florida
Building Code "A_,;. 20-0519.13
Expiration Date 10/20/2023
By
Miami -Dade Product Control
,. A) NO CHANGES THIS SHEET.
o AK - 03/27/20
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P.F-# 58705
PERFORMANCE
OF IMPACT
NO
REFER
FOR
RESISTANT
SHUTTERS
TO SHEETS
INSTALLATION
VALUES
WINDOWS
REQUIRED
6 AND
DETAILS
7
PERFORMANCE
OF IMPACT
NO
REFER
FOR
RESISTANT
SHUTTERS
TO SHEETS
INSTALIARON
VALUES
WINDOWS
REQUIRED
6 AND
DETAILS
7
PERFORMANCE
OF DdPACT
NO
REFER
FOR
RESISTANT
SHUTTERS
TO SHEETS
INSTALLATION
VALUES
WINDOWS
REQUIRED
B AND
DETAILS
7
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS a AND 7
FOR INSTALLATION DETAILS
WINDOW DIMS. GIA88 TYPE '0'
WIDTH HEIGHT EXT. (+) 1NT. (-)
24- 70.0 70.0
W. 70.0 70.0
M. 70.0 70.0
36' 132• 70.0 70.0
39' S0.0 50.0
42- 50.0 50.0
4s' 50.0 50.0
48' 50.0 50.0
24' 70.0 70.0
30' 70.0 70.0
W. 70.0 70.0
36' 144" 5D.0 50.0
39" 50.0 50.0
42' 50.0 50.0
45' 50.0 50.0
24• 70.0 70.0
30' 70.0 70.0
33• 156" 50.0 50.0
35' S0.0 50.0
39" 5D.0 50.0
WDW. WIDTH
WINDOW LENGTH =
10
w ,�j
-- J %��
r=- 30 %�
��%�' Z
/'�// �'
3/16" HEAT STREN•D GLASS
090" Interlayer
�QTF: Saflex Clear And Color Glass
By Eastman Chemical Co.
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED OR
VERTICALLY OR HORIZONTALLY AS SHOWN.
.090" Interlayer
0: Trosifol PVB
m By Kuroray Americo, Inc.'
z 3/16- HEAT STREN-D GLASS
N
GE-1200, Dow 791, 983
SILICONE
AT 1/4 POINTS ON LITES
10 WIDER THAN 36"
NOTE: 7/16" NOKUAL'•.F[OrIDP,.•'
GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE '6'
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
INDOW
WIDTH
24•
30•
36•
42"
48•
54'
60'
24•
30'
36•
1.
48'
54'
SO'
24'
30'
36•
42-
48-
54•
60"
24'
30•
36•
1.
48•
54'
60'
24'
30'
36"
42•
48'
54'
60"
63"
66"
69'
7Y
75'
78'
at •
84•
97•
DDIS.
CLASS TYPE
'8'
WINDOW
DIMS.
GLASS TYPE
b'
WDIDOW
DIPS.
GLASS TYPE
'8'
HEIGHT
Exr. (+)
TNT. (-)
WIDTH
HEIGHT
EXr. (+)
INT. (-)
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
36•
110.0
195.E
24•
30'
36•
42'
1.
se
57•
60'
63•
66'
69,
72"
75•
78'
a1'
84'
87•
66•
110.0
120.0
24•
30-
36"
42•
45'
48•
51•
Se
57'
60•
63-
6fi•
69"
72-
75'
8q•
110.0
120.0
110.0
156.6
110.0
120.0
90.0
90.0
PRODUCT REVISED
ing with the Florida
as Buildcamping
Buliding Code
NOA-No. 20-0519.13
Expiration Date 10/20/2023
By '" ��
Mlaml-Dade Produet Control
110.0
130.5
90.0
90.0
90.0
90.0
11010
120.0
90.0
90.0
70.0
70.0
110.0
120.0
90.0
90.0
70.0
70.0
110.0
120.0
70.0
70.0
70.0
70.0
110.0
120.0
70.0
70.0
70.0
70.0
42•
110.0
193.6
70.0
70.0
70.0
70.0
110.0
156.E
68.6
68.6
70.0
70.0
o
'
A) NO CHANGES THIS SHEET.
AK - 03/27/20
110.0
120.0
65.5
65.5
50.0
50.0
96.9
111.9
65.5
65.5
50.0
50.0
96.9
111.9
65.5
65.5
50.0
50.0
96.9
111.9
5D.0
50.0
50.0
50.0
90.0
90.0
50.0
50.0
50.0
5D.0
48'
110.0
184.4
50.0
50.0
W.0
SD.O
W
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110.0
120.0
5D.0
50.0
24'
30'
36'
39•
42'
45'
48'
51'
54"
57"
60'
63'
6fi"
96•
110.0
120.0
110.0
120.0
50.0
50.0
90.0
90.0
9S.9
111.9
24-
M.
38'
42"
40'
51'
54'
57'
60•
63"
65•
69•
1.
75'
78"
fill
84'
87•
72•
110.0
120.0
90.0
90.0
0
OD
N
84.8
97.9
110.0
120.0
70.0
70.0
90.0
90.0
80.0
90.0
70.0
70.0
90.0
90.0
90.0
90.0
70.0
70.0
54-
110.0
177.8
90.0
90.0
70.0
70.0
110.0
120.0
70.0
70.0
70,0
70.0
50.0
50.0
110.0
120.0
70.0
70.0
O
Z
�
0
X
LL
111
W
0
M
N
'asap
-aN
oma
50.0
50.0
70.0
70.0
98.9
111.9
90.0
90.0
70.0
70.0
50.0
50.0
LL•
0
d'
LaayS
1n
Z
ala S
006
N
0-
sauaS
BO.0
80.0
68.8
68.6
50.0
50.0
80.0
80.0
65.5
855
50.0
50.0
80•
110.0
120.0
50.0
50.0
24•
30'
33-
36•
39•
4Z
45'
48'
51'
54"
57'
60"
10B•
90.0
90.0
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110.0
120.0
60.0
50.0
90.0
80.0
110.0
120.0
50.0
50.0
70.0
70.0
90.0
90.0
50.0
50.0
70.0
70.0
90.0
90.0
50.0
50.0
70.0
70.0
80.0
80.0
50.0
50.0
70.0
70.0
70.0
70.0
50.0
50.0
70.0
70.0
70.0
70.0
24'
30'
36•
42"
46'
48'
51 •
54'
57'
60•
63"
66'
69,
1.
75•
75'
at'
76'
110.0
120.0
50.0
50.0
70.0
70.0
90.0
90.0
S0.0
50.0
70.0
70.0
90.0
90.0
50.0
50.0
70.0
70.0
90.0
9D.0
50.0
50.0
70.0
70.0
70.0
70.0
50.0
50.0
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A. LYNN MILLER, P.E.
P.E.# 58705
70.0
70.0
70.0
70.0
24'
30-
33'
36•
39'
42•
45'
48'
51'
54'
120•
90.0
90.0
70.0
70.0
70.0
70.0
70.0
70.0
50.0
50.0
70.0
70.0
70.0
70.0
50.0
50.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
50.0
50.0
50.0
50.0
50.0
sD.D
50.0
so.o
S0.0
SDA
S0.0
50.0
s0.0
5D.o
50.0
50.0
So.0
so.o
50.0
50.0
50.0
50.0
50.0
SO.O
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS S AND B
FOR INSTALLATION DETAILS
WINDOW DIYB.
CIA98 1YPE '8'
WIDTH
HEIGHT
EXT. (+)
TNT. (-)
19-1/8'
zs-1/2'
37•
53-1/a'
26•
110.D
270.0
T1n.o
teo.7
110.0
18D.7
110.0
120.0
19-1/8•
2s-t/2'
37"
53-1/8'
38-3/8'
110.0
210.0
170.o
tn.3
110.0
120.0
110.0
120.0
19-1/8•
26-1/2'
37'
50-5/8,
110.0
210.0
110.0
189.7
110.0
120.0
T9-1/e'
26-1/2'
37•
53-1/8'
83•
110.0
204.6
110.0
120.0
110.0
120.0
81.3
81.3
19-1/8'
28-1/2•
37'
53-1/B"
74-1/4•
110.0
12D.0
110.0
120.0
90.0
90.0
7D.0
70.0
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
24"
30"
36"
42"
Q.
54"
60'
36'
110.0
180.0
110.0
195.8
110.0
144.0
110.0
156.6
110.0
120.0
110.0
130.5
110.0
120.0
110.0
120.0
107.7
107.7
110.0
120.0
9D.1
90.1
110.0 1
120.0
79.3
79.3
110.0
120.0
24"
30"
36"
42"
48"
54'
60"
42"
110.0
168.0
110.0
193.6
110.0
144.0
110.0
156.6
110.0
120.0
110.0
120.0
102.9
102.9
96.9
111.9
90.3
90.3
96.9
111.9
79.8
79.8
96.9
1 111.9
70.5
1 70.5
90.0
90.0
24'
30"
36"
42"
48"
54"
60"
48"
110.0
160.0
110.0
184.4
110.0
120.0
110.0
120.0
107.7
107.7
110.0
120.0
90.3
90.3
96.9
111.9
80.2
80.2
84.8
97.9
72.7
72.7
90.0
1 90.0
67.6
1 67.6
90.0
90.0
24"
30"
36"
42"
48"
54"
60"
54"
110.0
143.3
110.0
177.8
105.6
105.6
110.0
120.0
90.1
90.1
110.0
120.0
79.8
79.8
96.9
111.9
72.7
72.7
90.0
90.0
69.9
69.9
80.0
80.0
1 62.7
1 62.7
80.0
80.0
24"
30"
36"
42"
48'
54"
60'
110.0
1 120.0
110.0
120.0
93.3
93,3
110.0
120.0
79.3
79.3
110.0
120.0
70.5
70.5
90.0
90.0
67.6
67.6
90.0
90.0
62.7
62.7
80.0
80.0
24"
30'
36"
42"
48'
66'
110.0
119.5
110.0
120.0
87.2
110.0
120.0
M59.
70.7
90.0
90.0
61.7
90.0
90.0
59.6
90.0
90.0
24"
30"
36"
42'
4g"
72"
110.0
111.9
110.0
120.0
78.6
78.6
1 110.0
120.0
62.9
62.9
90.0
90.0
54.4
54.4
90.0
90.0
52.9
52.9
90.0
90.0
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW Din.
GLASS TYPE '2A'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
24"
30"
36'
42"
78"
103.6
103.6
110.0
120.0
71.4
71.4
90.0
90.0
54.0
54.0
90.0
90.0
48.9
48.9
90.0
90.0
24"
30'
36'
84'
109.4
109.4
110.0
120.0
67.0
67.0
90.0
90.0
S0.2
50.2
90.0
90.0
24"
30"
36"
96"
92.9
1 92.9
110.0
1 120.0
59.8
59.8
90.0
90.0
44.2
44.2
90.0
90.0
24"
30"
108"
74.0
74.0
90.0
90.0
56.8
56.8
90.0
90.0
24'
120
62.5
62.5
90.0
90.0
1/8" TEMP. GLASS
1/8" ANN. GLASS
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
w 090" Interlayer
t Trosifol PVB
z w By 'Kuraray America, Inc.'
�^ 1/8" ANN. GLASS
GE-1200c Dow 791, 983
XL EDGE SPACER
ST, STEEL BY 'CARDINAL'
OR 10 AT 1/4 POINTS ALL SIZES
DURASEAL BY 'QUANEX'
OR 4" INSULATED
SUPER SPACER B3Y 'QUANEX' /
GLASS TYPE '2A'
1/8" TEMP. GLASS
1/8- TEMP. GLASS
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
o: OR
090" Interlayer
m Trosifol PVB
gw By Kuraray America, Inc.'
iv g 1/8' TEMP. GLASS
GE-1200f ➢ow 791, 983
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR_,
DURASEAL BY 'QUANEX' 10 AT 1/4 POINTS ALL SIZES
OR 3/4" INSULATED
SUPER SPACER BY 'QUANEX'
GLASS TYPE '3A'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
1IDnOII DIMS.
GLASS TYPE '2A'
GLASS TYPE '8A'
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
19-1/8"
26-1/2•
37"
53-1/8"
26"
110.0
210.0
110.0
210.0
110.0
166.2
110.0
180.7
110.0
166.2
110.0
180.7
110.0
120.0
110.0
120.0
19-1/8-
26-1/2"
37'
53-1/8"
38-3/8"
110.0
200.6
110.0
210.0
1100
163.0
110.0
177.3
0
rt.7.
116.8
110.0
120.0
87.0
110.0
120.0
19-1/8"
26-1 /0
37'
53-1/8"
50-5/8'
110.0
185.7
110.0
210.0
110.0
133.0
110.0
169.7
97.9
97.9
110.0
120.0
70.8
70.8
85.3
85.3
19-1/8"
26-1/2'
37"
53-1/8'
63"
110.0
177.5
110.0
204.6
104,3
104.3
110.0
120.0
72.9
72.9
110.0
120.0
60.1
50.1
81.3
81.3
19-1/8"
26-1/2"
37'
74-1/4-
110.0
120.0
110.0
120.0
90.5
90.5
110.0
120.0
1 58.8
58.8
90.0
90.0
WDW WIDTH
=
WINDOW LENGTH
w
S
NOTE
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE
NOTE -
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
PRODUCT REVISED
as oomply11 with the Florida
Building Code
NOA-No. 20-0519.13
Explratlon Date 10/2012023
By
A) NO CHANGES THIS SHEET.
o AK - 03/27/20
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INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDESI
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
1/4" ULTRACON
11 I
SEALANT
' � •a Q' � 'vim 2 1/B�
o •T" MIN.
2-1/2" MIN.
INSTALLATION TYPE '1' WOOD BUCK TYPE '1'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
1/4" ULTRACONS
1-1/2" EMBED
1 II 1 3/B-
SEALANT I d �I
,VSbCx
a �^
k
ATION BY OTHERS
INSTALLATION TYPE '3' WOOD BUCK TYPE '3'
MATERIAL.: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
1/4"
SEALANT
F,
c�
2 1/8"
MIN.
a T" MIN.
2-1/2" MIN.
INSTALLATION TYPE '2' WOOD BUCK TYPE '2'
MATERIAL• PRESSURE TREATED
TYPICAL INSTALLATION DETAIL _
ON ALL FOUR SIDES/USING WOOD
SEALANT
INSTALLATION TYPE '4'
�-Lx
MIN.
r OTHERS
WOOD BUCK TYPE '4'
MATFRIAI• PRESSURE TREATED
TYPICAL INSTALLATION DETAIL WOOD BUCKS NOT BY WINDOOR INC. MUST SUSTAIN
ON ALL FOUR SIDEVUSING WOOD LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
ATTACHMENT TO
METAL STRUCTURES
#12 SMS
ATTACHMENT TO
APPROVED MULLIONS
PRODUCT REVISED
as complying with the Florida
Bu1lding Code
NOA-No. 20-0519.13
Expiration Date 10/20/2023
By
Miami -Dade Product Control
., A) NO CHANGES THIS SHEET.
o AK - D3/27120
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No.58705 •�
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A LYNN MILLER, RF
P.E# 58705
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 8 FOR DETAILS
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
TONDO!
WIDTH
DNS.
THEIGHT
TOR (+)
INT. (-)
TwDOT
WIDTH
Dow.
HEIGHT
EXT. (+)
INT. (-)
NMOT
WIDTH
DW'
HOOHT
EXT. (+)
WT. (-)
T1N00T DDLS.
WI01H HEIGHT
pR.
OTT. (-)
24'
30'
36•
42'
48"
54'
60"
63"
66'
69,
72"
75"
78'
81"
84'
87'
90'
J6,
210.0
210.0
24'
30'
38•
42'
48'
Sr
60'
63,
68'
69,
7Y
75'
78'
B1"
Be
87'
90'
S4,
210.0
24
30'
35'
42"
48'
54'
60'
eY
88"
69'
72'
1.
78'
81'
84'
87'
9'.
7P-
210.0
24'
30'
38'
42'
48'
54'
So.
63'
Ica'
1
210.0
210.0
210.0
210.0
185.2
180.6
155.6
210.0
210.0
207.8
161LI
156.3
137.9
210.0
210.0
2OD.0
197.5
125.0
148.1
1429
1152
107.7
104.6
1905
161.6
177.8
208.3
148.1
141.1
1709
158.7
139.9
139.1
24'
W.
36'
42'
48'
54'
120'
210.0
198.1
182.9
1852
148.1
138.9
155.9
1385
175.4
138.9
1282
166.7
130.7
119.0
125.0
114.7
190.5
181.5
148.1
140.4
1333
IMD
24'
30'
36.
42'
48'
13Y
210.0
173.9
166.7
133.3
117.6
184.6
127.0
111.1
157.9
139.0
24"
30"
W.
42'
48'
54'
60"
63'
66"
59,
72'
75-
7B'
81,
84•
1.
90'
42'
210.0
210.0
24'
30'
38'
42'
48'
54'
60'
1.
66,
69'
72'
75'
78'
81-
84'
87'
So"
Go'
210.0
24"
30'
36'
42"
48"
54'
6D"
63'
68'
69"
72"
75'
1.
et"
Be
87'
78'
210.0
210.0
190.6
125.0
210.0
210.0
1905
175.8
1661
150.4
24'
30"
36-
42"
48'
144.
2G4.5
167.4
210.0
166.7
161.6
138.9
130.7
142.9
125.4 -
1125
207.8
175.8
160.0
125.0
163.3
1455
1229
24'
m.
m.
42'
156"
20"
1905
160.0
121.2
170.2
178.6
isms
1429
119.9
144.9
127.0
185.1
158.7
119.0
133.3
125.0
1185
1183
150.4
171.4
141.2
118.3
1633
155.8
1333
118.3
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET a FOR DETAILS
126.3
115.4
149.1
120.0
24'
3o"
36"
42"
4W
se
60'
63,
66,
69"
72'
75"
78'
81'
84'
210.0
24'
W.
36"
42"
48'
54'
60"
B3'
66,
69'
72'
75'
78'
81'
B4'
B7'
9o-
46,
210.0
24'
30'
W.
42"
48'
54'
60'
1.
68'
69'
72'
75'
78'
81"
84'
BY
90"
66'
210.0
208.7
TOLDOT
WIDTH
DD18.
HEIGHT
EXT. (+)
INT. (-)
210.0
210.0
181.8
210.0
210.0
2083
1633
150.0
18-1/8'
26-1/27
37'
53-1/8-
26,
210,13
190.5
178.6
210.0
210.0
210.0
210.0
200.0
MA
133.3
170.9
150.0
166.7
153.5
130.6
128.3
19-1/8-
26-1/2-
37'
53-1/8'
38-3/8'
1
210.0
145.1
1653
210.0
210.0
178.6
1265
166.7
156.3
1515
125.0
210.0
139.9
123.9
1183
19-1/8-
25-1/2'
1.
53-1/8'
50-5/8'
210.0
210.0
147.1
138.9
1299
121.2
122.6
210.0
157.9
136.4
1283
24'
3D"
35.
4Y
210.0
204.5
150.0
177.E
19-1/8•
26-1/2'
37'
63'
210.0
1429
138.4
1212
153.8
137.1
210.0
174.9
114.8
4W
96"
125.0
53-1/B"
148A
Be
1159
19-1/8,
210.0
60"
109.1
26-1/2-
74-1/4'
210.0
Sr
10"
37-
1745
65,
69,
72"
1039
53-IIW
1421
101.8
100.0
WDW. WIDTH
I
I
WINDOW LENGTH
z
3
3
NOTE•
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERITCALLY OR HORIZONTALLY AS SHOWN ABOVE.
1/4" DIA. ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=1B4 KSI, Fy-148 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
#12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8")
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym = 2000 PSI MIN.
PRODUCT REVISED
a9 complying with the Florida
Dulidin0 Code
NOA-No. 20-0519.13
Expiration
�� Date 10/20/2023
In.
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A. LYNN MILLER, RE
P.E# 58705
PERFORMANCE VALVES
OF ALUMII40M BUCK
INSTALId ON ANCHORS
PERFORHANCE VALUES
OF ALUMER M BUCK
H43P ON ANCHORS
PERFORMANCE VALUES
OF ALUH1N H1 BUCK
INSTALLAM ON ANCHORS
FERFORHANCE VALUR4
OF ALUIUNUM BUCK
INSTALL&TION ANCHORS
TRIDOU DBIR.
ANCHOR
AT 17" O.C.
I ANCH028
AT LO' 0.
WIDOW DROL
ANCH029
AT 17" O.C.
ANCH096
AT 10" MC
•HmOW BDIB.
ANCH088
AT 17' O.C.
ANCHOHB
AT 10" MC
IHIDIOR DOIH.
ANCHO98
AT 17' O.C.
ANCH029
AT IV MC
WIDTH
HEIGHT'
E7IT.
INT. (-)
INT. (_)
WIDTH
HEIGHT
EC-(+)
TNT. (-)
EXT. (+)
TNT. (_)
WIDTH
HEIGHT
EIIT. (+)
IHf. (-)
EXT. (+)
INL (_)
WIDTH
HEIGHT
EXL (+)
Wf. (-)
DO. (+)
INL (-)
24'
30"
36'
42'
48'
5$
of
63'
66"
59•
72'
75'
78'
al•
84'
87'
GO'
36'
207A
210.0
24'
M.
36"
42'
487
Be
60'
83'
68"
69'
72"
75-
78•
81'
84'
87'
90"
�•
150.3
210.0
24-
30"
36'
42'
48'
54'
60'
63'
68'
69•
72"
76'
78•
81'
B4"
B7'
90'
72•
1385
193.9
24'
30•
36'
42•
48'
Be
60•
63'
108•
1212
1DO.1
190.4
157.3
189.9
1SC7
210.0
210.0
135.4
12&1
2G4.6
184.7
116.6
102.6
183.7
14&6
86.2
76.4
135.4
120.1
138.5
184.7
115.1
110.8
1717
166.2
93.1
BB.6
130.4
1212
147.7
123.1
184.7
184.7
693
63.8
10&B
100.3
1D9.4
8B.5
164.1
1343
811
79.1
114.9
limb
1055
985
1583
172.4
.1
57.9
93b
91.0
B21
94.7
143.6
132.6
7&2
109.4
115.4
161.6
775
108.5
24'
W.
36'
42'
40•69.3
120"
123.1
101.3
184.7
152.0
100.6
1016
152.1
1418
67.9
811
123.1
1149
77.1
76.9
107.9
107.7
88.9
71
130.4
115.1
972
923
1555
147.7
76.9
123.1
71.0
107.7
7L4
811
115.9
109.4
1055
1'-54•
835
10&9
I-
1055
100.7
140.7
151.1
77b
739
11&6
it0b
N-2
103.9
97.8
24'
30'
36'
42'
48"
132-
124.7
1013
180.1
147.7
983
9231385
1445
70.3
1055
92.3
87.5
126.4
24"
30"
36'
42"
54'
63'90.4
B6'
69"
72'
75'
78"
al,
Be
87'
90'
42'
16%2
147.7
210.0
197.0
24'
M.
36'
42'
48-192.3
Be
so.88.6
63'
66"
69"119.3
72'
75•
78'
el"
Be
87'
90"
60•
13&5
i182
207.8
177.3
24'
30"
36'
42-
48-
1.115.9
60'
63'
66'
69'
72"
75"
79'
all
Be
87'
7B'110.8
125.9
1055
201.5
168.8
77.0
693
111.2
100.0
1384
135.7
184.7
100.9
1055
158.3
1333
24"
30'
36'
42-
48"
144'
1133
91B
1B&9
154.E40"
97.4
146.1
138.5
135.7
175.9
123.1
79.1
131.9
115.1
172.7
146.1
89,5
134.3
133.0
69.97.4
623
F923147.7
105.5
1583
147.7
80.8
133.0
1089
24"
30"
38'
42"
156'
115A
943
A18-4.7
88E
1293
107.4
98.9
93.1
1385
130.4
66.0
1G63
1D55
803
70.3
79.1
73.9
110.8
118.2
87.9
033
140.7
1333
65.7
65.8
105.1
104.9
693
78.2
110.8
104.3
PREFORMANCE VALUffi
OF ALUNUNUM BUCK
DWALIATION ANCHORS
95.0
12&6
65.8
97.4
90.4
B83
82.6
i35.7
1295
123.9
73.9
70.0
110.8
105.0
65.E
63.9
1023
95.9
WINDOW DIIM
INCHOB9
AT 17' O.C.
���
AT 10" B.C.
665
99.7
24"
30'
36'
42'
40"
Be
60•
63'
88•
69'
72"
75'
78'
al"
Be
138.5
115.6
207.8
173.4
WIO1H
HEIGHT
EXr. (+)
TNT. (-)
EXT. (+)
INT. (-)
24"
30'
38"
42'
48'
Be
em'
83'
66"
69'
72'
75-
71'
81"
Be
87•
90'
184.7
161.2
210.0
2015
24'
30-
36'
4Y
48'
54•
60'
or
66"
69"
72"
75'
78'
81'
Be
87'
90'
Ga.
1539
130.4
210.0
1825
100.7
90.4
151.1
13&7
19-1/W
26-1/2"
1.
53-1/8"
26"
210.0
210.0
210.0
210.0
147.7
135.7
184.7
175.9
11&4
1055
161.6
147.7
83.1
77.8
124.7
11&6
191.8
1529
210.0
210.0
138S
110.8
173.1
16&2
98.9
94.7
1385
132.6
739
72.4
lima
108.5
19-1/8"
26-1/2'
37'
53-1/8"
38-3/8"
2100
179.7
210.0
210.0
923
138.5
88.6
129.3
85.2
98.9
1492
138.5
BOA
128.5
128.2
71.1
70.1
10&7
105.1
ifi27
1225
210.0
18M
923
85.6
1293
1212
am
117.5
69.3
6&6
103.9
102.9
19-1/B"
26-1/2-
37•
53-1/B"
so-5/a"
2012
161.1
210.0
201.4
775
71.9
108.5
115.1
815
7"
130A
123.1
65.8
1023
134.2
1133
167.8
672
107.4
67.9
973
875
B&i
115.6
124.7
75.6
71.1
1003
1118.7
24'
30•
36'
42'
118.7
9&5
197.9
194.1
19-1/8•
26-1/2'
3Y
53-1/8"
63'
156.1
12U
t1442
79.1
75.5
118.7
1133
672
83.6
100.7
95.4
852
76.0
142.1
126.6
96.9
814
ALUMINUM BUCK FRAMING DETAILS
REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
B45
.055
.0�tp
.51.125
..903
ALUMINUM BUCK OPTIONAL COVER
6063-1`6 6063-T6
#14 SMS
AT 6" FROM ENDS
17" O.C. MAX.
AT HEAD/SILL/JAMB
I ISENSE�a
•EDGE GIST: 4 1%4''DIA ULTRACON
•° „ 'O, ° 1 ^1/4" MIN. CONC. EMBED
AT 6' FROM ENDS
SEE CHART FOR SPACING
INSTALLATION TYPE 'S" AT HEAD/SILL/JAMB
//14 SMS
AT 6' FROM ENDS
17" O.C. MAX.
N AT HEAD/SILL/JAMB
E
2
� h X
�1 gs I s
PRODUCT REVISED
as comp)yyIng with the Florida
Building Codo
NOA-No. 20-0519.13
Expiration Date 10/20/2023
By !/
Miami -Dade Product Control
., A) NO CHANGES THIS SHEET.
o AK - 03/27/20
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? No.58705
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A. LYNN MILLER. RE
P.E.958705