HomeMy WebLinkAboutNOASCANNED
BY
MIAMt•QADE St. Lucie County
M CONTROL
COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/ec000mv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275 Qym
SCOPE:
This NOA is being issued under the applicable riles and regulations governing the se o
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. -
APPROVAL D6&JMXNT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation"
sheets I through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: None
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 thejob site at the request of the Building Official.
This NOA revises and renews NOAH 15-0528.22 and consists of this page 1 and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0505.02
KMQAD COONTM _ Expiration Date: September 01, 2021
Approval Date: June16,2016
(alto,1,� Page 1 1ST. LJCN( UNITY BUII,DING D"ION
REVIEWED FOR C(LW CE
REVIEWED BY
DATE
rLANS AN9 PERMIT MUST BE A-rpT ON JOB
OR NO INSPECTION WILL BE MADE.
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614. 01)
2. Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets 1
through 8 of 8, dated 05111/11, with revision C dated 04/22/16, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL 6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E. (Submitted under NOA No. 11-0614. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.22)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May
2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring
on 09/01/16.
Manuel rez, P.E.
Product Cootr
Eaa finer
NOA No. 5.02
-- Expiration Date: September 01, 2021
Approval Date: Tune 16, 2016
E-1
GENERAL NOTES: SERIES 200 N _ MPACT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & S.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN
1-1/2" THICK ARE TO BE CONSIDERED I INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-11T THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE. THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NON ELCO CRETEFLEX NON ANSUAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME).
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3.
�►- WIDTH WIDTHI if
�{
r
HEIGHT / / HEIGHT
---EQUALDiE'- PROVIEW10MEL ARCHTOPPROVEWORIEL R DIUSMPEQUALI
53-1/8"' TII
52-1/8"1
NO ANCHORS
4
REQUIRED IN
VISIS
FLANGE
FRAME HEAD
j
8' MAX. FROM �-
CENTER OF
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RAIL
8' MAX. FROM
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TABLE 4:
Maximum
Window
Height'
Sash Heightz
(see Figure A, this sheet)
Design Pressure (lbsHt) for Glass Type B -J, Fin $ Flange Frame
Maximum Window Width'
119.1/8"
28-11T
33"
37"
41"
45"
N.
M.,
119/16" (Equal Ute)
+55.0
90.0
+65.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.1
under 189/16"
+55.0
90.0
+55.0
-90.0
+55.0
90.0
+56.0
90.0
+55.0
90.0
+55.0
94.3
+55.0
78.1
37"
189/16" (Equal Lite)
+55.0
.90.0
+55.0
-90.0
+55.0
90.0
+55.0
-9D.0
+55.0
90.0
+55.0
90.0
over 189/16"
+55.0
90.0
+55.0
-90.0
+55.0
-00.0 '
+55.0
-80.0
+55.0
-90.0
+55.0
-84.3
+55.0
78.1
under 15.71W
+55.0
90.0
+56.0
90.0
+55.0
90.0
+55.0
-W.0
+55.0
-88.5
+55.0
-81.8
+55.0
75.1
15-7/8" thru 193/16" 3
+55.0
-90.0
+55.0
-90.0
+55.0
- 0.0
+55.0
50.0
+55.0
-90.0
+55.0
-87.9
+55.0
78.1
19-1/4" (Equal Cite)
+55.0
90.0
+65.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-87.9
+55.0
78.1
over 19-1/4"
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-88.5
+55.0
-81.8
+55.0
75.1
underl99/16"
+55.0
90.0
+55.0
90.0
+55.0
-90.0
+55.0
-86.5
+55.0
�.2
+55.0
-73.2
+55.0
-68.:
19416' thru 22-1/p' s
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-89.1
+55.0
78.5
+55.0
-70.1
�'"
229119' (Equal life)
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-89.3
+55.0
, -78.5
+55.0
70.1
oxer 229116"
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
96.5
+55.0
-80.2
+55.0
-73.2
+55.0
96.:
under20.1/8"
+55.0
90.0
+65.0190.0
+55.0
.86.0
465.0
-81.8
+55.0
75.7
+55.0
�.2
+55.0
.62.1
20-118" thru 24-1/2" 3
+55.0
90.0
+65.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-84.8
+55.0
-74.2
+55.0
55.1
249/16" (Equal Ute)
+55.0
90.11
+55.0
90.0
+55.0
-90.0
+55.0
90.0
+55.0
-84.8
+55.0
74.2
+55.0
785.1
over249116"
+55.0
90.0
+55.0
.00.0
+55.0
-86.0
+55.0
-81.8
+55.0
75.7
+55.0
59.2
+55.0
.82.1
under 20-13/16"
+55.0
90.0
+5U
90.0
+55.0
-83.5
+55.0
79.1
+55.0
74.0
+55.0
S/.3
+65.0
-61.1
20-1311W thru 255/16" 3
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-83.2
+55.0
.72.7
+55.0
-64.:
505/8"
253/8" (Equal Ute)
+55.0
90.0
+55.0
, 90.0
+55.0
90.0
+55.0
90.0
+55.0
93.2
+55.0
72.7
+55.0
54.1
aver 2538"
+55.0
90.0
+55.0
90.0
+55.0
-83.5
+55.0
79.1
+55.0
-74.0
+55.0
-67.3
+55.0
-61.1
under 2445/16"
+55.0
.87.9
+55.0
-75.6
+55.0
.65.7
+55.0
-62.3
+55.0
-60.0
+55.0
56.5
+53.2
53.:
34-1511fi thru30-1/2"3
+55.0
-87.9
+55.0
-75.8
+55.0
-74.11
+55.0
-74.1
+55.0
-74.1
+55.0
55.5
+55.0
57.9
61"
309/16" (Equal Lite)
+55.0
-87.9
+55.0
-75.8
+55.0
-74.1
+55.0
74.1
+55.0
-74.1
+55.0
.65.5
+55.0
57.:
over 309/16"
+55.0
-87.9
+55.0
75.8
+55.0
-74.1
+55.0
74.1
+55.0
-74.0
+55.0
-65.6
+55.0
57.:
under253(4"
+55.0
.83.9
+55.0
71.7
+55.0
-620
+55.0
59.9
+55.0
57.8
+54.5
54.5
+51.3
51
253r4" thru 314/2" 3
+55.0
.83.9
+55.0'
71.7
+55.0
-69.4
+55.0
49.4
+55.0
-69A
+55.0
-64.5
+55.0
56A
63"
319116° (Equal Lite)
+55.0
93.9
+55.0
-71.7
+55.0
-69.4
+55.0
59.4
+55.0
59.4
+55.0
84.5
+55.0
56..'
over3"MT
+55.0
433.9
+55.0
71.7
+55.01
-69.4
+65.0
-69.4
+55.0
-69.4
+55.0
-64.5
+55.0
-%A
under293/4"
+55.0
a&3
+55.0
56.3
+52.1
, 521
+51.5
51.5
+51.5
51.5
+51.5
51.5
+50.0
-W.(
293/4" thru 364/2" 3
+55.0
58.3
+55.0
56.3
+52.1
521
+51.5
51.5
+51.5
51.5
+51.5
51.5
+51.5
5.'. 1
73"
369/16" (Equal Lite)
+55.0
.68.3
+55.0
S6.3
+52.1
521
+51.5
51.5
+51.5
51.5
+51.5
51.5
+51.5
511
otter 369/16"
+55.0
-68.3
+55.0
.66.3
+52.1
521
+51.5
51.5
+51.5
51.5
+61.5
51.5
+51.5
511
under313/4"
+55.0
-625
+50.8
50.8
+46.3
46.3
+45.2
45.2
+45.0
45.0
+45.0
-05.0
+45.0
451
78"
313/4" thru 39' 3
+55.0
-625
+50.8
50.8
+46.3
-46.3
+45.2
-45.2
+45.0
45.0
+45.0
-05.0
+45.0
-45.(
39-1/16" (Equal Ute)
+55.0
-62.5
+50.8
50.8
+46.3
46.3
+45.2
45.2
+45.0
.45.0
+46.0
-05.0
+45.01
45.(
Tip -to -tip dimensions tbrflange windows shown. Fortin Windows ortuck dimensions, subtract 1".
20verall sash height. For clear daylight height, subtract 3-9/19'.
3 Size range mciudes the standard Pro -View (3,mr--2 configuration) for the given Window Height.
For-awrall.sash_width,-subtract 2-16116" tram the buck dimension.
WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 63".
INSTALLATION DETAILS FC:.': IN FRAMES
INSTALLATION
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTANCE
ANCHOR(SCREW)
THROUGHTHEFIN
EDGE
DISTANCE
1.465" L�
VISIBLE
LIGHT
HEIGHT
I
41
EXTERIOR
2.751' a
BUCK
HEIGHT
2254'
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 6, THIS SHEET.
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
2X WOOD, SEE NOTE 2, THIS SHEET
1 EMBEDMENT
L
VISIBLE
LIGHT
HEIGHT
i
EDGE
DISTANCE
EDGE
DISTANCE
TYP. ANCHOR TYPE, EMSEDMENTAND EDGE
DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET
2X WOOD,
F' - EMBEDMENT —�{ SEE NOTE 2,
I \ I THIS SHEET
2X WOOD.
SEE NOTE 2,
THIS SHEET
EMBEDMENT
1/4" MAX SHIMM
114" MAX SHIMM
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE
I� 4
TYP. ANCHOR TYPE,
PER SUBSTRATE,
I�
EMBEDMENT AND EDGE
SEE TABLE 6, THIS
II
DISTANCE PER SUBSTRATE,
INSTP
SHEET.
II
INSTALLATION
SEE TABLE 6, THIS SHEET.
OP,
OPTION E
INSTt
STRAIGHT HEADER
ANCHC
INSTALLATION ANCHOR
THROU
(SCREW) THROUGH THE FIN
; a \
USE EITHER
LATCH (# 29) OR
BOTTOM LOCK
32-35 (#11). TESTED
UNIT LOCATIC
6-5/8" FROM
i� VENT END.
EMBEDMENT
INSTALLATION
OPTION 7
INSTALLATION
ANCHOR(SCREW)
THROUGH THE FIN
#10 STEEL
SELF -DRILLING
SMS (G5)
1/4'MAXSHIM
EDGE II
1 DISTANCE 1
2K WOOD, SEE NOTE 2, THIS SHEET
VERTICAL SECTION D-D
EDGE
DISTANCE
EXTERIOR
15
1/4' MAX SHIM
ALUMINUM/STEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 6, THIS SHEET.
TroyA,
1) USE ONLY SUBSTRATE
APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN
MAY BE USED ON ANY SIDE OF THE
WINDOW.
2) 2X WOOD FRAMING OR BUCK,
1-12'THICK OR GREATER.
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM
BEADING TO BEADING.
III
DADE API
VERTIC,
1/4'
PROPER71
#10 Ste
.I LYNN
......... .
\�.}f ... .Y.
A. LWAITER, P.E.
P.E.# 58705
1
TABLE 7:
Anchor Quantities Required, Flange Frame
Maximum
Window
Heigmt
Seth
(sea Figure A. this shoet)
Maximum Window Wdthr
19-1I8•
26 M" 1
33" 13T1
41'
Getup A
Group B
Group
Group A
Group a
Graup
Getup A
Group B
Group
Getup A
Getup 8
Getup
Group A
Getup a
Group C
Getup A
Gr
rc
2
m
o:
2
s¢
o'
et
g
rc
m
a;
2
rc
2
S
o:
n
m
z
2
rc
2
libm
2
a
2
e
2
m
2
2
rc
2
Min'
s
As$1mo
¢
rc¢
of
M
o:
2
a�
K
2
¢
rc
2
10
p'
M
z
M
m¢
rc¢
m¢
rc
2
z
2
m
rz
2
z
2
a
2
6
23"
1M1E (Equal Llte)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2.
2
21
2
2
2
2
2
2
under 18-911E
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
37°
188/1E (Equal Uto)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3
9
met 18-9/1E
2
2
2
2
2
2
2
2 1
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
under 15.7/8"
2
2
.2
-2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
3
15.7/E tlw 19-3119' s
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
3t13/8°
19-1/4° (Equal Ute)
2
2
2
2'
2
2
2
2
2
2
2
2
2
2
2
2 1
2
2
3
3
2
2
2
2
3
3
2
2
2
2
3
3
3
aer 19-114°
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
under 16911E
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
3
2,
3
2
4
2
4
2
3
2
4
2
4
19-9/1E thnu 22-11r s
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
3
3
3
45'
22-9/1E (Equal Lice)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3
3
S
2
2
3
3
3
9
2
2
3
3
9
ow22-9/tE
2
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
undergo-118•
2
2.
2
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
2
4
-1/8"thru 24-1/2°'
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
4
3
3
2
3
2
4
3
3
2
3
2
4
3
3
49°
24-9/1E (Equal Lit.)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
over24-9MV
2
2(
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2.
3
2
4
2
4
2
3
2
4
2
under20-13118'
3
2
2
21
2
2
3
2
3
2
3
2
4
21
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
2
4
20.1311Ethm 255/1E3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
4
3
3
2
3
2
4
3
3
50.518"
25-W (Equal Lite)
2
2
2
2
1 2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
3
3
3
3
3
mar 25-/E
2
3
2
2'
2
2
2
3
2
3
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4)
2
4
2
3
2
4
2
urder24-1511E
3
3
3
3
3
3
4
3
3
3
3
3
4
3
4
3
3
3
4
3
4
3
3
3
4
3
4
3
3
3
5
3
4
341511E thin 3o-111" 3
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
4
3
4
3
3
2
4
3(
3
61'
349/tE (Equal Uta)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3,
2
2
3
3
3
3
3
3
3
3
3
ov.r305/1E
2
3
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
3)
2
3
3
4
2
4
2
3
3
4
2
undder253/4°
3
2
3
2
3
2
4
2
3
2
3
2
4
2'
3
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
5
2
j 4
25.3/4'thru 31-1/Y3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
4
3
3
2
3
2
4
3
3
3
3
2
4
3
4
83•
31S/tE (Equal Ute)
2
2
2
2
2
1 21
2
2,
2
2
2
2
3
3
3
3
2
2
3
3
3
3
1 2
2
1 3
1 3
3
3
3
3
3
3
3
mar 3141/1E
2
2
2
2
2
1 2
1 2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
9
2
3
1 3
1 4
2
4
2
3
3
4
2
under 29-SW
3
2
3
2
3
1 2
1 3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
21
3
2
4
1 2
4
2
3
2
4
2
4
293/4° thru 361/2' 3
3
2
3
2
9
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
1 3
2
3
2
3
2
3
2
4
3
3
73'
36911E (Equal L4.)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2!
2
2
3
3
2
2,
2
2
3
3
3
3
2
2
3
3
3
avr38-9/1E
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
3
3
2
3
2
2
3
3
3
3
2
2
3
3
3
order 31.3/4'
3
T22
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
324
2
3
2
3
2
4
2
4
78'
:W4' thm 3E 3
3
2
3
2
3
2
3
2
3
2
3
2
1 3
2
1 3
U23
2'
3
2
1 3
2
3
2
3
2
3
2
S
3
3
9t}1/1E (Equal Lice)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
3
3
3
1 3
1 2
2
3
3
3
t Tip -to -tip dimensions for flange windows shoxm. For buck dimensions, subtract 1".
2 Overall sash height. For clear daylight height, subtract 39/1 ti".
3 size range includes the standard Pro -View (3-ow-2 cordgundion) for the given Window Height. 4p 4' FROM
"MR' refers to "Meeting Rail". SEAM
For overall sash width, subtract 2-15/16" from the buck dimension.
WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53•. WI
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION t
ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. /
2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R
TH
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH T
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
Item
#
PGT
Dwg. #
PGTPart 9
Description
1
2703E
62703EW IFlange
Frame Head
2
2751B
62751BW
Flange Frame Sill
3
2781
62781 W
Flange Frame Jamb
4
2713
62713BW
Integral Fin Frame Head
5
2714E
62714EW
Integral Fin Frame Sill
6
2782
62782W
Integral Fin Frame Jamb
7
2706
62708DW
Sash Bottom Rail
8
2707
62707CW
Sash Top Rail
9
2739
62739W
Fixed Meeting Rail
10
2709
62709CW ISash
Side Rail
11
2740B
742740AW
Sash Bottom Lock
12
2785
62785W
Sash Stop
13
134
66615
Addon Flange
20
1226
61226DW
Vinyl Bulb, Flex PVC 70
21
1662C
71662CW
Head/Sill Gasket, Polyethelyne
22
1270
7PAD118
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, Rigid PVC
24
4066
64066G
Wstp.,187 X-230 Fin Seal
25
2784
72784W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Take-out Clip
27
Varies per Size
Balance
28
2711
4280OW
Sash Cam, Nylon
29
1096
71096W
Sweep Latch, Zlnc
30
1016
7858WW
#8 X.525 Ph. FI. SMS Latch Screws
31
1 1267
71267N
ISetting Block 1/8" x 1/2" x 1", EPDM
32
See
Sheet
7 for
Materials
Kommerling 4SG
TPS Spacer System
33
Quanex Super Spacer nXr with Hot Melt Butyl
34
Quanex Duraseal
35
Cardinal XL Edge Spacer
36
Sash Bottom Lock Spring
37
Screen Cloth, Fiberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
1625
61625E
Glass Bead (1/8" Glass)
41
2719
62719E
Glass Bead (3/16" Glass)
42
1263
61263B
Glass Bead (114" Glass)
43
1253
6VT48B
Glass Bead (I.G.)
50
781 POA
#8 X 1" QUAD Pn SMS
51
781 PSTX
#8 X 1" Sq. Pn Twin Fast SMS - 410 S.S_
52
1184
781LHPQA
#8-15 x 1 LH Twinfast Screw Zinc
53
1186
781LHPQX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78X1PFTFUA
#8 X 1" Ph FI u/cut SMS
55
78X1 FPAX
#8 X 1" Ph FI - Stainless Steel
60
1/8' Annealed or Tempered Glass
61
3/16" Annealed or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
1/8% 1/4" Air -1/8" An. or Temp. I.G.
64
1/8% 3/16" Air - 3116" An. or Temp. I.G.
�— -000"
.0627 .500"
L! .ass•
OFLANGE FRAME HEAD
6063-T6 ALUMINUM
2.056"
050" -L
n
J
3.225'
•.975•
1.125"
.oso•
2.056'
OINTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
►! I� .062"
1.582"
.062'
1.010•
OFIXED MEETING RAIL
6063-T6 ALUMINUM
.050,
500• —
C
1.1zs^
2.000"
oso• -
.975•
.062" ,
.050"--����--
� .926"
10 SASH SIC
6063-T6 A
091N
• 1i _
Y✓�
A. LRE
RE# 58705
i
SCANNED
BY
St. Lucie County
MI® DARE
DEPARTMENT OF REGULATORY AND ECONOMIC RESO
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CGI Windows and Doors,
10100 NW 2511 Street
Miami, FL 33172
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
(RF.R) 11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
v w,miamidade.eov/econamv
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.
APPROVAL DOCUMENT: Drawing No. W0544, titled Series "360" Alum Single Hung Wdw. (L.M.I.),
sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05115,
prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E., bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and a rat'
Miami -Dade County
PAC Product Control Section. i L
MISSILE IMPACT RATING: Large 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 revises NOA# 12-0822.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
_well as.approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.15-0512.07
MIAMI-DADE COUNTY Expiration Date: May 05, 2020
1G4, Approval Date: September 03, 2015
Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOANo. 05-0215.02)
2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.I.)", sheets 1,
1A, 2, 2A, 3; 3A, 4, 4A and 5 through 10 of 10, dated OV28/05, with revision F dated
05105115, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
B. TESTS
1. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03103/15, signed and sealed by Ramesh C. Patel, P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 238 aluminum
fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
N1uue ere , P.E.
Product Cont of Exymbier
NOA N . - 512.07
Expiration Date: May 05, 2020
Approval Date: September 03, 2015
E-1
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (cONTr m)
4. 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) Small Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA
1302.5-04 and CAWM 301-04
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted wider NOA No. 081208.06)
5. 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) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10,
per FBC 24113.2.1, TAS 202-94, per ASTM F 588-04,
AAMA 1302.5-04 and CAWM 301-04
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0323-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04,
signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 05-0215.02)
C. CALCULATIONS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no
financial interest, dated July 16, 2014, issued by AI-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No.14-0822.11)
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
Mauuel Per
Product Control Ex min
NOA No.15-0 A7
Expiration Date: May05,2020
Approval Date: September 03, 2015
E-2
i
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04118.
2. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 06/19/14, expiring on 12/11/18.
3. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no
financial interest, dated July 16, 2014, issued by At-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No. ,14-0822.11)
2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1,
2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-1208.06)
3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1,
2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed
and sealed by Vinu J. Abraham, P.E.
(Submitted render NOA No. 05-0215.02)
4. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as
well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass
spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by
Jaime Gascon, Supervisor,
G. OTHERS
1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their
Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and
expiring on 05/05/20.
Mannei Per , P..
Product Control UQ2ip&
NOA No.15-0512.07
Expiration Date: May 05, 2020
Approval Date: September 03, 2015
E-3
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PROTOTYPE PVSUC EXTRUSIONS
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Weod Bucks must sustain
loads imposed by glazing
system and transfer
them to the building
structure.
Dollars
Nan-Ini
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S (apace)
w y
Optionpl Pre -Cast sll
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/ • DR OWNDOM W 'fl co' (rvtn KR "I' Ian
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WU 1BY BUCKS We WNC. OR UMNRY
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Iwo METAL STRUCTURES
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PLUMNUM : 1/8' TNK. MIN. (606}75 MIN.)
e,TEFL IN cONr WRH ALUMINUM TO BE PLATED OR PLANTED)
�Io, EDGE ANK
INfo WNCRM AND MASONRY - 2-1/27 LAIN.
INTO Won STRUCTURE - 1' MIN.
INTO METAL SIRuMRE a 3/4' IN.
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C90 new RUDI ATbases Pm- 2050 I's MIN
Values for Installation Type 'A' oPPly to the fDllOwin9 installation types, with
maximum shim space 1/4":
1- Using tby P.T. wood bucks, min. 3/4' thick.
2- Directly into masonry, without the use of wood bucks.
3- Dkecty into a sleet or aluminum structure
Min. 1/8' thick and using #14 Take, or Self drilling screws.
Structure must be designed by others to sustain the loads imposed
by the window.
_Installation TypeP].
/ z . 4 9ewlm w..d B..k
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(or EGu.1) sealant
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Optional Pre-Ca__stn
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v
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O
See Installation
Types 'A" & "B'
far t a4&2x4
P.T. Wow Buck Styles
IMPORTANT NOTE:
Wood Bucks must sustain
loads imposed by glazing
system dad transfer
them to the building
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