HomeMy WebLinkAboutNOASCANNED
BY
MIAMMMADE St. Lucie County MIAMI-DADE COUNTY
ME 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)315-7599
NOTICE OF ACCEPTANCE "w.miamidade�Qov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations goF of
materials. The documentation submitted has been reviewed and accepted by%mi- age U40Y
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 Miamd-Dade County Product Control
Section (in Miami -Dade County) and/or the AID (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 materialwithin 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.'MD-SH200-01, 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.
AllssmE 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 NOA# 15-052S.22 and consists of this page I and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by M[anuel Perez, P.E.
NOA No. 16-0505.02
ECOUNTY Expiration Date: September 01, 2021
Approval Date: June 16, 2016
(PA*Pagel
& it
slymam COUNTY BUILDING DIVISION
REVIE'InD FO CE
.�XY)R�
I X
--S AM PERMIT MUST BE XXPT�ON J10B
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 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.
R. 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 LaboratoM Inc., Test Report
No. FTL-6479, specimens I thm 26, dated 03/28/11, signed and sealed by Martin D.
Brinson, P.E. (Submitted under NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculdtions and structural analysis, complying with FBC-51h
Edition (2014), dated 05/22115, 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
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.
70AME070-91-ITIM.
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 09101116.
Manuel re X
ProductContr Exa iner
NOA No. 6- 5.02
Expiration Date: September 01,2021
Approval Date: June 16,2016
E-1
GENERAL NOTES: SERIES 200 NON -IMPACT 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 (HVH2).
53-1/8-Til
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
52-1/8"1
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADF COUNTY APPROVED MASONRY
NO ANCHORS 4
REQUIRED IN
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONSWERE SOUTHERN PINE, ASTM C90 CONCRETE
VISIB
FLANGE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 9 6, SHEET 4 & 5.
FRAME HEAD
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE 5, SHEET 4. ALLWOOD BUCKS LESS THAN
A
I-lIi2'THIrK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-107HICK OR GREATER- 1X AND 2X BUCKS
WMAX FROM
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
CENTER OF
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
MEE
RAI
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
F
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.
W MAX FROM
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
CENTER OFT
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
MEETING
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
RAIL
i
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED 0 N STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B. POSITIVE D ESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME
9"
ANALYSIS AND GLASS PER ASTM E1300.
MAX.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
TYP. FLANGE F
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.
(TES -
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 NOA; ELCO CRETEFLEX NOA: ANSUAF&PA NDS 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).
r
STAN
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOWOR SIMILAR, MAYBE USED BY INSCRIBING THE 1:20'
SHAPE INA BLOCKAND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 &3. AS
g:AN
AL
WIDTH WIDTH -At,'
Nd
HEIGHT HEIGHT
'�5
OF
FQUALLrrE PROWEW10PIEL ARCIMPPROVIEWICRIEL RADIUSMP EQUAL UTE
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F
ALLATION DETAILS FOR FIN FRAMES
INSTALLATION
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTTANC�E
ANCHOR (SCRE
THROUGH THE I
EDGE
DISTANCE
1.465"
VISIBLE
LIGHT
HEIGHT
EXTERIOR
2.751-
BUCK I
HEIGHT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUSS;RATE
SEE TABLE 6. THIS HEET�
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
2.X WOOD. SEE NOTE 2, THIS SHEET
i - 1 EMBEDMENT
i
EDGE
DI E
C!
STANC-
EDGE�
DISTANCE
EDGE
TYP. ANCHOR TYPE. EMBEDMENT AND DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET
DO
X
EMBEDMENT S Et N O'TE 2:
k— THIS SHEET
2X WOOD.
SEE NOTE 2,
THIS SHEET
EMBEDMENT
— -j
114"MAXSHIM
-3
114"MAXSHIM
TYP,ANCHORTYPE.
9
EMBEDMENTAND
EDGE DISTANCE
4 TYP. ANCHOR TYPE,
PER SUBSTRATE,
EMBEDMENT AND EDGE
36 SEE TABLE 6, THIS
DISTANCE PER SUBSTRATE, INSTP
I
SHEET-
SEE TABLE 6. THIS SHEET.
INSTALLATION OF
111
36
OPTION E li4s—Td
1 1
61 30
STRAIGHTHEADER ANCHO
I
INSTALLATION ANCHOR THROU
29
(SCREM THROUGH THE FIN
M u
DADE API
VERTIC,
INSTALLATION 1/4' E
USE EITHER
OPTION 7 PROPERI
LATCH 1# 29) OR
INSTALLATION
BOTTOM LOCK
ANCHOR (SCREW)
1/4"MA)CSHIM
114"MAY-SHIM
32-35 (#11).TESTED
FIN
THROUGHTHEFIN
UNIT LOCATION!
I 6-5/8"FROM
64 VENT END.
#10 STEEL
SELF�DRILIJNG TABLE&
VISIBLE
7
SMS (G5)
LIGHT
111
HEIGHT
11 36
2-11Z
E)CrERIOR 2-1/2' x
2-il2" x
ALUMINUM/STEEL FRAMING OR STEEL #10 Ste
20
STUD. SEE SUBSTRATE PROPERTIES.
TABLE 6, THIS SHEET -
NOTES
114"MAXSHIM
1) USE ONLY SUBSTRATE MIMIMU
F
APPROPRIATE ANCHORS LISTED
1-YNN
ON TABLE 6 OF THIS SHEET.
FOLLOW EMBEDMENT AND EDGE
EDGE DISTANCE LIMITS. ANY
DISTANCE INSTALLATION OPTION SHOWN 58705
MAY BE USED ON ANY SIDE OF THE
EDGE WINDOW.
DISTANCE
2) 2X WOOD FRAMING OR BUCK,
I-la"THICKOR GREATER.
2X WOOD, SEE NOTE 2, THIS SHEET
RION
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM A. P.E.
VERTICAL SECTION D-D
BEADING TO BEADING. P.E.#58705
TARLE7-'
Anchor Quantities Required, Flange Frame
Maximurn
Wind=
Holgw
Snh HeW
(see Figure A, this sheer)
Mmimunn WIndow WKhh'
26-IW
33"
41'
Grow Al
Group BI
Group C
Group Al
Group a
Group C
Group A
Group B
Group C1
Group Al
Group Bj
Group C1
Group A
Group B
Group C
Group A
G1
o!
M
-61
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w
w
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w
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23'
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2
2
2
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2
2
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2
2 1
2
2
21
2
2
2 1
2
2
2
2 1
2 1
2 1
2 1
2
2
2
2
2
2
2
2
2
21
2
312
2
2
312
3
2
2
3
2
4
2i3
37'
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 1
2
2
2 1
2
2
3
3
2
2
2
3
3
3
2
2
2
2
2
2
2
2
2
212
2
2
3
2
3
2
2
213
2
312
2
21312
3
2
3
2
412
undor 15-71W
2
2
.2
2
2
2
3
2
2
2
2
2
3
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2
2
3
3
2
3 1
21
3
2
4
2 1
3
2
3
2
4
2
3
lr�7/81 thm 19-311613
2
2
2
2
2
2
2
2
2
2
2
2
3
2
*3
2
2
2
3
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
38
19-1W (Equal Ute)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
2
2
2
2
3
3
2
2
2
2
3
3
3
over 19-1/4"
2
2
2
2
2
2
2
3
2
2
2
2
2
31
2
3
2 .
2
2
2
[
3
2
3
2
3
2
4 1
2
3
2
3
2
4
2
under 19-9116-
2
2
2
2
2
2
3
2
3
2
2
2
4
2 1
3
2
3
2
4
4
2
3
2
7
2
4
2 1
4
2
3
2
4
2
4
IM16- thru 22-1127 3
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
3
2
31
2
3
2
_
4
_
3 1
-LI-�-
3
2
3 1
2
3
3
Z
45'
22.-911(r (Equal U19)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
over22-9116'
2
2
2
2
2
2
2
3
2
3
2
2
2
4
2
2
3
2
4
2
2
3
2
3
2
4
2
4
2
3
2
4
2
under 20.1fir
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
4
2
3
2
4
2
4
2
3
2
4
2
1 4
2D.Ifr thru Ir 3
2
2
2
2
2
2
3
2
2
2
2
2
3
3
2
3
2
2
2
4
3
_ 3
2
1 3
2
4
3
3
2
3
2
4
3
3
49'
2
2
2
2
2
2
2
3
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
I owr24-9f16'
2
2
2
2
2
2
2
2
3
2
3
2
3
4
2
31
2
3
2
4
1 2
4
2.
3
3
2
4
1 2
4
2
3
2
4
1 2
under2043116*
3
2
2
2
2
2
2
3
2
3
2
3
2
4
4
[2
2
4
2
3
2
4
2
4
2
3
2
2
4
2
4
2
3
2
4
2
i 4
N 6*3
2
2
2
212
212
2
3
2
2
2
2
2
3
3
2
3
2
3
2
4
3
T2
3
2
2
4
3
3
2
3
2
4
3
3
50.5v
(Eq=10)
2
2
2
2
2,
2
2
2
2
2
2
2
2
2
3
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
3
-
3
—
3
--I
3�3
3
3
-
owr 25-VT
2
3
2
2
2
2
2
2
2
3
2
- 3
- 2
3
2
2
4
2
4
i 2
3
2
4
2
4
4
2
3
3
2
4
2
4
1
3
2
4
2
underZOV15116*
3
3
3
3
3
3
3
3
4
3
3
3
3
3
4
4
3
T
31
3
3
4
3
4
3
3
3
3
3
4
3
4
3
3
3
5
3
4
34-15116- thm 30-1/213
2
2
2
2
2
1 2
3
2
1 3
I
2
2
1 2
1 3
2
3
T
3
2
1 4
3
3
2
2
3-
2
2
4
3
4
3
3
2
4
3
3
30-9/16" (Equal Lite)
2
2
2
2
2
2
2
—
1 2
2
2
2
1 3
3
3
3
2
2
1 3
3
3
3
3
2
1
2
2
3
3
3
3
3
3
3
3
3
owr30-9116*
2
3
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
a
3
2
3
3
3
4
2
4
2
3
3
4
2
under 25-3/4'
3
2
3
2
3
2
4
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
2
4
2
4
2
3
2
1 5
1 2
4
BY
25,Ve thm 31_10 3
31-9/16* (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
1 2
2
2
2
2
2
2
2
3
3
2
3
3
3
2
3
2
2
2
2
4
3
3
3
3
3
2
3
-
3
L
F2
2
2
2
4
3
3
3
3
3
3
3
3
3
2
3
4
3
3
3
4
3
ow 31-9/16.
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
t 2
3
2
4
2
3
' 2
3
3
3
4
2
4
2
3
3
4
2
un d"a r 28-W/4
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
2
1 3
2
4
2
4
2
3
2
4
2
4
29.3/41 thru 3&1/r 3
3
2_L3
2
3
2
3
2
3
3
2
3
2
3
2
3
2
2
3
2
2
3
2
3_
T
3
2
4
3
3
73,
30-9/16' (Equ.1 LR&)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
211
2
2
3
3
1 12_
2
1 2
1 21
3
1 3
3
3
2
2
3
3
3
ow 36-W16-
2
2
2
2
2
2
2
2
2
2
2
2
2
3
I 2
--T-
2
2
2
3
3
2
2
3
'1 2
1 21
3
1
3
3
3
under 31-X4"
3
2
3
2
3
2
3
2
3
2
3
2
3
1
2
3
2
3
2
3
M23
2
3
2
1 3
1 21
4
1 2
3
2
3
2
4
_21
�4
76'
31-sf'r thru W 3
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
21
3
2
3
3
1
21
2
3
2
3
2
3
3
3
39-1116' (Equal Lfte)
2
2
2
2
2
2
2
2
2
2
. 2
2
2
2
2
2
2
2
3
3
2
2
2
3
A
3
3
2
2
3
—_��FR�CM
S
Tip-tG-tip dimensions lbr flange vWndom shom. For buck dimensions. subtract 1".
2 OvwWl sash height. For clear daylight height, subtract 3-9116".
3 Size range includes the standard Pro -View (3-over-2 configuration) for the given Winduw Height.
"MF? refers to "Meeting Rail".
For overall sash %vidth. subtract 2-15/16" from the buck dimension.
WINDOW HEIGHT -SASH HEIGHT CANNOT EXCEED 5a.
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION
ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP.
2)fOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE 5. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
WI
R
TH
7
rn
PGT
Dwg. 9�
PG T Part#
Description
1
27035:�703�EW
Flange Frame Head
2
2751B
62751BW
Flange Frame Sill
3
2781
62781W
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
62706DW
Sash Bottom Rail
a
2707
62707CW
Sash Top Rail
9
2739
62739W
Fixed Meeting Rail
10
2709
62709CW
Sash Side Rail
11
2740B
742740AW
Sash Bottom Lock
12
2785
62785W
Sash Stop
13
134
66615
Addon Flange
20
1226
61226DW
jVinyl Bulb, Flex PVC 76'
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 Seat
25
2784
72784W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Take-out Clip
27
Vad per Size
Balance
28
2711
4280OW
ISash Cam, Nylon
29
1096
71096W
Sweep Latch, Anc
30
1016
7858WW
IN X.625 Ph. Fl. SMS Latch Screws
31
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
Quanex Duraseal
j5—
Cardinal XL Edge Spacer
36
Sash Bottom Lock Spring
37
Screen Cloth, Fiberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
1625
61825B
Glass Bead (1/8" Glass)
41
2719
6271 9B
Glass Bead (3116" Glass)
42
1263
61263B
Glass Bead (1/4" Glass)
43
1253
6VT48B
Plass Bead (I.G.)
50
781 POA
#8 X in QUAD Pn SMS
51
781 PSTX
#8 X 1 a Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
781LHPOA
#8-15 x I LH Twintst Screw Zinc
53
1186
761LHPDX
#8-15 x i LH Twinftst Screw Zinc (S.S.)
54
78XIPFTFUA
#8 X V Ph FI ulcut SMS
55
78XIFPAX
#8 X 1 " Ph F1 - Stainless Steel
60
Annealed or Tempered Glass
61
3116" Annealed or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
1/8"- 1/40 Air - 1/8" An. or Temp. I.G.
64
1/811- 3/16" Air - 3/16" An. or Temp. I.G.
2.000'
.062' .500"
174� -29.
.01 532" — .0621 A
FLANGE FRAME HEAD
6063-T6 ALUMINUM
2.056"
1 050'
-07
n
1
3.225'
1 .975, 1.050"--�
.05G,
2.056'
INTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
.062"
—1
1.582"
.062' —W
1 .010,
010.
GFIXED MEETING RAIL
) 6063-T6 ALUMINUM
.05D,
C2
2.000" T077
.062* ,
.050" -r
j .926-
SASH SID
6063-T6 A
-�Y
'40
P.r
A- LYAN-M
REJ 58705
SCANNED
BY
St. Lucie County
MIAMI.
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOA" AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CGI Windows and Doors, Inc.
10100 NW 25th Street
Miami, FL 33172
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T(786)315-2590 F(786)315-2599
�W.Mlamidflde.y_ov/econamy
FILE CO
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 RFR -
Product Control Section to be used in Marni 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 Miarni-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 VelqSj�y Hurricane Zone.
APPROVAL DOCUMENT: Drawing No. W05-04, titled Series "360" Alum Single Hung Wdw. (L.M.1.),
sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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: Large MisAe Impact Resistant.
LA13ELING: Each unit shall bear a permanent label with the manufacturees 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 Count3% 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 I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation -was reviewed Py Manuel Perez, P.E.
NOANo. 15-0512.07
MLAMI-DADE COUNTY Expiration Date: May 05,2020
MD. =6 ApprovalDate: September 03,2015
fem, Page I
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBWTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-0215-02)
2. Drawing No. W05-04 titled Series "360" Alum Single I -lung Wdw. (L.M.I.)", sheets 1,
1A, 2,2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dat�d
05/05/15, prepared by Al-Farooq Corporation, signed and scaled 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 SpacerV
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03115, 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
SpacerOD 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 23 8 aluminum
fixed window, to qualify DuPont "Butacite" PVB interlayer, Durascal@ 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.
7Au m L�-i i �
Minue� Pere , P.E.
Product Contfol Exyminer
NOA Nb-�4"512.07
Expiration Date: May 05, 2020
ApprovaiDate: September 03,2015
E - I
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FB ' C 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 04103/08 to 07/22/08, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted wider NOA No. 08-1208.06)
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.S-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-0080-0313-04, 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 Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.F.
(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)
M Manuel Pere
ontrol Ex
Product Control Ex min
CtC No. 15.0
-0 .7
NOA No. 15 .07
Expiration Date: MayO5,2020
ApprovalDate: September 03,2015
E-2
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
"SentryGIas@) (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Sallex CP — Sallex 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 B? Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no
financial interest, dated July 16, 2014, issued by At-Farooq Corporation, signed and
scaled by Javad Abroad, P.E.
(Submitted underprevious NOA No. J4-0822.11)
2. Laboratory compliance letters for Test Report No. HTI,0080-040Z-08, specimens 1,
2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and
seated by Vinu J. Abraham, P.E.
(SuhmittedunderNOA No. 08-1208.06)
3. Laboratory compjiance letters for Test Report No. HT1,0080-0323-04, specimens 1,
2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02104, signed
and scaled by Vinu J. Abraham, P.E.
(Submitted under NOA No. 05-0215.02)
4. Test Proposal for the qualification of Butacite@ P-VB 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.
a
mmeiPerK,P.
Product ControlE mi r
NOA No. 15-0512.07
Expiration Date: May 05,2020
Approva]Date: September 03,2015
E-3
101
I L
1 7
—HV
F
7F
.4—
.9
ot! .9
-8 5.
log Nil
fl oil
- dM PH 11
4
`RAhIE AND VENT DUALS FOR OWS � J. � 4 AND
SEE SHMS A & 4A " W�M
C"OtOkIL TOP ML S� LOCK NOT AVAWI-E MH THESE
in M 1,,.� �
(Rotor to sheets
5. 6 & 7 for
s,—, W.'ah.U.n)
Standard 12 Pef Sill O,li.rctl 15 PSF Water Bar Ad.,I.,
ta. 0
0
h 0.
e
g .
W05-04
m 4.0
R
01
0
Bill of Materials
ITEM PM I QUANTITY DESCRIMON W78MAL MANY./SUPPUER RZMARKS
1 M32OING _AS REDD. WOOL FILE MTH CENTER SOFT FIN CGRNO PII.E UILIRAFAS/SCIALOGEL
2 CGJ-61� AS REDD PIASTC BUMPER WIDE PVC PROTOTYPE PIUNSVC EXTRUSIONS MNTTNUOUS AT INTERLOCK 102
0
3 0145-4 2 MED' ROLE COWR NYOON BIJIUDERS P�Dc COMPANY
4 N/A AS REQD. GIAZING zusi VARIES
RIA I COMPUETE SCREEN mg/um
6 CGII 1 CR 2 COMBINATION EGRESS LOCK AND UFT/PUU. ZINC CUSTOM CASTRO 1 0 MINS. ZB' WDE & SM&LER
& 616C A�� W/(2) #8 X S/a- FRI sus 2 0 MMS. O� W' WDE
I �0700 1 08 2 O"OKI SMDEP LOCK & KEEPER (,.pl.c. ZINC 1 0 2V MIDE & SMal-ER
TRUTH �RDWME OR EQUIV.
C3070SR tu,. 6) ATVQHED W/(4) #6 X 5/8' PH SINS 2 0 MYMS. � 20" MOE
8 1 OR 2 ZINC TRUTH HAROMkRE OF EQUIV. 1 0 MINS. 2e WDE & S�
9 V-4-1514C 2 TE DOM4 BLOCK - ZINC CUSTOM CASTING -2 0 MIMS. MR 2W WIDE _ __
10 vmlm 2 �ES (B&T OR SPIRAL) vmIZS VARIES Sm mi.NNcEs cm BE USED
11 CGII 2 �NCE PVC PROTCT)IPE PtASVC E)(TRUSIONS WCATED AT TOP HXF OF WZI �13 V..
12 CGI-SISP 2 VENT STOP PVC PROTOTYPE PIASHC EXTftUSIONS LOCATED AT TOP OF �MBS
22119
14 CGI-513P 2 FIXED VENT SAIM m PROICTIPE P�O EXTRUSIONS UOC&WD AT TOP OF FI VENT
1 5— N"LON IQ.G
- jG
5 tOt-619P 2 TOP WIDE AT OPEFLABUE VENT
C
CO-15M 2 BOTIOM GUIDE/CUP AT OPETUkI3X VENT NI(LON CUSTOM C�NG
16 illil-
17 2 WIER ZINC CUSTOM �NG OPTION& - BMANCE ATTACHES TO IT U,
15 N/A 16 VENT ASSEMBLY SCREINS S/S vmm JJ0 X 1 1/4- PR SMS (2 PER
19 N/A 12 FIRMIE ASSEM92Y Smm S/S ME- 110 X I Ile . SMS (2 FIA 0.!4EE)
20 CGI-mv PVC PROTOTYPE PI,kSRC EKTRUSWNS Fl�
21 VARIES SIUCONE SILICONE 3 SIUMNES GE-12W. GE-WM. & 995
22 CGI-632 1 OR 2 COMBINATION EGRESS MB OCK UFT/FUU- ZINC CUSTOM CkSTING i : mn. m- MDE Sm&I-cR
ATTACHED N/(2) #8 X 5/8- PH SINS (FOR USE MTH WATERW) 2 WIM � 28' MDE d.0,
21 ------ :— W05-04
Ch —�d.flo
W2--]
WNT S'APM FOR GLM TYPFS I & 2
r 2 :'Z WW SHAP� FOR G�R �P
LT r
L—L7
-�30 dJ
629;0,1,� 6�
..low
1 �512 0
0 2015
1/8- m.� Gkos , 1/� HE
Is ..' .-. -!
I , ly 'KI �7
Ioy .��
__ ::_
.I.
R,
rEr o_
MA. "Is
GE-12W
GE-1200
GE-2000 6
GE- 7.uo
"W-995
DOW-995
M 114 P�u On ul,,t
GIU� ype . 2-
N.iV.1 Gloo,
EQUAL MES ImVIOVm
EQUAL =S WINDOWS
EVUR .. �.IsII
rUD �urusw - ror
I ..Dow
DORE. I...
ME 'p.
ME el
esso.
I... I.m
ME .,,
.
ME
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I'V4-)
+(.)
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21
u)U
IVU
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1.
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111.11
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Supplemental feet Results for;
4, lrffltrti.� - Weber Ls.ke,i, - F.V,od at,
Test Typo ond M.tlUd
ReE.1te
X, h1w.U. T='=
IM I, , ,,
P� ( o" C.F. SI a
13.2� 11 1- .11-1.
I�M C oI. EII q
W.W U.1,.. T.1 (JISTM -=I.)
N
mu,.
0
.1th .�VIVII
PMED . 15.0 PS,
N-d ou,
?jIEEED
W. 1`588 E Gnul. 'II;ce
�QVAL �S IMIDOWIS
Uu�. w" WsOW - .1
.IV
Es
ME -1-
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ME -e
oV'+)
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Vol.
21o.
1.
Is"
21.
2"
25-*�
TOO.0
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2104
2'"
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21.
1.
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21.
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1.
1.
AR W.t,. h... .'� DeIil,i PSF (P.�Vd. In, S,sV, F.ct)
MUES FOR EXTEAVOR L(uV)S(+) SHOWN ME
FOR Slu- 1IOTIH WAMuIV? XWVITER
FOR WINC� E11110111' WAMIBIR �TER
Afit WEROR(+) � TO 80o PSF
Vith
2D15 1� W05-04 I
19
- - -
- - -
77
2
S 2 u
0
E
b
mm
---------------------
8 § 8 6 §
8 � � 0 § �
§ -
— —-
i � E § §
6 b
0 § 0 § 8 8
8
---------------
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S "s
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height
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ep
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fINDOWS & DOORS ]II ..�.
NA 25TH FRW
FL 33172
1/8' Arn. Glass
2
i�� /a- - Glass
ad
GE-2000
DOW-995
@At l/. s'.. an
.w, 1. ..
Class Type "I"
5/16" Nomnal Gloss
MET.)
orward, ..W - Is,
Ru'llow
D
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z
Tam
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I
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1. 1
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1.
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34'
0.
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s
1.
1.
led .
22:2
[
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ad
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A,
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had
Itar.
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role
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sol
711
matual
1200
mo,
T.-.
24'
.
red
.
.
1.
Wara
NAL)
a.
he
..a
lead
u.
Naha
d.
0.)
MI walues shown am Doni, PSF (Pounds per
1/8' HS Glosw
-wo. h.,
.as, t-man
ssw� aw . on ton,
, Onlawn w.. s.
.I..- ".a,,
.'1. .1 ..A a, .., I-
, Ead-a Cwwa,al a,
.1 /8, HIS Clars
A, h", I.. an Ille,
"`�2 ..
Gloss Type t
5/16" Mammal Class
HS/Ps
D'a
VIND.,
less
hadan
1111
210a
10,0
=a
211,or
A_
load
1.
1..
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we
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1
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121.13
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.nd on As. sl3od-so (s se,
.,dr, Susawson
Supplemental Test Results for -
Air Infilhotion - Water Leakage Reeistorce - Forced Ent,,
Test Type and Method
Results
A, walmi- at
0 1.57 of oressure 64firentisr
PASSED .044 C.F. usa $9 Er
0 &24 psf Mswm d.flarantrol
AMSED .075 C.F. Win sa� A
leader tannage Test (ASTM-E331)
No leakage allowed
wh,.nI vratelar
PAsSED 0 12D Ps'
weledler d.ptr
PASSED 0 1. Es,
Fwmd Ert, Resl,tv.. task
a.
(AD. rtastl . Grace 10)
�Mr. WD
VALUES FOR EXTERIOR LOADS(+) SHOWN ME
FOR STI-1- VM WATERHAR MOVER
MR VANDOWS WITROU" W�TERRAR ADAPTER
LWO E)PrERIOR(�) LOADS TO 80.0 PSF
r
�s Use tarn be
E M
or . .11
1. Top 11.
W05-04
�ij \1
qg�
5"1
height
120' M�.
-9
11,11A
892%
�N!h A
FVS
U
he
qv�
A
* 1 1.6
I A ws
If
CGI WINDOWS & DOD
10100 N.W ' 251H S7EU
MIAMI. � 33172
� 1.51 .`.%. .. 0,
I
9 Nkm!
ul fl
—186
=5�87�
MMF.FLORI�ee�
E,31oll.�I,o.n TyPU
_,.77 em. Q
Buck bed in
cal —I (,P)
Doi
,a.
Sealant
do Or ("a)
2 31e
x 4 Bxweled PJ-
tine JOT ,,.d Buck (typ.)
1 1/4' .
Optonol PfeCast Slit
IMPOMANT NOTE,
Wood BKCRS must sustain
(.ad. imposed by gl.�ing
,.tam rd transfer
them to the building
structure.
TYPICAT ANCHOWS: WE . nd� dowlead
1/4' DIK UORAMN BY 'ELCOV Tx-l� KV "S's Ins)
IA, DIA, HATI MK-10M n cn�'. Ka. rl-'. ess
INTO M KONO RUCKS OR MOD STRUMMES
1-1/2� WK PENEfFATION IWO WOOD
WRLP 1W SU= INTO MNC- OR KNOONW
J-1/1' WK ENDED INOD WNQ OR WISONW
'Inmy Im CONMEVE OR MED ams
1_3/4- MN. MEM IWO C,,,,Eg, OR IWBD BLOCK
Ile Q1 �' OR MF DRUING SCREME (mose - cal
W, xMI-WE Coum APPROVED WALUORE; (Ulm. WK. - 1/8")
INTO, muld. STRUCTURES
�: 12 M WK (Fy MI WX)
&WINUBI ; 1/8' M WN, (5�15 MIN.)
IN MMT� W, I,BMINUM TO BE MTED OR PAWED)
BNOE RWMCE
IWO CONCRE'll: MO MMEONW . 2-1/2' WN.
W, Woo ETRUCTURE - I' MIN.
M Ua& Eris)=RE - 3/4' WN.
wened AT KZMD. SK- OR "n Ed - OM WK
CONAMIRETE Al HOW. MIL OR 404K re - EadO M WIN
O-dD � SLOCK AT JNWS Van - 2DOO M WN-
Values for IndmIlOtiOm Type 'A" apply to the following initollotion types. with
maximum shim space 1/4-:
I- Using 1 by P.T. wood bucks. W.O. 3/4- thick.
optional
2- Directly into masonry. without the use of wood bucks.
N.O-bemla,!
Wood Su.0
(dotted)
3- 0 s tee] or aluminum structure
MD!Irectjl�aintbo
a P thick and using 014 Tales or Sell drilling screens.
leads imposed
Stnuchao must be doxi,ned by the,. to d.ul.in the
by the window.
[Ioslo.�11.ot oo Type "B"
Wood
Bulk bed in
Cie. flat Head
.a/K.ik-U.
,but)
9- M!, Wood Eraload
0
A
Optional Pre -Cost Sill
2 3/4-
2 x 4 Beveled P.T.
Wood Buck (typ.)
V
Option.
N.a-lowiled
,.ad Bacc
(dic".)
tn S' "O"On T!pe ' C"
b., d m —oil pan .,.an on
F
ol,
c�i.
us 4:=
Buck bed
cad.at (1,P)
j
Scala at
#in
1
1* D, to Head
(typ)
s 0,
4. tyl� ... n/,vv;k_C.n
,l:�
Absicas
0
x 1 2 x 4 Pj. Wood Buck (typ)
sea to t.11.1i.a
tA�
Types & B,
1., 1 x 4 J, 2 x 4
P.T. Wood Suck Styles
IMPORTANT NOTE,
Wood Suckes Must Sustain,
leads imposed by glazing
system and transfer
the, to the building
sto,t.m.
mulan",us"r4a
1/2' M.n.
Is 0317.
Total Wood
p .. Lr.U..
FR
IN
R V �!.
I i U.-
v
. . . . . . .
, a
. L .
I I I
#
Im
z
-
U
2 U�.
2
u -
A�FAROOQ CORPORA"C
to �20"
IIL
-ij Til
V
2
IN I
..... ...... --j 0
ir TP
R z li� E 5a
OAT
0
0
a -Eli
'R� V i
19 w 0
120. 120'
I I I Ri I I
SERIM '36W A (LM.I.), AL-FAROOQ CORPGRATH�N a
0
lolm N.W.
MK 1. � 3
��M(.) . � C.I.L
M
LM
'L
4
LM �U'o WM
'WS D"�S
fie
IS
�lql�IUU�
IMO N.W. �� MEU
RMI. � 33172
. M) .. M (.
AL�AR�Q CORPORATIC
SIM
M
.. I i G ' i I--- I 1 01
SNOO�:a*'EONIGI
Oa
ON 3�
wu�
AN.— ........
-N-5
;1,00121-10 1.1; i1glij; -. ip 31. -.R -�P I
-i - q
to
g gi- ily 9 2
MEMM12 & MMTM�
IL 'in in 2 L—J ��j
z e 2k N 52 �Gji R -7 pE
U,ggmm i
.=V--ve
q. qp
loll
I-L
14
In
2 2 9 9 3 9 21-.IR - gin g
- - - - - - - - - -
go z
2 9 21. o. 5 n nPil; a i -glq
.0-
F
to g g
P