HomeMy WebLinkAboutNOASCANNED
BY
MIMIA MADE St. Lucie County
M MiAMFDADE 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) "w.mi2midade.2ov/economv
Drive
North
Technology Drive PY
North Venice, FL r
SCOPE:
This NOA is being issued under the applicable Hiles and rey
nsLE C 0
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. MD-SH2O0-01, titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, PE., 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.
AlISSII.E 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 the job site at the request of the Building Official.
This NOA revises and renews NOAN 15-0528.22 and consists of this page I and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0505.02
rtwr MADE COUNTY Expiration Date: September 01, 2021
Approval Date: June 16, 2016
ro* 7 Pa el
(aI LUCIE, O1;4;;Zq D7YG DIVISION g
REVIEWED FOR COP LIANCE
REVI , WCD Y
DATE -
PLANS AND PERMIT MUST BE HIPP ON JOB
OR NO INSPECTION WELL 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-SH2O0-01, titled "Single Hung Wmdow Installation" sheets 1
through 8 of 8, dated 05111/11, with revision C dated 04/22116, 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. F11-6479, 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-5t°
Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted under previous 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.
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.
Mandel ez,P.E.
Product Cant'Exa iner
NOA No. 5.02
Expiration Date: September 01, 2021
Approval Date: June 16, 2016
E-1
GENERAL NOTES: SERIES 200 N_. ='JMPACT 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).
—�� 53.1/8°' TII
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 & 5.
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 IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1AX 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 SEALING/FLASHING
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 NOA; ELCO CRETEFLEX NOA: 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.
NO ANCHORS
REQUIRED IN
FLANGE
FRAME HEAD
8' MAX. FROM
�-
CENTER OF
MEETING
RAIL
8' MAX FROM
CENTER OF
MEETING
RAIL
F+ WIDTH WIDTH
I
HEIGHT / / HEIGHT
EOUAL PROVIEWIORIEL ARCHTOPPROVIEWIORIEL MMUSTOP EQUALM:
9" J
MAX.
52-1/8"1
4
f VISIB
TYR FLANGE F
TES-
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TABLE 4:
Maximum
Window
Height'
sash Heighlz
see Figure A, this sheet)
Design Pressure (lbs/@) for Glass Type 8 -J, Fin & Flange Frame
Maximum Window Width'
19.1/8"
28-1/2"
33"
3T'
41"
45"
49"
23"
119l16' (Equal Lite)
+55.0
-90.0
+55.0
.00.0
+55.0
40.0
+55.0
90.0
+55.0
-90.0
+55.0
-90.0
+55.0
.00.I
under 189/16"
+55.0
-90.0
+55.0
.90.0
+65.0
90.0
+55.0
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
+65.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-81.
over 189116"
+55.0
90.0
+55.0
90.0
+55.0
90.0 '
+55.0
90.0
+55.0
90.0
+55.0
-84.3
+55.0
78.1
under 15.7/8"
+55.0
90.0
+65.0
90.0
+55.0
-90.0
+55.0
90.0
+55.0
-88.5
+55.0
91.8
+55.0
75.1
15-718" thin 19_/16" 3
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
-87.9
+55.0
78.1
38-318"
19-1/4" (Equal Ute)
+55.0
90.0
+55.0
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
+56.0
.88.5
+55.0
.81.8
+55.0
75.1
under 199116"
+55.0
90.0
+55.0
90.0
+55.0 i
90.0
+65.0
-86.5
+55.0
-80.2
+55.0
73.2
+55.0
-66.:
199/16" thru 22-1/2" 3
+55.0
90.0
+55.0
90.0
+55.0
90.0
+65.0
90.0
+55.01
-89.1
+55.0
-78.5
+55.0
--[Dal
45"
229/16" (Equal Lite)
+55A
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
over22911T
+55.0
90.0
+55.0
90.0
+55.0
900
+55.0
-196.5
+55.0
-80.2
+55.0
-73.2
+55.01
-66.:
under20-1/8"
+55.0
90.0
+55.0
90.0
+55.0
.86.0
+55.0
91.8
+55.0
75.7
+55.0
-69.2
+55.0
-62.1
20-1/8" thru 244 3
+55.0
-90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
94.8
+55.0
-74.2
+65.0
-65.1
49"
2449/16" (Equal Ute)
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
90.0
+55.0
94.8
+55.0
-74.2
+55.0
-05.1
over 249116"
+55.0
90.0
+55.0
90.0
+55.0
-86.0
+55.0
-81.8
+55.0
75.7
+55.0
.69.2
+55.0
-62.1
under 2043/11i
+55.0
90.0
+55.0
90.0
+55.0
-83.5
+55.0
79.1
+56.0
74.0
+55.0
-67.3
+55.0
-81.1
2043116' thru 255/16" 3
+55.0
90.0
+55.0
90.0
+5&0
1 90.0
+65.0
-90.0
+55.0
-83.2
+55.0
72.7
+55.0
-641
505/8
253/8" (Equal Lice)
+55.0
90.0
+55.0
90.0
+56.0
90.0
+55.0
9D.0
+55.0
93.2
+55.0
72.7
1 +55.0
94
over 25$r8"
+55.0
90.0
+55.0
90.0
+55.0
-83.5
+55.0
-79.1
+55.0
-74.0
+55.0
97.3
+55.0
-61.1
under 24-15116"
+55.0
.87.9
+56.0
-75.6
+55.0
-65.7
+55.0
.62.3
+55.0
-600
+55.0
58.5
+53.2
53.:
344&16" thru 30-1/2" 3
+55.0
.87.9
+55.0
-75.8
+65.0
-74A
+55.0
-74.1
+55.0
-711
+55.0
.65.5
+55.0
57.!
81"
309119' (Equal Ute)
+55.0
.87.9
+55.0
-75.8
+55.0
-74A
+55.0
-74.1
+55.0
-74.1
+55.0
-65.5
+55.0
VA
over 309116'
+55.0
-87.9
+65.0
.75.8
+55.0
-74.1
+55.0
-74.1
+55.0
74.0
+55.0
-65.5
+65.0
57A
under253/4"
+55.0
.83.9
+55.0
71.7
+55.0
-62.0
+55.0
59.9
+55.0
57.8
+54.5
54.5
+51.3
51
253d4" thru 31-1/2" 3
+55.0
-83.9
+55.0
71.7
+55.0
-69A
+55.0
-69.4
+55.0
-69.4
+55.0
-64.5
+55.0
-W
0,
319/16" (Equal Lite)
+55.0
93.9
+55.0
-71.7
+55.0
.89.4
+55.0
59.4
+55.0
58.4
+55.0
54.5
+55.0
56.!
over 319/16"
+55.0
93.9
+55.0
71.7
+55.0
! -69.4
+55.0
59.4
+55.0
.69.4
+55.0
-64.5
+55.0
561
under293/4"
+55.0
-69.3
+55.0
56.3
+52.1
521
+61.5
-61.5
+51.5
51.5
+51.5
51.5
+50.0
-W.(
29-W thru 384/2" 3
+55.0
-68.3
+55.0
56.3
+52.1
52.1
+51.5
51.5
+51.5
51.5
+51.5
51.5
+51.5
51.1
73
369116" (Equal Lite)
+55.0
-68.3
+55.0
56.3
+52.1
521
+51.5
51.5
+51.5
51.5
+51.5
51.5
+51.5
51 1
over369/16"
+55.0
-68.3
+55.0
56.3
+52.1
521
+51.5
.61.5
+51.6
51.5
+51.5
51.5
+51.5
511
under313/0
+55.0
525
+50.8
50.8
+46.3
-46.3
+45.2
-45.2
+45.0
-45.0
+45.0
-45.0
+45.0
46A
78"
313/4" thin 39" 3
+55.0
-625
+60.8
50.8
+46.31
46.3
+45.2
-45.2
+45.0
-45.0
1+45.01
45.0
+45.0
-451
39-1116" (Equal Ute)
+55.0
-62.5
+50.8
50.8
746.31
46.3
+45.2
.45.2
+45.01
45.0
1+45.01
45.0
+45,0
45.(
1 Tip -to -tip dimensions for flange Windows shown. For fin windows or luck dimensions, subttact 1".
2Uerall sash height. For clear daylight height, subtract 39/16".
3 Size range includes the standard Pro -View (3-over-2 configuration) for the given Window Height.
For overall sash Width, subtract 2-16/16" from the buck dimension.
WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53".
INSTALLATION DETAILS F(-. FIN FRAMES
INSTALLATION
1111. SEE NOTE 2, THIS SHEET
EMBEDMENT
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTANCE
ANCHOR(SCREW)
r ( U
THROUGH THE FIN
EDGE
DISTANCE
i
EDGE
DISTANCE r
EDGE `
DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET
2X WOOD,
EMBEDMENT SEE NOTE 2,
THIS SHEET
2X WOOD,
SEE NOTE 2,
THIS SHEET
1 EMBEDMENT
T T
1/4"MAXSHIM� 1/4"MAX SHIM
6 TYP, ANCHOR TYPE,
EMBEDMENTAND j Tl'P, ANCHOR TYPE.
EDGE DISTANCE Ij 4
PER SUBSTRATE, Ij EMBEDMENT AND EDGE
SEE TABLE 6, THIS Ij DISTANCE PER SUBSTRATE, INSTP
SHEET. SEE TABLE 6, THIS SHEET.
INSTALLATION OR
vslsLE 36 OPTION E OR
HE GHT II 61 30 STRAIGHT HEADER ANCHC
II INSTALLATION ANCHOR THROU
It 29 (SCREW) THROUGH THE FIN
I
4
MU
1
DADE API
EXTERIOR INSTALLATION vE 11 IC`
2.751' a USE EITHER OPTION 7 PROPERI
BUCK LATCH (#29) OR INSTALLATION -
HEIGHT BOTTOM LOCK ANCHOR (SCREW) 1/4' MAX SHIM
32-35 (#11). TESTED THROUGH THE FIN
37 I UNIT LOCATION:
LBLE
6SI8"FROM
VENT ENO. #10 STEEL
64SELF-DRILLINGTABLE6:
VIII 7 SMS (I I
LIGHT �I
HEIGHT ili I 36
Ij I 2-1/2'
I.I I it 2-1/2" x
I I EXTERIOR
r 2-1/2" >
43 �7
2254' 31 20 ALUMINUMISTEEL FRAMING OR STEEL #10 Ste
STUD. SEE SUBSTRATE PROPERTIES,
5 TABLE 6, THIS SHEET-
NOTES
MAX SHIM
NOTES
1) USE ONLY SUBSTRATE I I i I MIMIMU
APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. �� t., i( I yNhl
TYP. ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE ,_����`..-'i �GENSg'•.�;�i
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY
DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN +
SEE TABLE 6, THIS SHEET. MAYBE USED ON ANY SIDE OFTHE Nu, 5ji�05
EDGE WINDOW. f
DISTANCE I
INSTALLATION 2) 2X WOOD FRAMING OR BUCK, Z J e
' d 1-t12'7HICK OR GREATER.
OPTION 6 EMBEDMENT � �� •,- � _.'•-
INSTALLATION ANCHOR •^ i_ fRlO•''."•,!•,`,
(NAIL) THROUGH THE FIN WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT .rti ;i'` .f. • •. •.
vyi-1,
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM A, LYNt✓ Id'ICLER, P.E.
VERTICAL SECTION D-D BEADING TO BEADING. P.E.058705
TABLE 7:
Anchor Quantifies Required, Flange Frame
Maxhnran
Window
Height'
Sash Helght2
(see Figure A, this sheet)
Maximum Window Widlhl
19-1/8'
2612•
33"
37•
41'
Group A
Group B
Group
Group A
Group B
Group C
Grorrp A
Grougr B
Group
Group A
Group B
Group
Group A
Group a
UPC
Croup AlGr
z
g
m
0
12
2:
m
�
WE
m
rc¢
1
f
a
'¢
rc
2
We
WE
m
rc
I
We
is
is
i
ro
W
m
W
rc¢
m
m
a:¢
rc
rc
m
rc
m
rc
m
m
m
gy
§m
23•
11.9fW (Equal Lite)
2
21
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2.
2
2
2
2
2
2
2
2
2
2
2
under 18-9/16'
2
212
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
312
3
2
4
2
3
37°
18s/16• (Equal Ute)
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
3
oter 18A/18°
2
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
under 15-7W
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
1S.718• Buu 19.3r16' 3
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
�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
over 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
uetder 19-0/18•
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
19-9/16° thru 22-11213
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
9
2
3
2
4
3
3
2
3
2
3
3
3
�•
2243/19• (Equal Lite)
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
3
2
2
3
3
3
over22-9116°
2
2
2
2
2
2
2
3
2
31
2
2
2
4
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
under 20-1W
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
21
1 3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
2
4
2e-1/8" thm 24-12• a
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
4
3
3
2
9
2
4
3
3
2
3
2
4
3
3
49'
24-9116' (Equal Lite)
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
ouer2"f16'
2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4I
2.
3
2
4
2
4
2
3
2
41
2
under20-13119'
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
21
4
20-13116'thro 25-WI6.3
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
505/8"
25318' (Equal Ute)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
i 2
2
3
3
3
3
2
2
3
3
3
3
3
3
3
3
3
over 25-Vir
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
under 24-15116'
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
34-15/fe° thru 30.1/2° 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
1 3
81°
3069/16• (Equal Lite)
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
over30.N16°
2
3
2
2
r 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
under253/4'
3
2
3
2
3
2
4
2)
3
2
3
2
4
2
i 3
2
3
2
4
2
4
2
3
2
4
2
4
2'
3
2
5
2
4
253l4• tluu 31.12''
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
63'
31�9I16' (Equal Lite)
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
ousr 31-9116,
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
3
4
2
4
2
3
3
4
2
odor 293r4'
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
4
293/4" thru 36.1/2.3
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
3
3
73•
36-9/16' (Equal Lite)
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
1 2
2
3
3
3
over 36- 26"
2
2
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
under 313/4•
3
2EM
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
78°
313/4• thm 39°'
9
23
2
3
2
3
2
3
2
3
2
1 3
2
3
2
3
2
1 3
2
3
2
3
2
3
2
3
3
3
394/18' (Equal Lite)
2
22
2
2
2
2
2
2
2
2
21
2
1 2
1 3
I 3
1 2
1 2
2
2
3
3
3
3
2
2
3
3
3
1 Tip-to-tlp dimensions for flange windows show. For buck dimensions, subtract 1°.
2 Oterall sash height. For clear daylight height, subtract 39116".
3 Size range includes the standard Pre -View (3-Doer-2 configuration) for the given Window Heigh. @ gSFRROOM
"MR° refers to "Meeting Rall".
For overall sash width, subtract 2-15116' from the buck dimension.
WINDOW HEIGHT -SASH HEIGHT CANNOT EXCEED 53°. WI
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION 1
ON SHEET 1. DIMENSIONS SHOWN ARETIP TO -TIP. !
2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R
TH
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH T
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
Item
#
PGT
Dwg. #
PGTPart #
Description
1
2703E
62703EW
Flange 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 ISash
Bottom Rail
8
2707
62707CW ISesh
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
Vinyl Bulb, Flex PVC 70
21
1662C
71662OW
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
42800W
Sash Cam, Nylon
29
1098
71096W
Sweep Latch, Zinc
30
1016
7858WW
1#8 X.625 Ph. Fl. SMS Latch Screws
31
1 1267
71267N
ISetting Block 118" x 1/2" x 10, EPDM
32
See
Sheet
7 for
Materials
Kommeding 4SG
TPS Spacer System
33
Quanex Super Spacer Off 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 (1/4• Glass)
43
1253
6VT48B
Glass Bead (I.G.)
50
781 PQA
#8 X 1" QUAD Pn SMS
51
781 PSTX
#8 X 1" Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
781LHPOA
#8-15 x 1 LH Twinfast Screw Zinc
53
1186
781LHPDX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78X1 PFTFUA
#8 X 1" Ph FI u/cut SMS
55
78XIFPAX
#8 XV Ph F1-Stainless Steel
60
1/8" Annealed or Tempered Glass
-61
3116" Annealed or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
1/8"-1/4" Air -118" An. or Temp. I.G.
64
1/8"- 3/16" Air - 3/16" An. or Temp. I.G.
F.--- z.000•
.0627 .500"
869"
.062• .062"
FLANGE FRAME HEAD
6063-T6 ALUMINUM
2.056•
050" �—
n
3.225"
.975" I .050"- {
1.1zs
.oso•
2.056'
OINTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
.062"
j
1.582"
062•
4 1.010"
OFIXED MEETING RAIL
6063-T6 ALUMINUM
.050•
.500• —
F �—
C
1.125"
2.000"
.975'
.062" ,
.050"—f
—0-i .926•
OSASH SIC
10 6063-T6 A
TV
'• ti(nciv�.•' r.
' A. LVfJWMLLIN, RE
SCANNED
BY
St. Lucie County
MI®DARE ����
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Industries, Inc.
DADE COUNTY
C 0 WCrNTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
1070 Technology Drive
North Venice, FL 34275
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, 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, 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.
LABELING: Each unit shall bear a permanent label with the manufacturers 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 and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.16-0218.03
MIAMI•DADE COUNTY Expiration Date: May 26, 2021
Approval Date: April 14 2016
Page I
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
.through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted underNOel No. 10-0819.OS)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5'1' Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
4v'' p
Manue26-10218.03
P.E.
Product Cont aminer
NOA N
Expiration Date: May 26, 2021
Approval Date: April 14 2016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel
Product Contr I E amiaer
NOA No.-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
DETAILA:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
E=E T.
OfflarwL
UP NAYOS
INSTALLEDBY
TINSMEIFOD
4
EXTE OR 4 .4.
FRONT VIEW
MULLION
SEE
SHEETS
21-22FORHOLE
LOCATIONS
34�
.I.
2WNM(Fm
ALL MULLIONS
DETAIL B;
MULLION ATTACHED TO IX
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
EXTERIOR
4
THE OFFSET UP M
RECO&OAMEDFOR
FIN-FRAJAIDD
'NSOWS'eurmy
aso SEUSEOPOR
OTHER FRAME TYPO.
FWhIk5ONRY
SIDE VIEW
EB E
OFFSEM
VPMNCWYDE
INSTALLED By �T�00
.
P
—1 1 RIM
TV MCHOR PERSUOSTFAT5,
SEE
EETABLJESI&16B
EDGEJENO 3TR' SOITNNOS AND
LES
SEETAS XTAON.
ENT
WOB T SYMNSRS,
EwE6NENT*
SEE NOTE 1,
SHEET I.
MINJJKSICONCRETEORU�6
FRONT VIEW vnODOCTRBWseo
SIDE VIEW
S.i1*8 Owl
INSTALLATION NOTES,
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTLIC00.
2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHCRTO ANCHORDISTANCS, THE
CORRECT QUANTITY AND LOCATION OFANCHORS MUST BE FOLLOWED, REFER TO THE TABLESON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED,
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
UCO ULTRACON OR El -CO iW S.S. AGGREGATOR MASONRY ANCHORS,
NO. 58705
1,
A.LVNNIWLLEA:I
FL P.E.9 60705
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE I•— FNNGM MFORVERTICALM —j
LENGm
ADDTNONAL EXAMPLES OF MULL CONFIGURATIONS:
—aPFAONDYnom—I
_i �rlmH r
r
MIL r r
IQJjpHT r UM
SINGLEMUWON SINGLE MULLION
SEE COARFSPONDNO DETAILS
FROM FIGURE I ABOVE.
61 ANOARDS USED:
F2014 FLORIDA BUILDING OODE (FBC), 5TH MIT
-ANSUAF&PA NDS-2012 FOR WOOD IIM�'IN
.ALUMINUM DESIGN MANUAL. ADM-XH0
FAISIS100471S2.2010
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN, EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WODD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHESTO Be 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INWRBMINSME RAVE BEEN TESTED AS'FREE-FLOATIN O' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN IJ4-FROM THE CUP.
SMME
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W I60. TH S 13SCORRESPONDINGSIREASE THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATEDTI DEFLECT NO MORE THAN THE THEUATIOEOF WOOD SCWABNOTUSED
IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF W000 SCREWS.
41 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
�SEEDETM ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ATWND; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGE TABLES. THE LOWEST DESIGN
/ SHMM24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
GP WG
HEIGHT S) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
Fm
HM.NTA
SEEDETMLE, MULL 7)ANCHOR EMBEDMENT TO BABE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO, WOOD BLACKS BY OTHERS, MUST
MEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL, DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
FENESTRATION B) REFERENCE TEST REPORTS:FTL-5443; ELCO ULTRACON/AGGREGATOR NOA'S
PFABUCIDEl1Y
SEGFANYTYPE. S) MULLIONS AND CLIPS HAVE BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUSTBE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
MAMIFACNHFD BYPGT. POT -APPROVED FENESTRATION PRODUCTS HATING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HWE.
11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
1—xowzMuuLerrom-1
MULTIPLE MULLIONS
INSTRUCTIONS;
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT IMWFP) FOR THE OPENING USING THE ASCE.7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PFODUCT S FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR'TRIANOULARNRAPEZOIDAV.
GENERAL NOTES....... ........1
INSTRUCTIONS............-................1
ELEVATIONS ... ...... _...... .........
1
MULL TO 2X WOOD.................... 2
MULLTOIX &MASONRY-..-........ 2
INSTALLATIONNOTES....._......2
MULL TO MASONRY ....... ..... __... 3
MULL TO STEEL SMD--..-__.3
MU LL TO MILL............_...__ 3
ANCHOR S PECS.._...--_---__ 3
ALTERNATAIE CLPS-.��---d
BAY MALL INSTp1lARON_--.--d
1 X2 X.175 MULL3PEC5�.-_-6
1 X 2 X.374 MJLL
1 X2.35 XM MULLSPECS--.d
1 X225X JX0 MUM ECS-.-.-.8
1 X 4X.125 MULSPEC. __B
1 X 4 X.375 MULLMM S._._.11
I X d X.3T5 TUBE MALLSPS it
1 Xd X.375 T MULL &PEGS....--H
1A THROUGH 18A ON SHEETS S THROUGH 20 RESPECTIVELY, USING
IFTHEMUWONISSPANNING VERTICALLY ORHORIZONTALLY). THE
N PRESSURE REOUIREMENT (LBSM FOR THE OPENING OBTAINED N
5) FROM THE SAME TABLE USED IN STEP 4)ABOVE. FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (ISSI. THIS VALUE
REPRESENTS THE W WDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MIIWON CAPACITY
B) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOWSUBSTRATPJANCHOR-CLIP PATTERN MAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFYTHATTHE REQUIRED ANCHOR
CAPACITY IS MET.
7) IFTHE MULLION CAPACITY (LBSIFT'I OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT ILBSIFPI FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITYADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUEA LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAME SUBSTRATE
B) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY
OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
S) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
I=
\�PIoNy LYNN E
aa'�t\'' L\LENSF
F No. 5070E
A.
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EXTER OR
EPDe asinNCE
MH2iNSICONCRETE ORCMU
FRONT VIEW
BYOT
GEENO EI.
Si�ETt.
I---f
MW2i IMICONC MCRnM
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAULDRESSING OR STUCCO.
2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FORPICTORUL REPRESENTATION
ONLY. BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHERTHESTANDARD OR INTERIOR CLIP MAY BE USED,
3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET &
E6) FOR L MASONRYAPPLICATIONSOUNTYAPPROVW
WS.S. AGGREGATOR MASONRY ANCHORS.
OULTRAON RLCO AGGREGATOR
FRONT VIEW
EXTERIOR
DETAIL E.
NIH
MULLION TO MULLION
INTERSECTION
(U-CLIP)
NOTES:
1) MAY BE INSTALLED IN'TEF OR 'CROSS'
INTERSECTIONS.
Imo/
I
21 MAY BE INSTALLED HORIZONTALLY
)ORVER.
(TI
L
I
3) SEE UCUP DRAWINGS,SHEETS 27-23
TOP NEW
-a 1
FOR ORRESPONDING MULUN.
FRONT VIEW
v \
EXTERIOR y\
6EE914:fl8]YD fOR
Nd.ELOGTIW9
EDGE
DISTRIM
13MMIES
I&Ul
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SH
NOTES:
1) FOR 2X WOOG•BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS 5-20, FOR QUANTITY OF SKEWS
SIDE VIEW
\� - LTnn
16 i iu c
DETAIL F: DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SEEDETAIWAE
6XEE162ANO3 FON WSTANATION
TO SPECISO SIISSTIRTES.
SIDE VIEW
NUWW
IWOWODD,STEE4 STMN DUW TOBE
AWµ0 ORANSOMiY NODIPWINNEDa
NOTES FOR INSTALLATION OPTIONS F.
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1A6• X2.1V X.125• MULLION.
2) SEE TABLES 1B-135 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X6 0.1P IS NOT SUITABLE FOR THIS APPLICATION.
FAO O
TOP VIEW
EXTERIOR
_30-MV
BAYWLL
O O
p O
TOP VIEW
EXTERIOR
NOTES FORINSTALLATION OPTION G6H: `\.ply.. n......
MULLIONWP/
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INS(DEOFMUON.
k �
2)DETAIL G: SEE TABLES 10.14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE ;0; T4D. Gft705
LOCATIONS.
3)DETAILKSEETABLESIMORIODFORANCHOROUANTMMMOSHEET22FORHOIE S-D 1+` (,� p (6.� 41
L it F
LOCATIONS +. _.
FL
IAULt 1N
Mullion coaracity Table
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IOTE: FOR THE OFFSET CI -IF. USE
FIGURE I: F1112:
. .
FIGURE3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURES: FIGURES:
m
TABLENOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS. SEE SHEETS 21�3.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
YELLOW SOUTHERN PINE WITH AN 60 OF 0.65. ALUMINU
THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.(
LEAST.126' THICK AND A311. ALL ANCHORS INTO METAL:
THE MATERIAL R10 5 012 ANCHORS INTO WOOD MAY BE
MUM OF.12S
1L STEELTO B
THREADS BEY
OBTAIN THE
C:
it � No.60105
TABLE 2A
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3) MULLION AND MULLION CLIPS SHOWN ARE HOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-21
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
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SEE SHEETS 2-0FOR ERAL INSTALLATION METHODS.
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• • • • • LOANING. INTERPOLATION
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TABLE NOTES:
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TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOIATICN BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M.
HOLES TO BE DRILLED IN 78E FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLELOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSUR6TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083�T6 AND BE MINIMUM OF.125'
THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND .046' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.126' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL k10 S 012 ANCHORS INTO WOOD MAY BE STEEL, I8-8 SS. OR 410 S.S.
=ANCHOR CAP. -
TO QUALM
FROM THE
YJ emltll l]NC
er
ABem radum
`O` q LYNN Apl
.127Q�7
. G ..... ..
C (tea; • �1CCNSS •'
3.26
Bo
• PO+•S AT'H OF
FL
M1.000'�I 1--1260'-i
TI--� 1.000- tool r-
1.000' r- ^j Lo (- I .125'
.125
2.7W 2.760' .125' 3.726' .126 3.180'
.125' .126'
2.000' 2000' L i
L L 2W
.125' 376' 376' 85m .600'
1 7
PXTXA25'MULUON 1'X2'X276'M000ON 1•X236-X.37VMULLION I'X2.TSX.65WMULLION 1'%3.125-X.6'MULION 12CX3.18WXMTMUWON
ew6 TMUM. 6o6}TBALVM. BOBSTBALUM. �TBALUM. 6363.T6ALUM. 1063-TBALUM.
%SECTION %SECTION XSECTION X-SECTION X-SECTION %SECTION
CUTHERETO .376•
.376' 3.12E-� _ CREATEF0.0'.&SE MM.
MIN. UETAILF SHEET4
1 I I A
L _J L _J
�- STANDARD CLIP
606ST6"Uk
CENTEROFANCHORHOLEMUSTLE TOMMEW
ANCHOR 0IAMETER • 1/1T.
OFFSETCUP
TOPVaW
608PT wM
4
.338-MIN.
A I U.CLIP
BBBST6 ALUM.
TOPVIEW
ZNTER OF ANCHOR
LEMUSTLIE
THIN THEDASHED
BOUNDARY.SEE
SHEETSSI7FORTHE
ANCHORO.C.
DISTANCE. MAXUAUM
ANCHORHOLE
DIAMETER:ANCHOR
DIAMETER.111V.
TART F R
'ITJt H^.12E
2X6ANGLE0.IP
BBBSTe ALUM
ZEnn, XSECTICN
L' A26'
I .37V MIN.- H
• "' '- --- 2X6ANOLECLIP
B66iTe ALUM.
OPV6 W
6 CENTRYEROFANCHOR HOLEMUST WITHIN THE
DASHED BOUNDA.SEE SHEETS 1ANFORTHE
ANOE DIAMEd118TANCO DIAMUMANCHOR
MOLE DIAMETER: ANCHOR DIPMETFR - 1/18•.
--_ -
Mull Dimension (ebeel0)
POT Part0
Mullion
SWL Clip
Offset Clip
UClip
Clipv
Xr X.125"(5)
66605
68B113M
6661116M
666243M
6SIlM
Anngle
1'X2'X.37V(6)
888006
GN114M
W61110M
Bill
G6512M
1'X2.76•X.376'(7)
66607
666115M
6681120M
OW246M
666513M
1'X2.76'X, W(8)
66803
666116M
6661121M
666248M
866514M
1' X3,125- X.600•(9)
66637M
6MI116M
6661114M
WU42M
66MISM
12S X3.1B6'X.285'(12)
66641M
BBB1117M
6801113M
66W41M
66051BM
1.26'X2.11"X.12fi (18)
69370
WA
WA
I WA
666517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS 620 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS B ANCHOR O.C. DISTANCE.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dlmonelon
Value Qn)
For Muillom
A
1.625
VX2'X.12S•
Aluminum
Tube MulBBn
B
2864
C
0.695
D
0.740
A
1•X2'X.375'
Alum6uun
Tube Mullion
B
2.40.04
C
0.635
0
0.490
A
1.816
VX2.76-X
.375 Aluminum
Tube MUIUon
B
3.000
C
0.757
D
1.118
E
.450 Min.
A
1.312
1•X2.76'X
BW
AWmR.
Tube Mullion
B
3%
C
D
0.478
0.838
A
2.000
1' %3125 X
.6OO. Alum
Tube Man
B
2B37
C
0.883
D
1.137
A
2.625
1.25-X3.186'
X.285' Alum
Tube Mull
B
3.282
C
D
0.862
1.762
A
1.813
1.28'X2.1V%
.121'Alum
7bbe MUU
i< : No. BB706
.250'
3.250'
L-F.700
1.25-X 3.2S X.IW
MULLION
600.ST6 ALUM.
%SECTION
30• BA)
60
X-SI
.....T.....
128']
rza-nam-
T-MULDON
80 TBALECTIO M
%SECf10N ' .316,
MIN.
--i .820' 1, --1 .820' 1,
1.26• X 3.26' X.629 1.25 X 3.9P X A24'
MULLION MULLION
600ST15AUJK GW545ALUM.
%SECTION XSECTICN
1,081•-4
NOTES:
1) ROLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 620 FORSUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
1.74
.116' STWNTDA CLU'
2.OW BX41ECALUM. I 1.115' U.CU1,000' 2%SANOLUIM
'%SECTION 6 X.SSCTICN
I 600YTDALUM. I %SECTION .126'
.115' %-9E0TION L
.126'J-
CENTER OF ANCHOR HOLE MUST LIEWIRINTHE
' DASHED 6OUNDARV. SEE SHEETS 620 FOR THE
375'
T
F
T
.I
376'
STARDARDCLIP U-CLIP
60 16 ALUM. 606d.70 ALUM
TOPV TOPMEW
OFFSET CUP
0O01TSALUM.
TOPNEW
DISTANCE
MA%IMI
ANCHORHOIE
DIAMETER:
ANCHOR
DIAMETER • 1110'.
TABLE c cnM
Dlmtndon
V41u4 (Iffil
For MWIlm:1
For MUIIIDn:
7
I-xvx
.125'
Al.$.
116e
F
0
1.08
a500
1.25' .5•
X.624'
Aluminum
TU Mullion
G
H
1.000
2.600
3000
H
1
1"
3.2W
F
1187
1'%4X
.375'
PA N=
T�A48'T
F
0
2625
1.125
1.25'X3.86'
X.924•
Allminum
TmMullion
p
H
I
0.767
2d30
,7,
H
1
1.500
3160
F
1250
1.26•X3.W
XAW
Al=$fM
Tu Mo.
F
2.613
W-80 Md
0
H
a760
1.500
F
26i6
45•ee MNI
I
3250
•� MUI151mtnlan
(Moot%
PaTPFOP
Mulllon
Std.QIPj0ftICIllj
U4IIP
IM910CUP,
1'%1•X.125'(10)
6W6/
666111M
BeB1122M
OMl1A1M
OBB516M
1'%4•%,378'(1p
6M10
B6B112M
OeB112JM
686242M
BBB5IBM
1'Xd•%.R6'T111)
66603
660112M
6601123M
I=M2M
M510M
114%3.WX.100•(13)
20160
001127M
O0M124M
666241DM
8006115M
11YX3.2VXb14'(14)
2D161
B061/2BM
6881125M
6862411M
8865118M
11S %J.Ba'%.024'(15)
20162
6661117M
O6B1126M
066241M
M517M
70 De2mt (IP)
66649
WA
WA
WA
6WIWM
45Oeym 0'M)
80650
WA
WA
WA
66 RIM
CJo3l VNN
v� r it
saws
o'A 1 irk
,1 i
FL
TABLE E
MBII Dimension
(sheet*)
POT PBIt#
Mullion Std. Clip U4711D
jAnqIoCIIp
2'X4-X.2S'(10)j
866D2
800261M
OB6271M
I 8655112M
Y X G' X.25' (17)1
06604
1 666202M I
666272M
I 6605113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET.
2)SEE SHEETS S20 FOR SUGGESTED,APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2.000' .37W
1 MIN.
4.000'
.26U' SX6•X28 Q
MULLION
(IM-T0AI. M.
XSECTION
250'
)--2.00W-y
TXWX.25•
MULLION
eW3-T6 ALUM.
XSECTION
F
STANDARDCUP U411—
U-CLIP 2X5 MOLE CLIP
AL
0036TSUM 2.1•606348ALUM BOSbTe ALUAL%SECTION I25%SECTION 2.000' %SECTION
125' L.125' .,25'
I—,T
CUtMETO
3.50W OREATEF4XIP. SEE .3T5'
_DETAE. F.
T SHEEr4 MW.
F________ --- ___ _______i
I I
I I I
I I
1 I
I I
I I 1
I I
I L
STANOARDCUP
CENTEROFANCHOR HOLE MUST LIE O0 TBALUM
—WRNINTHEDASHEDSOUNOARY.SEE TOPVIEW
.375'�
MIN. I
E—
A70
)-MIN.
I
I
1
I
I
I
I
I
1
1
I
I
I
j
1
I
I
I
I
I
I
1
I
I
1
I
I
I
I
I
I
I
4.666'
6.4
9. '375'
No. 58705' 'T
/i�`i r n,
STANDARDCLIP` LLCUP MANOLECLW ��Fr 250• BOT�M '',,;'•UO}RA)l6M ?
TDPVEWUSED 2%6MULLION SHEEN7 TpPyE1LY
TOFVIW ALLvryE�R�-.,(�PF
FL P.E.q 6B705
EXAMPLE 1' SINGLE VERTICAL MULLION
r
IMMUM
3r 3
��MuuK1DTx
OPENINGY4DIH
EXAMPLE P MULTIPLE MULLIONS
THE BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES. ME WINDOW FRAME DEPTH IS 2-1/4'. ME OPENING REWIRES A DESIGN PRESSURE OF+60N-60.0 PST.
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72- AND THE OPENING WIDTH 1532+32+1-�. REFERENCING SHEET 26, ME COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MUWON THAT IS AT LEASTMEWNDOW FRAME DEPTH OF 2.1/4-AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+N.0.W.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SI7EAVAJLASM
FROM TABLE 3A SHEET 7, THE 1'X2.75' X.375-MULUON (LENGTH -7r. OPENING MOTH-TO')MEETS THE DEPTH REWIRED, HOWEVER THE DESIGN PRESSURE IS+7483 PSFAND WOULD
NOT BE SUITABLE FOR THIS APPLICATION,
FROM TABLE 4A, SHEET B, THE V X 2.75- X.850- MULLION (LENGTH =Tl, OPENING WIDTH - TO-) HAS A DESIGN PRESSURE OF N-72.7 PSF WHICH EXCEEDS THE REINREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF M M&
2) USE TABLE 41) TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)912 ANCHORS AND THE 2X6
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL,
3) VERIFY ME DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED'MTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS -POLO PSF. ME OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF WS USE. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA MUM HAVE SEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
(60 PSF)X(MO ME (MAY BE USED TO QUALIFY#10 STEELSCREWSFROMTABLE4B)
T2.7 PSF I
THE BUILDING SUBSTRATE IS MOM TO BE WU ON THE JAMBS AND USES CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-SIS'.TME OPENING REQUIRES
DESIGN PRESSURE OF+50.0/-MO PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1' WOE MULLION IS SUITABLE, THE MULLION LENGTH IS 3r-7r+11105- AND ME OPENING WIDTH IS 3V+3W l'-73'. REFERENCING SHEET 2$
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-WAND WILL
MEET OR EXCEED ME REQUIRED DESIGN PRESSURE OF+50.01-SSB PSF. IF THE TABLE W ES NOT SHOW ME EXACT SIZE, USE ME NEXT MOM SITE AVAILABLE.
FROM TABLE 5A SHEET 7. THE V X2.75-X 27S MULLION (LENGTH -10r, OPENING WIDTH-8nMEETS ME DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A. SHEET 18, THE 2' X 4' X.2W MULLION (LENGTH a 10W. OPENING WIDTH-80')HASADESIGN PRESSURE OF+144.7
FOR THE OPENING AND MAYBE USED INMIS APPLICATION. NOTE MEANCHOR CAPACITY REINIREO OF OTI LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD r TO THE WIDTH OF THE MULLED UNIT, ME ADJUSTED OPENING MGM IS 36'.W6 174, NOT 73-AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 77 DIMENSION(35.11r+35-1 V21731.
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR ME CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE W WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE V. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
USING THE STANDARD CUP YAM (6) 311W ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.10GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER.AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 US.
FOR THE HORIZONTAL MULLIONS:
BECAUSE ME VERTICAL MULL WILL BE rX 4-X MT MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MU W ONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN
1)THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 37+Tr+2-.100'. REFERENCING SHEET 25, THE COLUMN USING MAFE201DALMMGULM LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, ME r X 4' X.250' MIJLUON (® LENGTH -4r, OPENING HEIGHT -12" HAS DESIGN PRESSURE OF+MMO PSFYMICH EXCEEDS ME
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 US.
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE W
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN ME 8'. CARE MUST BE TAKEN TO MAINTAIN ME FASTENERS EDGE DISTANCE. USING ME VS ANGLE CUPS WITH
(4) 3J16- ULTRACON ANCHORSAT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE, FORTHE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
4) FOR ME UCUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE ME SAME ANCHOR CAPACITY OF 621 LBS. TABLE 12D FOR THE UCUP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF MI LBS. ME
ANCHOR TYPE 15 A#12 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS
0-6,13 PSF FROM THE VERTICAL MULLION;
N-1704 PSF FROM ME 30'HOMZONTAL MULLION ATTACMNGTO CMU;
N-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION (INTERSECTION).
ME LOWEST DESIGN PRESSURE IS+/-64.T PSF AND WOULD APPLY TO ALL OF ME MULUOYS.
VERIFY THE DESIGN PRESSURE OF ME FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. ME LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH ME MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE WITH ME INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
M"FIaiA
16•0219•og
'iT f No. 50705
14' ,
no,
�
LOADI NG OF VERTICAL M U W ON
SILL OF WINDOWS NOT ANCHORED
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
WADINGOFVERTICALMULLION LOADING OF HOMZONTALMUWON
SILLOFWINDOWSNOTANCHORED WITH INTERSECTINGVERTICALMUWON
HINGED
DOOR
00
I
I
I
1
MM
1
II
LOADING OF VERTICAL MULLION LOADINGOFVERTICALMUWON
PANEL OF HINOEO OOORIS NOT CAPTURED ORANCHOREO WITH INTERSECTING HORIZOMAL MUWONS j
�a a
LOADING
EXAMPLES OF TRPPEZAIDAVfRIANGIILAR LOADING:
Ii
LOADING OFVERTICAL
MULLION
II11011CIMM!!I
" V
LOADING OF VERTICAL MULLION j W p Gj
LOADING OF HORIZONTAL MULLION J I�L 5 Z
y a O
H Z c
N Ep 50 �
PW
^
0
�
N
N
6
Oo
yOy@@O
AM
�D:
4�
LOADING OF HORIZONTALMUU.ION LOADING OF HORZONTAL
MULLION
NOTES:
;R000CTItRVLSED
e.W`A lNnewue
E
i)DRAWNGSAnIdiin'
pWldine Cda
RERESENTATpNS OF TYPICAL
FERESENTATIO
Acadmw No p
PW
CONFIGURATION&
0'0.,
CONFIGURATIONS NOT SHOWN
BY
MAY BE EXTRAPOLATED FROM
Mr. 1-1a
- -
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
DEINED. USEPWW
VN.•"I,I LYNN A/(�ZZZ:
BE
REC ATNGULAR LOADING.
` >��,0' V\CFNSe '`�FP'��
RS:,.,k
6)6EE PR0DUCTS'APPR0VAL FORI�i
No. 50705 •. L
ACTUAL ANCHOR LOCATIONS
LOADINOOFHORIZONTAL
d.EE.
A. LMNfy� CRf.
MULLION
FL P.E. 68706
SCANNED
BY
St. Lucie County
MIAMI•DADE ML1MI-DARE COUNTY
E 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.eov/economy
CGI Windows and Doors, Inc.
10100 NW 25" Street
Miami, FL 33172 F i L E
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 AIIJ 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. 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 01/28105, 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 Missile Impact Resistant.
LA13ELI NG: 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 B-3, as
well as approval document mentioned above.
The submitted documentation was revie-*ved by Manuel Perez, P.E.
! NOA No.15-0512.07
MIAMFDADE COUNTY Expiration Date: May 05, 2020
Approval Date: September 03, 2015
I 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 01/28/05, with revision F dated
05/05/15, 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 03/03/15, 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 "Butacitd" 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.
M. nue fere , P.E.
Product Cont oIEx miner
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 (CONTINUED)
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 underNOANo. 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 1302.5-04 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-51h 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)
Manuel Pere
Product Control Ex' min
NOA No. 15-0 .07
Expiration Date: May 05, 2020
Approval Date: 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
"SentryGlas& (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-5" 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 07/22108, 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 under 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.
Manuel Per , P. .
Product Control E mi r
NOA No.15-0512.07
Expiration Date: May 05, 2020
Approval Date: September03,2015
E-3
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QUANTITY
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MATERIAL
MANF./SUPPLER
REMARXS
1
W23201NO
AS REOD.
WOOL PILE WUH CENTER SOFT FIN (GRAY)
PILE
ULTRAFAB/SCHLEGEL
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PVC
PROTOTYPE PIASDC EXTRUSIONS
CONRNUOUS AT INIEiLOBK
3
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2
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NYLON
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4
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AS READ.
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GV55
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CUSTOM CASTING
5
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6
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ZINC
1 0 WOWS. 28" WIDE h SMALLER
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T
8
9
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ZINC
ZINC
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TRUTH HARDWARE OF EQUIV.
i 0 WOWS. 28' WIDE & SMALLER
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2 0 WDWS. OVER 28' WIDE
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2
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11
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12
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14
15
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CGI-622N
2
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loads imposed by glazing
system and transfer
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INTO METP1. SLRUCTURES
STEEL : 12 GA MIN. (Py . 36 KSI MIN.)
AWNMUM : 1/8• THK. MIN. (600-TS MIN.)
(STEEL IN CONTACT WITH ALUWNUM TO BE pui OR PAINTED)
Ty,e,I yeiFSTANIT
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C-,a NU,p BLOCK AT ..S t. - 2060 M —
Values for Installation Type •A• OPPIY to the following installation types, with
maximum shim space 1/4':
1- Using 1by P.T. wood bucks. min. 3/4' thick,
2- Directly into masonry, without the use of wood bucks.
3- Directly into a sleet or aluminum structure
Min. 1/8• thick and using #14 Take or Sell drilling ..taws.
Structure must be designed by others to sustain the loads imposed
by the window.
2015
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Types A• k
for 1 x4h2x4
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IMPORTANT NOTE:
Wood Bucka must suotein
loads imposed by glazing
system and transfer
them to the building.
structure.
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