HomeMy WebLinkAboutNOASCANNED
MIAMMADDE BY
Em St. Lucie County MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DWISION TC7K315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) "W.Mi2mid2de.sov/econorov
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and re e C) pufou.
cen anfi e
materials. Ile documentation submitted has b reviewed LAIL I Wkde� ounty RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (ARI).
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, modij[S� 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 HurTj-qme-ZoAq�-
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 scaled 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-Dadc County Product Control
Section.
MISSILE IMPACT RATING: None
LABELING: 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
TERAMATION 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
f6llowed 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 thcjob site at the request of the Building Official.
This NOA revises and renews NOAN 15-052812 and consists of this page 1 and evidence page E-1, as
well as approval document mentioned above.
Ile submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0505.02
Expiration Date. September 01, 2021
Approval Date. June 16,2016
Y6101* Page I
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. AID-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 scaled 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. VIT,6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E. (Submitted under NOA No. 11-06.14. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.22)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERL&L
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying -with FRC-501 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.
RA I 10 DIV Y. "—a -M�,
1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung V.7indow - N.L, approved on 08/06/15 and expiring
on 09101116.
nuel e
Product Contr Exa iner
NOA No. 6- 5.02
Expiration Date: September 01,2021
Approval Date: June 16,2016
GENERAL NOTES: SERIES 200 NL. - �APACT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADF 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 TA13LES 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"TH I CK ARE TO BE CC NSI DERED IX I NSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL IF: UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.lrZ"7HICK OR GREATER. 1X AND 2X BUCKS
(WH EN 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 & S. NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHiNG
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6) SH IMS 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 331/3% 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 Fl-L-6479; ELCO ULTRACON NCA: ELCO CRETEFLEX INCA, ANSIlAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
53-1/8-Til
52-1/8"1
NO ANCHORS
4
REQUIRED IN
V]SIB
FLANGE
rl
FRAME HEAD
A
8'MAX FROM
CENTER OF
ME
8"MAX FROM
CENTEROFT
MEETING
RAJL
9. T
MAX.
TYP. FLANGE F
(TES-
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME). r
STAN
W SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOWOR SIMILAR, MAY BE USED BY INSCRIBING THE E*201
j=OE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. *AS
*AN
-ALI
I
WIDTH WIDTH AIE
iV �k .......
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-
INSTALLATION DETAILS FC 71N FRAMES
INSTALLATION
WOOD, SEE NOTE 2, THIS SHEET
EMBEDMENT
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTANCE
ANCHOR (SCREW)
:DI�3E�
THROUGH THE FIN
DISTANCE
lA65" L�
VISIBLE
LIGHT
HEIGHT
EICIERIOR
2.7,51- <�:]
BUCK I
HEIGHT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRAM'
SEE TABLE 6, THIS SHEET.
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
EDGE
DI C!k
EDGE
DISTANCE
TYP. ANCHOR TYPE. EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE
TABLE 6. THIS SHEET
EMBEDMENT SEE NOTE 2,
2X WOOD,
THIS SHEET
2X WOOD,
SEE NOTE 2,
THIS SHEET
j T
EMBEDMENT
1/4"MAX SHIM
'i
T
1/4'MAXBHIMJ
TYP. ANCHOR TYPE.
i
9
EMBEDME14T AND
EDGE DISTANCE
II 4
TYP. ANCHOR TYPE.
PER SUBSTRATE,
EMBEDMENT AND EDGE
SEETABLE6,THIS
II
DISTANCE PER SUBSTRATE,
INSTP
SHEET-
li
INATAI I
INSTALLATION
SEE TABLE 6, THIS SHEET.
OR
OPTION E
IkST
STRAIGHT HEADER
ANCHC
INSTALLATION ANCHOR
THROU
8 \
USE EITHER
LATCH (# 29) OR
BOTTOM LOCK
32-35 (#11).TESTED
-UNITLOCATION:
M
64 VENT END.
VISIBLE
LIGHT Illi 7
HEIGHT 11 36
'17,1111, 1
T�
EMBEDMENT
(SCREW) THROUGH THE FIN
[IMMUlUllonk
OPTION 7
INSTALLATION
ANCHOR (SCREW)
THROUGH THE FIN
#10 STEEL
SELF-DRILUNG
sms (G5)
F114"MAXSHIM
A -E
EDG
.T..E
2X WOOD, SEE NOTE 2, THIS SHEET
VERTICAL SECTION D-D
EDGE
DISTANCE
EXTERIOR
ID
ALUMINUM/STEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE PROPERTIES.
TABLE 6, THIS SHEET,
NOTES
1) USE ONLY SUBSTRATE
APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN
MAY BE USED ON ANY SIDE OF THE
WINDOW.
2) 2X WOOD FRAMING OR BUCK,
1-112'THICK OR GREATER.
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM
BEADING TO BEADING.
UTIR
DADE API
VERTIC,
1/4" E
PROPERI
TABLE 6
2-1/2'
2-1/2"x
2-1/2" N
#10 Ste
MIMIMU
YNN �"' , I,"
-EN
NO. -871-5
e,
LWd W62�, P.E.
P.E-#58705
TABLE 7:
Anchor Quantities Required, Flange Franke
M"Innurn
Window
Haishe
Sash How
(see Figure A, this sheart)
Mminuirri Window Width'
19-1111"
26-112"
3Y
37'
41-
Group Al
Group BIGroup
C1
Group AlGroup
B
GroupCIG
Al
Group B
Group C1
Group A]
Group BI
Group C
Group A
Group B
Group C
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3
3
2
2
2
2
3
3
3
over 19-1/4'
2
2
2
2
2
2
2
31
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
-4
4 1
2
under I&WiV'
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
1 4
2
3
2
3
2
4
2
4
2
T
2
2
4
jMlS, UUU 22_11_- 3
2
2
2
2
2
. 2
. 2
2
2
2
2
2
3
2
3
2
2
2
1 3
2
3
2
3
2
4
3
3
2
3
2
3
3
3
45"
22-WI6- (Equal Lfte)
2
2
2
2
2
1 21
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
nier22-9/10'
2
2
2
2
2
1 21
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
1 2
under 20-IIW
2
2
2
2
2
1 21
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
1 3
2
4
2
1 4
1 2
1 3
2
4
2
1 4
2j:jt8- thru —24-11T�
2
2
2
2
2
1 21
3
2
2
2
2
2
3
2
3
2
2
2
4
3
3
2
1 3
2
4
3
3
2
3
2
4
3
3
49'
24-9/i(r (Equal Lite)
2
2
2
2
2
1 21
2
2
2
2
2
2
3
3
. 3
3
2
2
3
3
3
3
1 2
2
3
3
1 3
3
2
2
3
3
3
owr24-9119'
2
2
2
2
2
21
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
1 2
3
2
4
1 2
4
2
3
2
4
2
under20-13118"
3
2
2
2
2
21
3
2
3
2
3
2
1 4
2
4
2
3
2
4
2
4
2
1 3
2
4
2
1 4
2
3
2
4
2
4
20-13AIr thim 25-5/jr 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
3
2
4
3
3
2
—3
3
2
4
3
3
2
3
2
4
3
3
5019/8"
2&W (Equal Uta)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
2
2
3
3
3
3
3
3
3
3
3
ever 25-Wg'
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
undef24-15119'
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
6
3
34.15ilr thin, 30-11-- 3
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
4
3
4
3
3
2
4
3
3
61.
30-9/16' (Equal Uto)
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
owr 30-9/1
2
3
2
2
2
2
.12
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
777
3
4
r2
unifer-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
4
2
4
2
3.
2
5
2
4
F
25-3/4"thru3l-103
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
3T4
—3
SY
31-911V (Equal Uts)
2
2
2
2
2
21
2
2
1 2
2
2
2
3
3
3
3
2
2
3
3
2
2
3
3
3
3
3
3
3
f 3
over 31-9116'
2
2
2
2
2
2
1 2
3
1 2
3
2
2
2
3
2
3
2
3
2
4
2
3
1 2
3
3
4
2
4
2
3
3
4
f-2
urndor29-W4"
3
2
3
2
3
2
1 3
21
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
29-3/4, thrui 3s�ljr 3
3
2
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
4
3,
3
3
73"
3"fill- (Equal Ute)
2
2
2
2
2
2
2
2_
2
2
2
2
2
2
—2
3
3
1 2
E33
2
2
2
3
3
3*3
2
2
1 3
1 31
3
o" 36-9116"
2
2
2
2
2
2
2
2
2
3
2
27
F2
3
3
2
3
2
2
3
3
3
3
3
2
2
1 3
under 31-3/4'
3
2
3
2
3
2
3
J32
2-
312
3
2
K23
3
2
3
21
3
2
3
z
3
2
3
2
4
2
3
2
3
2
4
2
ft33
4
78'
al-W4 thwup"
3
2
3
2
3
2
3
!2
!2
3
2
3
2
2
—
312
3
2
3
2
3
2
3
2
3
2
3
3
3
39A1119' (Equall Lite)
2
2
—
2
—I--
2F2
—
2
2
-
,
2
2
i
2
i
�2�
2
fl
—
F2
2
3
2
2
2
3
3
3
3
3
3
1
1
3
3
3
4j --�:F�ROM
EAM
Tip-to-tlp dimensions for flange windows shown. For buck dimensions, subtract 1".
2 0%erall sash height. For clear daylight height. subblict 3-9/16".
3 Size range includes the standard Pro-Viiaw(3-olier-2 configuration) for the ghen Window Heig
"MR7 refers to "Meeting Flair. hit
For o%lorali sash width, subtract 2-1511W from the buck dimension.
WINDOWHEIGHT - SASH HEIGHT CAN NOTEXCEED 5r.
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION
ON SHEET 1. DIMENSIONS SHOWN ARE 71P-TO-TIP.
2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NE)Cr AVAILABLE WDTH
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE 5. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
W
R
TH
T
item
#
PGT
Dwg. # I
PGT Part #
Description
1
2703E I
62703EW
Flange Frame Head
2
2751 B
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
Pritegral Fin Frame Jamb
7
2706
62706DW
Sash Bottom Rail
8
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
Vinyl Bulb, Flex PVC 70
21
1602C
71662CW
Head/Sill Gasket, Polyethelyne
22
1270
7PADI 18
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, Rigid PVC
24
4066
6406BG
Wstp., 187 X.230 Fin Sea[
25
2784
72784W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Take-out Clip
27
Varies per Size
lBalance
28
2711
428COW
Sash Cam, Nylon
29
1096
71096W
Sweep Latch, Zinc
30
1016
7858WW
#8 X.526 Ph. Fl. SMS Latch Screws
31
1267
71267N
Setting Block 1/&'x 112' x I", EPDM
32
See
Sheet
7 for
Materials
Kommeding 4SG
TPS Spacer System
33
Quanex Super Spacer nXr with Hot Melt Butyl
34
Quanex Duraseal
35
Cardinal )(L Edge Spacer
36
Sash Bottom Lack Spring
37
Screen Cloth, Fiberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
1625
61825B
Glass Bead (1/8' Glass)
41
2719
62719B
Glass Bead (3116u Glass)
42
1263
61263B
Glass Bead (114" Glass)
43
1253
6VT488
Glass Bead (I.G.)
50
781 PQA
98 X in QUAD Pn SMS
51
781 PSTX
#8 X I" Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
781LHPQA
#8-15 x I LH Twinfest Screw Zinc
53
1186
781LHPDX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78XIPFTFUA
#8 X In Ph FI u/cut SMS
55
78X1 FPAX
#8 X 1 " Ph FI - Stainless Steel
60
Annealed or Tempered Glass
61
WITAnnesled or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
11&'- 1/4" Air - 118" An. or Temp. I.G.
64
118"- 3/16" Air - 3/16" An. or Temp. I.G.
2.000"
.062' ..500.
869"
FLANGE FRAME HEAD
6063-T6 ALUMINUM
— 2.056'
1 057 -11l-
3.225"
.9757
2.056'
INTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
.062"
1.582'
.062* —W
4 1.01a.
(FIXED MEETING RAIL
D 6063-T6 ALUMINUM
2.0001,
100-
F
C2
.062" ,
.060" -r
J .926-
SASH SIr
6063-T6 A
sit
0'
fd-:�R, RE
A. LYM41M
REA 58705
SCANNED
BY
St. Lucie County
MIAMI. MI&M-DADE COUNTY
EM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRiTION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miam1dadep_uv/econamy
CGI Windows and Doors, be.
10100 NW 25"' Street Wft
Miami, FL 33172
SCOPE: FILE CU'Vy
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 (AID).
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 AIIJ (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 AID 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 1 0
-��ighveloc_ 'jugr�cano�one.
DEsCPjmo*: series '.60" %—i —1 an
0
APPROVAL DOCUMENT- Drawing No. W 05-04, titled Series "360" Alum Single Hung Wdw. (L.M.I.),
sheets 1, IA, 2,2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01128/05, with revision F dated 05/05/15,
prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E., bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami -Dade County Product Control Section.
MISSILIK IMPACT RATING: Large Missile Impact Resistant.
LABF,LING. Each unit shall bear a permanent label with the manufacturces 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 sbaft be availablefor inspection atthejob 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 M, as
well as approval document mentioned above.
The submitted documentation was reviewed.�y Manuel Perez, P.E.
NOA No. 15-0512.07
[AMI-DADE Expiration DaW, May 05,2020
1 3
Approval Date: September 03,2015
Page I
, AL
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manuflacturer's die drawings and sections.
(Submitted under NOA No. 05-0215.02)
2. Drawing No. WOS-04 titled Series "360" Alum Single Hung Wdw. (L.M.I.)" sheets 1,
IA, 2,2A, 3,3A, 4,4A and 5 through 10 of 10, dated 01/28/05, with revision F dated
05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
PE.
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 263-94
along with marked -up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super Sp�cera)
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'Sutacite'PVB interlayer, Duraseal@ and Super
Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03103/15, 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, Duraseal@ and Super
SpacerO 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.
CJAW2ekQzU'2'
nue *E*
Produ M�Jlt iler
tCO
cNOA N 512P 07
ExpirationDate: KnyO5,2020
ApprovolDate: September 03,2015
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNTiNvED)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FB.0 TAS 202-94
3) Water Resistance Test, per F13C, 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.
RTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22108, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted under 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 1302.5-04 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-008MS23-04, 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 F13C-51 Edition (2014), and of no
financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted underprevious NOA No. 14-0822.11)
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami-Dadc Department of Regulatory -and Economic Resources (RER)
R�__ J*
manuil PerW"
,x
roduct ContrDl F
NOA No. 15.=
Expiration Date: May05,2020
Approval Date: September 03,2015
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
IISentryGIas@ (Clear and White) Glass Interlayers" dated 06/25/15, expirmig on
07/04/18.
2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (KA)
for their "Sallex CP — Saflex and Saflex RP Composite Glass Interlayers with
PET Cord" dated 06/19/14, expiring on 12111/18.
3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (AIA)
for their "Saflex)OP Clear or Color Glass Interlayers" dated 06119114, 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 AI-Farooq Corporation, signed and
sealed by Javad Abroad, P.E.
(Submitted underprevious NOA No. J4-0822.11)
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 OV22/08, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-1208.06)
3. Laboratory compjiance 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 Duraseaffi and Super Spacer& Standard warm -edge flexible insulating glass
spacers, dated Der -ember 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 10116114 and
expiring on 05/05/20.
. 4aw�lj,,.�
Manuel kerpf, P.
Product Control mi r
NOA No. 1�-0512.07
Expiration Date: May 05,2020
Approval Date: September 03,2015
E-3
10
T
Jill
g1l
it Hu
j ., 9
pig
Ell
RIX NIII li, I
. A'
d
I� � � i MR � � 3. 3k 4
� S� u & m � W�
in (i I �O�MP R� !PNIV =K IMAVA�
Met.".� - .0 Sel.ee
(Refer t. Meet,
S. 6 & 7 for
We., id�.U..)
(R.I.t.d L.�i..Ierd
I Tip,
St.nd.M 12 1 Sill 15 �F W.te, B.,
C;;�n.t be Im (D
�m 13W ��N (LMI �FAROOQ CORPORAMON
0 CGI WINDOWS & DFORS f
101W NA � MM
M[AWI, Fl. MT72 Nc
1/2-
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FOR M WIN WA�M �
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UMIT �10R(+) �S M 8D+D P�
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WOW Back (W.)
NPUMANT NOTE,
WOW Bucks must sustain
k,odc imposed by glazing
,as. and thunds,
them to the building
structure.
O'liand
N,baw,lod
Wood Dual,
load.)
,,.-Cast Y'll
TYPICAL ANCHOIRS. sac: sue, me .
1/� D� �ACDM M TICOh (Alyr M �we ReOl
'le M icon MK-cON R (n-'so ss, "'. .)
IM REW WO(H) BUCKS OR MOD !3FTMJ=RM
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INTO MU& WRUCIlMli
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p-M y,ws baser M � 1'. - 2D60 PM .
Values for lnst011.U.O 7,0 -A' apply to the following installation types. with
maxl;murn shim space 1/4-:
I- Using Illy P.T. used bucks. min. 3/4- thick.
2- Directly into moson, without the use of wood bucks.
or olum�rurn structure
3- and using #14 Take or !&alf driring scrawc.
klm!aU�8iatdhiaksteol
SUudum must be designed by others to sustain the loods imposed
by the window.
Zd
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okoo ou
Suck eiml in
on.
.ni (t,)
1/4- Mo. Plot Head
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(., Equ-1) Sed.o
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2 3/4'
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9
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og
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Vertical Mullion Performance
Eb i
Val Wiad� Perhoonance. refer to stheft 3 or 4
U
f
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.r— a e.,h side' of nu,b7m.
—Staldard botalation
I' . 4' . Z, ft.
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114 x 3/4�
hts 0, Seff
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e/ 2 .1 3 an each are. of rr�iaa
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additional term to he d�d by oetager)
4r
Horizontol Mullion Performonce
For Windbor, Periermcnee. del to halt, 3
(9
Oyp)
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Tube UuMon (u"a' W at are,$)
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33172
A:
SCANNED
BY
MMMI-DADE St. Lucie COunty MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree% Room 208
BOARD AND CODE ADMINISTRATION DIMION T(786)�15-2 5-2599
NOTICE OF ACCEPTANCE (NOA) ZW=Ilonomy
PGT Industries, Inc.
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 ARY (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, modij�� 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 fitils to meet the requirements of the applicable building code.
This product is approved as described hereh and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
APPROVAL D-ocummNT; Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Multio&',
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 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, andfor manufacture of the product or process. i 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.
ADVEkTISEMENT: 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# 14-1105.01 and consists of this page I and evidence pages E-1 and
B-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0218.03
MIAMI-DADECOUNTY Expiration Date: May 26,2021
�Fjjg,[61,1411� W4111111 (0 Approval Date: April 14 2016
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(SubmiHed under NOA No. 10- 0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I
.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 -I thm E-1), dated 02/28/11, and addendum letter dated 05/05111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819. 05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony I�mn Miller, P.R.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
Imul
-WaMli90542
.Manne e 21il.E.
Product Conti�OI ra ner
NOA N .16-10218.03
ExpirationDate: May26,2021
Approval Date: April 14 2016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIEDENCE SUBMITIM D
F. STATEMENTS
1. Statement letter of conformance, complying with FBC_5,h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.R.
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
'TGT" Clipped E xtruded Aluminum Tube Mullion — L.M.T., approved on
02/12/15 and expiring on 05/26/16.
lwanueva*, r.E.
product Contrfl E34miner
NOA No.�M-0218.03
ExpirationDate: May26,2021
Approval Date: April 14 2016
E-2
DETAIL N.
DETAJL B:
MULLION TO 2X WOOD BUCK
MULLION
MULLION ATTACHED TOINIRX
ORWOODFRAMING
WOOD BUCK AND M AS I Y
ATTACHMENT
SEE KTABLE
(OFFSET CLIP SHOWN)
(STANDARD CLIP SHOWN)
WOMESS,
sEENMI,
M 2. i6al
I
m
mmENME
I 23FORPOLE .4 16
LOCATIONS
DISTANCE.
3EIESEEYA
ST�OR
OFFSET MULL
EOCZ
EMEMSTANCE
FORM&SCINITY
IMES
CUPMAYSE
DISTANCE
RWOOD
)a
ANCKORS
NS
A
SOREM
E,2WIANKFOR
SIDE VIEW
"TA.LEDBY
5 MEMOS
.
AU.MUMNS
ME
'A
[EIm
ETI-
0 mAl SE
4
IOU
MrSY
4
EXTERIOR
MIS.
M W
4
EWE
4
DISTANCE
FOR
MASOMW
PIS
MOOR
=ORS
FOR
EXTERIOR
IS, KDOWS.BUTWY
FRONT VIEW
SIDE VIEW
FRONT VIEW
INSTALLATIONNOTES:
I) ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYONDWALL DRESSING OR STUCCO.
2) QUANTTYOFANCHORS AMID MULLION SIM SHOWN ABCS� ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSETHEANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHORDISTANCE.7HE
CORIZECT QUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED. REFIER TO THETABUES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D. EITHERTHE STANDARD OR INTERIOR CUP MAY BE USED.
3)ANCHOR HEAD TYPE MAY BE RANHEAD, HEXHEAD OR FLATHEAD.
4)WGOO SUCRE ARE OPTMNAL. SEE DETAL 0. SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAJA�E COUNTY. USE ONLY MIAMVOADE COUNTYAPPROVED
ELCO ULTRACON OR ELOD J/4, B.S. AGGREGATOR MASONRYANCHORS.
S N 58705
EOF
P(Oto
s7c)N
A. &Gdm
FL P.E.0 58705
SUITABLE FOR ALL LOCATIONS REQUIRING
MON-IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
THE MULUON ONLY.
BY OTHERS.
FIGURE 1:
MUL11PUE FPEIlNGWUMFf!7tI(A.ML---j
MULLIONS
AFSHESTC)EX
INS(MOMINSUDE
RECT�
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL T6THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
RAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULUON CUP$. BUT SHALL
NOT HAVE A GAP OF MORE THAN IIC FROM ME CUP.
3) THE ANCHORAGE METHCDS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UISO. THE 113 STRESS INCREAS.E WAS NOT USED
IN MIS ANCHOR EVALUATION. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
SEE DUAILS
ATMUG:
�S24
If
7//
OPE
W.
UU.
"El
F
KlH
H
SEA.&TALE.
_�EE73
FEIIESMTKItl
P� wy
BEMANYTfPE.
munss
�t
//5"A.U7V
SHEETS m
Hmzo.r&
MUL-
mm
ADDITIONAL EXAMPLES OF MUILL CONFIGURATIONS
SIM .
mmi
L E4L M
T U:113�
L L
SINGLEMULLION SINGLE MULLION
FFOMMUM I
STJ A
DINGCOD FSO),5THEDITIOM
'ON
ITT
I
.2014 FLORIDA BUIL No DEI ),ETH ED
DO CONST
-ANSVAF&PA NDS.2DI2 FOR WOOD CONSTFUJI ION
Fo '
.ALUMNUM DESIGN MANLIKL. AD�10
-NSI.5100�07=_mlo
I .
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE
INSTRUCTIONS.
61 USE THE COMBINED WIDTH OR HEIGHT OF ONU
ME SCOPE OF THESE
PRODUCTS TO DETERMINE PRESSURES AND
PRESSURE OF MULTIPLE MULLIONS OR FENESMkTiON PRODUCT$ 5mm AFFLY.
NG
SIM
6) WHEN FINDING YOUR SIM IN THE MULLION TABLES. ALWAYS ROUND UP TO ME NEXT SIM SHOWN ON THE TABUE(8).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SRALL BE BEYOND WA-L DRESSING OR STUCCO, WOOD DUCKS BY OTHERS. MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE 8TRUCTURE. ANCHORS SHAUL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMIlLIUR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REA,CTIONS.
MULTIPLE MULLIONS
8) REFERENCE TEST REPORTS: FTL-6443. SLOG Ul-TRACONIAGGRE-GATOR NONS
9) MUl_UONS AND CLIPS RAW BEEN DESIGN ED & TESTED To COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS AREONLYTO BE USED WITH
POT -APPROVED FENE37RATION PRODUCTS nAMNG CURRENT APPROVAM
ID)MULLJONSAREIN COMPLIANCE FOR USE IN THEH�
11) QUANTITYOF UNITSWITHIN AMULTIPLE MULLEDASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDMIREIGHTOF EACH INDIVIDUAL MULLION COMPLIE9WITH THE RECIUIRWENTS OFTHISNOX
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE RgUIREMEWILBSfFPI FOR THEOPENING USINGTHEASCE-7 STANDARD.
2) CHOOSE AMULLION TYPE THAT WILL FIT THE DEPTHOF ME FIENESTRATIONPRomors FRAMEDEI'TH.
3) REFER TO SHIEST 26 TO DETERMINE IF THE WIND LOADING 18 -RECTANGLIUR' OR 'TRANGULARITRAPEI!OIDAV.
,, .,�, �&.i. ., 9 1 Inmn MUMON CAPACITY (UBS�M FROM TABLES IA THROUGH 16A, ON SHEETS 5 THR�
MUU.TOSTEELSTUD ........ -.3
MULLTOMULL . ....... ......3
ANCKOR SPECS...____ 3
DAYMUU.I.STAULAMN -4
1 x 2 X.126 MULL SPECS.� _6
1 X 2 X.378 MULL SPECS -- ------ 6
lX2.?6X.S75MULLSPECS__7
IX2.75X.(SWU.SMCS__8
IX3.l26X�mULLSPEcs___9
iX 4 X.126 NULL SPEC .. ......... 10
XAX.375TUWMUU.a6ECS_1I
I X 4 x X5 � IEULL SPIDDIL_11
1.2SX3.IS8X"WLLSP9W_i2
1,25 X 3.0 X.100 MULL SPECS....13
1.125 X 125 X.R4 MULL SPEC8_14
125Xl94X=4WU_SPSCS_iS
2X4XZMULL6PECS—'8
2 x 0 X.25 MULL SPEa .... ... 17
1.20 X 2.11 X.125 MULL SPECS_ 18
NIS WIDTH OR HEIGHT (DEPENDING IF THE MUI_U0N IS SPANNING VERTICALLY OR HORIZONTAU.Y). THE
SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (UBSFM FOR THE OPENING OBTAINED IN
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPAC��§). THIS VALUE
REPRESENTS THE WINOUGAI) TRANSFERRED TO ME SUBSTRATE BY THE ANCHORS AND MUST BE METTO . MULI.IM CAPACITY.
6) FROM THEANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATE00NDTION t MULTIPLE
ANCHORISUBSTRATE/ANCHOR-CUP PATTERN MAYAPPLY) SELECTAN ANCHOR CLIP PATTERNAND VFRIFYTHATTHE REQUIRED ANCHOR
CAPACITYISMET.
7) IFME MULION CAPACITY (LBSFM OBTAINED IN THE TABLE ISHIGHERTHAN ME DESION P8 LREREQUIREMENT(LBST7 FORMS
OPENING, YOU MAYUSE ME -ANCHOR CAPACITYADJUSTMENT FORMULA7 TOUBTNN
VALUEA LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAME SUBSTRATE
FY DESIGN PRESSURE RATING (LBSfFlj 'OR THE FENESTRATION PRODUCTTO BE USEDAND COMPAREWITH ME F� MULLION
VER" ITY ULUED FENESTRATION
CAPAC ;fFTI) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE M
�RO'U'T �MULY.
0) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION MEN USING THIS NOA TO APPLY FOR A PERMIT.
LYNN 4 "1
........ ...
N,. 58705
W c
E, r
A.
FL PkMM705
DETAIL C,
MULLION DIFT—C—TLY ATTACHED TO
MMONRY STRUCTURE
(STANDARD CLIP SHOWN)
�EE
ME TH
4� . 4
EXTERIOR 4
EWEDTST�
FORIWASONRY
FRONT MEW
EXEGISTANM
§IDE VIEW
DETAIL E;
.126-MIM
MULLION TO MULLION
INTERSECTION
(U-CLIP)
NOTES,
1) MAY BE INSTAH_ED IN nEe ORCROSS�
INTERSECTION&
2) MAY BE INSTALLED HORIZONTMY
L[L
(8HOWN)ORVERTICALLY.
3) SEE U-CLIP DRAWINGS, SHEETS 21-23
TOP VIEW
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MESHEM21-UMR
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DETAIL D:
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0
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4) WOOD DUCKS ARE OPTION&. SEE DETAIL C� SHEET a
ME
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SEE SHEETS 24 FOR GO ERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING NWHS 13 ALLOWABLE.
3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EyAcT DIMENSIONS, SEE SHEETS 21,23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGG ESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM To ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM �910. WOOD SHA� BE PRESSURE4REATED
YELLOWSOUTHERN PINE WITH AN sG OF o.55. ALUMINUM SHALL BE 606"S AND BEA MINIMUM OF.125-
THICK. STEEL STUDS TO BEA MINIMUM GRADE WAND.046' THICK (10 GAUGE). STRUCTURAL STEM TO BEAT
LEASTAW THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREWTHREADS BEYOND
�E MATERIAL. #10 & 012 ANCHORS INTO WOOD MAY BESTEEL. JIM S.S. OR410S.S.
V
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FIGURE i:
F I F
FIGURE 2;
F- - -1 F --1
FIGURES:
ARGUE ;UP (FIGURES 141) MUST BE USED IN PAIRS.
TANLENOTM:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION CN WADING
SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AKDIOR OPENINGWIDTHS IS ALLOWABLE.
3) MULLION AN D MULLION CUPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-21
HOLES TO B E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED. APPROXIMATE ROLE LOCATIONS
4) SUBSTRATES: CONCRETE Si CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM r-90. WOOD SHALL BE PRESSURrTREATED
YELLOW SOUTHERN PINEMATHI AN SG OFO.55. ALUMINUM SHALL EE 6063-TS AND BEA MINIMUM OF.125-
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,046-THICK(18 GAUGE). STRUCTURALSTEELTO BEAT
LFASTA25- THICK ANDAM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 910 & 012 ANCHORS INTO WOOD MAY M STEEL, I&S S.S. OR410 B.S.
STANDARD CUP
2.. W
606346ALLIM.
X,SECTION
126-
CUTHERETO
.376- CRENTE F-CUP. SEE
MIN. DUAILFSHEET4
37W
MN.
MN
L — -----
"�M
------- I -
L ---------
-T A
STANDARD CLIP
603�15ALUM.
CENTER .... OLI: 'USTILE TOPMEW
.375- MIN.
MIN..
I B
D I
0 OFFSET CUP
Sol
T TO ,
OP�
toov
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Z7 50-
37T
V X Z7W X.3?Y MULLION
80113�Tll ALUM.
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kSECTlON
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--U:F1--TAn0I0
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SW. Clip 10fiset
Clip
p
CUP
v xr X.12W (6)
66605
6881113M
668111181,11
666243M
666511M
1- Xr X.376' (6)
BMW
I 4M
6661119M
6M44M
OM12M
I-X2.76'X.376- (7)
66607
668115M
668112DM
60624SM
ON513M
T`X2.7FX —W(8)
—(W1—i6—M
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6i6514M
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7M
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iSM
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6Z�IIVI
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IIII
66624iM
60516M
1.2WX2AVX.12T(l8)
69370
N/A
NZA
. NA
666817M
NOTES:
11 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GA/EN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS & ANCHOR D.C. DISTANCE.
3) SEE SHEETS 2.4 FOR GENERAL
goggo"I
TABLE A
on)i
For MaIllo—
n:
V 2 .
AlmInum
Tube MUllion
B
2. 654
0 825
0
0.740
aMmenstonivaluo
A
B
1.125
2.42!
1- X2' X.37T
Al=%=
Tube Mullion
C
ILOGE
D
0490
A
1.876
1' X2.76- X
.376AIuminum
71" MWUon
B
3.000
0
.757
D
.118
r
.450MIn.
A'
1.312
V X2.75' X
.6
Aluflnum
Tube Muillon
3Lr
D
0.476
o8m
0
A
2,000
1' X3,1264 X
XOT Alum
Tube Mudl
8
2.837
c
0.683
D
1.137
A
2.625
1.26'X3. 1w
X.205 ' Alum
Tube Mull
a
—i-252
--
C
D
d-
862
1162
A
1.813
1.2W X2-11- N
.121- Alm
Tub, Mull
FIL
I 1.25W-
n2lW
32W
Aw
.100
.8201
ll�X3.25�XAW
MULLION
6005�TI$ALUIA
X'SECTION
.:UON30- BAY
I)W�LT6AUJK
X-SECTION 1. 1
,221J �— Sai-4
3w
125' STANDARD CLIP
ow
aoe�TSAUJM.
MIECTION
1W
--1 .620- 1- � .82V 1-
I2TX3.2YX.UV 12VX3.WXMV
MULION MULLION
00576ALUM. 600�76A�UM.
X.SECTION X�EECTION
-mw� �—.oat,-4
740' 125'
1125- 2.000,
U�CUP aw�Te ALUM.
806�76ALUM. XSECTiON 126*
X-SISCTION L — — -----------
CENTER OF ANCHOR KOM MUST US ATTHIN THE
DASHEDBOUNDARY.SEESHEETS&20FORTHE
ANCHOR O.Cm DISTANCE MA)SMUMANCHOR
HOLE DYMETER: ANCHOR D�� Ilil)-m
Xv
3.12W
1
MI
D LET
r -------
r ------- I
CENTEROF
ANCHORHOM
MUST LIE WTHIN
THE DASHED
BOUNDARY.SEE
SHEETS 5-20 FOR
THSANCHORO.C.
DISTANCE
MAXIMUM
ANCHORHOM
DmElER�
ANCHOR
I I
10
DIAMETER.U16'.
-------
STANDARD CLIP
U.CLW
MWEROF ANCHOR HOLE MUST
A.11THIN
LE aw�Te AUUM
TOFVIEW
6053.TeavM.
TOPV;EW
THE DASHED BOUNOAfVY.
SEE
.376'
MIN.
NOTES,
I) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6-20 FOR SUGGIESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2A FOR GENERAL INSTALLATION MUMODS.
OFFSET CUP
60weAuum.
TOMM
r0logendonlValUs
GRIJ
For MuIllon:
Dimenslon
W.. (IrIl
For MuIllom I
7
12F
Alml.
AIX"
F
a
1035
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2
1 6:2�
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m
1
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I
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5
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M
HM
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1.6100
F
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10' BW
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1. X� X.1w (10)
ew
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06milem
1- Xf XXY (11)
651110
m2w
M1123M
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BOSSISM
-FX4' �X.37y� (11)
6�3
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SWIIM
SW�
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TW�X&WXJOW03)
F-I—W
-6611M
CSHHMM
6682410M
OW115M
lei
751—JM
W1126NI
M411M
M116M
I.2YX3.WX.W(I5)
R
117M
MIT"
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W817M
-68-011—OM
-vW9-
�WA
WA
WA
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TFSM—
—NVJA
WA
NIA
�111M
owlyins 11huF1.1m.
Doe
Fmiort
%,% ...... 1.1111
LYNN 4fjj
Z. ..............
t4o E.5705
.13
'Tc
PtORN
...........
F P. 58705
A. C4 %
I
TABLE E
IMuRt-...I.n
�_ PGT Paftg
muillon
Std. Clip U-ClIp Angle p
Z'X4'X.25'(16)1
666112
666281M 68627iM 666511
1 r X V X.25- (17)1
666D4
666202M 668272M 0665113M
NOTES:
1) HOLES TO BE DRIUM IN THE FIELD FOLLOVWNG
DIMENSIONAL RESTRICTIONS GWEN ON THIS SHEET.
2) SEE SHEETS &20 FOR SUGGESTED, APPROXIMATE
HOMLOCATIONS. .
3) SEE SHEETS 24 FOR GENERAL INSTAILLATION METHODS.
20MIl2.MO .376-
I MIN.
4.00W
.250' rX4'X�
MUMICN
6W-T8ALUM
X4IECTION
rxvx2s
MULLION
m3-"AUUM.
X-SECTION
MIN,
STANOAROCLIP
6�76ALIJM.
I ..... rm-alow
q—
Al— —I
.375'
SHEU4 MIN.
STANDARD CLIP
TM OW�nALUM.
(. SEE TOPMEW
B.C.
27Y
MIN.
---
-- - ---
-------- -
L
4.SW
--------
— LL
---------
I
STAN11AADCUP
5=-T(IALUM.
TOP VIM
I—.12V
U-CLIP 2MANGL9 CLIP
ew�TMUM. 41�76 ALUM.
X-SECTION zow X-SECTICK
r12V
.37W
It -T
S� 3r
8*
U-CUP
USEDF04—X §HEU 17
WANGLECUP
8�70ALUK
TOMM
E F
"/',,8/ONAX 0"I'll
X LU Mje�PR, P4E
FL P.E.0 68705
CO)l
EXAMPLE 1! SINGLE VERTICAL MULLION
EXAMPLE I MULTIPLE MULUONS
ME BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. ME OPENING REQUIRES A DESIGN PRESSURE OF.M.01-BO.0 Mr.
1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE.WE MULLION LENGTH IS 72- AND ME OPENING WIDTH 15 3T.32.1- �. REFERENCING SHEET 25, ME COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN ME MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOWFRAME DEPTH OF 2-114- MD WILL MEET OR EXCEED ME REQUIRED
DESIGN PRESSURE OF .80.01-60.0 PSF. IF ME TABLE DOES NOT SHOW THE EXACT SIM USE THE NEXT LARGER SIM AVOULAME.
FROM TABLE 3P, SHEET 7. THE V X 2.75- X.375- MULLION (LENGTH - 72. OPENING WIDTH - 71r)
NOT BE SUITABLE FOR THIS APPLICATION.
.1�83PSFANDWOULD
FROM TABLE 4A SHEET B. THE I- X 2.75- X.650- MULLION (LENGTH - 7T. OPENING WIDTH - 70-) HAS A DESIGN PRESSURE OF 0-72.7 PSF MICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME MCHOR CAPACITY REQUIRED Or 636 LES.
2) USE TAME 43 TO FIND ME MCHOR TYPE. ANCHOR QUMTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE UANDARD CUP WITH (4) 012 MCHORS AND ME M
ANGLE CLIPS WITH (4) #12 MCHORS HAVE A CAPACITY OF US US. THOUGH EITHER WE COW.) BE USED. THE STMOARD CUP IS EASIER TO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. ME LOWER DESIGN PRESSUI OF MULLIONS OR FENESTRATION PRODUCTS, mu -
APPLY TO THE OVERALL ASSEMBLY. FINAL DMON PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE MH ME
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES MID FMESTRATiON PRODUCTS TO MULLION.
IN THIS EXAMPM, THE DESIGN PRESSURE REQUIRED WAS q-60.0 PSF. ME OVERALL MULLION SYSTEM WAS DETEpU&HEQ To BE ?Zl POP WITHAN MCHOR CAPACITY OF US UBS. ALTERNATIVELY.
ME MCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CAUCUI-kTE ME MCHOR CAPACITY REQUIRED FOR ME EXACT DESIGN PRESSURE OF GO PER
WeLIIS 624.GLBS (MAYBE USED TO QUALIFY 0 10 STEEL SCREWS FROM TABLE 40)
0'0 Lo
(60 PSF) X (—fl—lP—SF
THE BUILDING SUBSTRATE IS MOMTO BECMUON MEJAMMSAND USESACONCRIETE HEADERMO SILL THE WINDOWFRAME DEPTH 1132�.THEOPENiNGREQUIRESA
DESIGN PRESSURE OF -M.W-55.0 PSF.
FOR ME VERTIC& MULLION
1) WITIA-LY ASSUMING THAT A I - WIDE MULLION IS SUITABLE. ME MULLION LENGTH IS 3r-7r.l'IOV MD ME OPENING WIDTH IS W-36*0' 43. REFERENCING SHEET 0.
ME COLUMN USING RECTMGUIL&R LOADING SNALL BE USED. EGAN ME MULLION TABLES FORA MULLION THAT IS AT LEAST WE WINDOW FRAME DEPTH OF 2� AND WILL
MEET OR EXCEED ME REQUIRED DESIGN PRESSURE OF -50.W-55.0 PSF. IF ME YAM DOW NOT SHOW ME EXACT SIM USE ME NEXT LARGER SIM AVAILABLE.
FROM TABLE 3A, SHEET 7, THE V X 2.76* X 37V MULLION (LENGTH - 10r, OPENING WIDTH - 80� MEETS WE DEPTH REQUIRED, HOWEVER ME DESIGN PRESSURE IS .1-15.1 POP
AND WOULD NOT BE SUITABLE MR THIS APPLICATION.
FROM TAKE 12A. SHEET 16, ME 2' X 4- X.25W MULLION (MNOTH - 10W. OPENING WIDTH - On NASA DESIGN PRESSURE OF �643 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR ME OPENING MD MY BE USED IN THIS APPLICATION. NMTHE ANCHOR CAPACITY REQUIRED OF 971 MS.
BECAUSE IT IS NOW KNOWN THAT ME MULLION WILL ADD 2- TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"W-2-44. NOT IT AS PREVIOUSLY
ASSUMED. VERIFY THAT ME DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY OS REDUCED TO MANTAN
ME 77 DIMENSION (354W.35�IX-21731.
2) USE TAKE 12B TO FIND ME MCHOR TYPE, MCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME THE POURED
...... — , 1. ... �. .� WTHIN WE 8'. WE MUST BE TAXER TO MAINTAIN ME FASTENERS EDGE DISTANCE.
EDGE DISTANCE OF 2-1� GIVES AN MCHOR CAPACITY OF
LBS.
BECAUSE THE VERTICAL MULL WILL BE A r X r X.25W MULLION. IN THIS EXAMPLE WE WILL MATCH ME HORZCRTALMD VERTICAL MUUJONS, ALTERNMVELY. MOTHER
MULLIONTYPEWUMSECHOSEN.
1) THE MULLION LENGTH IS W MO THE OPENING HEIGHT IS 32.7T'V -106'. REFERENCING SHEET 25. THE COLUMN USING LOADING MAY 82
USED. FROM TABLE 12& SHEET 16. THE 2- X 4- X.260- MULLION I@ LENGTH . 42'. OPENING HEIGHT - 1201 HAS A DESIGN PRESSURE OF 41-170A PSF MICH EXCEEDS ME
REQUIREMENTS FOR THE OPENING MD MAY BE USED IN THIS APPLICATION. NOTE THE MCHOR CAPACITY REQUIRED OF 91 LBS.
2) USE TABLE 12B TO FIND ME ANCHOR TYPE ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE� ASSUMEME CMU "US ARE 8-
WDE. IF THE MULLION CUP WERE TO BE CMTERED WITHIN ME 8'. WE MUST BE TAXEN To MMWAN THE FASTENERS EDGE DISTMCE. USING � VS MGM CUP$ WITH
(4)3MW ULTRACON ANCHORS ATAN EDGE DISTMCE OF V GIVES ANMCHOR CAPACITY OF 040 LBSWHiCH IS GPEATER.Mo T14EMPORE SUITAME. FORTHE REQUIRED
ANCHOR CAPACITY OF 621 LBS.
4) FOR ME U-CUP IN THE HORIWNTAL MULLION TO VERTICAL MULLION. USE THE SAME MCHOR CAPACITY OF 521 MS. TABLE 12B FOR THE U4UP SHOWS ME ANCHOR
CAPACITY IS 1074 USS WHEN USING 3 MCHORS. WHIM IS GREATER. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LESS. THE
FROM THE ABOVE STEPS. OUR MUU.ION DESIGN PRESSURE IS
.1-64.7 PSF FROM THE VERTICAL MULLION'.
.j.17o.a POP FROM THE 3W HGRUONTA. MULLION ATtACHNG TO CMU:
-1-170.0 PSF FROM THE 3V HOPAZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTIONO.
WE LOWEST DESIGN PRESSURE IS .164.7 POP AND MUM "My TO ALL OF WE MULUONL
VERIFY THE DESIGN PRESSURE or THE 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 WE FENESTRATION PrODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUILLION
. Ira-02)
", UNIV Afl, '11,
w..53705
j6
S WE Or.
P Uo�
A. LYNN MIULER. I
FL P.EA 68705
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