HomeMy WebLinkAboutNOAMIAMMMADE
Em
SCANNED
BY
St. Lucie County
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DPVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
I 1805 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 tile 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 (AHS).
This NOA shall not be valid after the expiration date stated below. The Miarni-Dade County Product Control
Section (in Miami -Dade County) andfor 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 firils 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
Sectionthat this product ormaterial fidisto 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: DrawingNo. MD-SI1200-01, titled "Single Hung Window Installation"
sheets I through 8 of 8, dated 05111/11, with revision C dated 04=/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.
AIISSILE hIPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state,
modellseries, 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 Nfiamd-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature- If any portion of the NCA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at thejob site at the request of the Building Official.
This NOA revises and renews NOA# 15-0528.22 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.
Y61,0110
/7/0-
ST, LUCiE COUNTY IPD Wb"ION
REVIEWED FOR
REVU? VRD RY
DATE;�,&�
PLANS AN91FERN1TI MU I Kip I OR'TOB
OR NO LNSPECTIONNVILLBF MADE'
NOA No. 16-0505.02
EXII.
nation Date. September 01, 2021
Approval Date. June 16,2016
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614. 01)
2. Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets 1
through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifbrni Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-6479, specimens 1 thru 26, dated 03128/11, signed and sealed by Marlin D.
Brinson, P.E. (Submitted under NOA No. 11-0614. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E- (Submitted underprevious NOA No. 15-0528.22)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5' Edition (2014), dated May
2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung Window - N.L, approved on 08/06/15 and expiring
on 09/01/16.
��rme' r% P.E.
,.nt, xa
Product I E mer
' 6- 5.02
NOANoa
Expiration Date: September 01,2021
Approval Date: June 16,2016
GENERAL NOTES: SERIES 200 NI �'APACT SINGLE HUNG WINDOW
I) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN VIAND -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 S. SHEET 4. ALL WOOD BUCKS LESS THAN
1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-ilr THICK OR GREATEP, IX 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. NARROWJOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
-SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. THE 1.6 LOAD DURA71ON 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 FLORI DA BUILD ING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6479; ELCO U LTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
40DI SERIES (FIN FRAME).
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3.
WIDTH WIDTH
HEIGHT HEI HT
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INSTALLATION DETAILS FCI.�'.'IN FRAMES EDGE
TYP. ANCHOR TYPE. EMBEDMENT AND DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6. THIS SHEET
INSTALLATION WOOD. SEE NOTE 2, THIS SHEET 2X WOOD,
EMBEDMENT EMBEDMENT SEE NOTE 2,
OPTION 5 1 1 THIS SHEET
CURVED HEADER EDGE EDGE 2X WOOD,
INSTALLATION DISTMANCE DISTVCEL SEE NOTE 2,
ANCHOR(SCREV <= THIS SHEET
THROUGH THE PI n
ANC:DGE
DISTANG
EMBEDMENT
114"MAXSHIMJ MAX SHIMJ
TYP, ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE 4 TYP. ANCHOR TYPE,
PER SUBSTRATE, EM13EDMENT AND EDGE
SEE TABLE 6, THIS DISTANCE PER SUBSTRATE, INSTP
SHEET. SEE TABLE 6, THIS SHEE r.
VISIBLE 1 36 INSTALLATION Itis-T,
I HT I OPTION E ANCHC
IG 1 61 30 STRAIGHT HEADER
I INSTALLATION ANCHOR THROU
29 (SCREW) THROUGH THE FIN
41
DADE API
8 VERTIC,
EXTERIOR INSTALLATION llw�
2-751" USE EITHER OPTION 7 PROPEW1
BUCK LATCH (# 29) OR INSTALLATION
HEIGHT BOTTOM LOCK ANCHOR (SCREW) 1/4"MA)CSHIM
(#11).TESTED THROUGH THE FIN
37 UNITLOCATION:
6-5/8"FROM
64 VENT END. #10 STEEL
SELF -DRILLING TABLE 6:
VISIBLE SMS (05)
UGHT 7
HEIGHT 36
2-1/Z
EXTERIOR 2-11T x
2-112"
43
2.254' 31 20 ALUMINUMISTEEL FRAMING OR STEEL #10 Ste
STUD. SEE SUBSTRATE PROPERTIES,
5 NOTES TABLE 6, THIS SHEET-
114'MAXSHIM 1) USE ONLY SUBSTRATE MIMIMU
APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET.
TYP. ANCHOR TYPE. FOLLOW EMBEDMENT AND EDGE
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY
DISTANCE PER SUBSTRATF,-\� DISTANCE INSTALLATION OPTION SHOWN
SEE TABLE 6,71HIS SHEET . MAY BE USED ON ANY SIDE OF THE
EDGE WINDOW. OR BUCK,
DISTANCE
INSTALLATION 2) 2X WOOD FRAMING
OPTION 6 1-112* THICK OR GREATER.
INSTALLATION ANCHOR
EMBEDMENT
2X WOOD, SEE NOTE 2, THIS SHEET
(NAIL) THROUGH THE FIN 3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
' n,a,.
OPENING) IS MEASURED FROM
A. E PE.
VERTICAL SECTION D-D BEADING TO BEADING. P.E.# 58705
TABLE 7:
Anchor Quantities Required, Flange Frame
M"Inuan
Window
Suh HoW
(see Figure A, this sheat)
Maidurian Wedow Width'
26-1/r
33"
1 37" 1
41-
Group Al
Group BIGmup
C
Gmup Al
Group B
Group CI
Grow A
Group 8
Group CI
Group A[Gmup
Bi
Group
Group A
G p B
Gra C
Group A
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2 1
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2 1
22
2
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2
3-1-
undei-18-9116'
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2
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2
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15-718' M 19-3116"
2
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1 2
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38-W
19-1/4(Equal Ute)
2
2
_L
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
2
3
3
2
2
2
2
3
3
3
over 19-114"
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
3
2
3
2
4
2
3
2
3
2
2
4 1
2
under le-wis.
2
2
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
3
2
2
3
2
4
2
4
2
3
2
4
2 1
4
thm 22-11z�
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
3
2
2
3
2
4
3
3
2
3
3
2
3
3
3
45*
22-911W (Equal Ule)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
2
3
3
3
over,22V16"
2
2
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
2
3
2
4
2
under20-118'
2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
4
2
3
3
2
4
2
F4
zi-lis* thru 24-irz 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
413
3
2
3
2
4
3
3
2
3
2
4
—3
-3
-3
49'
24-911e' (Equal Uta)
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
aver24-9i'16'
2
2
1 2
21
2
2
2
3
2
3
2
3
2
4
2
3
2
1 3
2
4
2
4
2.
3
2
4
2
4
2
2
F
3
2
4
1 2
under2O-l3tl(r
3
2
2
2
2
2
3
2
3
2
3
2
4
2
4
2
3
1 2
1 4
2
4
2
3
2
4
2
4
2
3
3
2
4
2
1 4
120-i3ria- thre 25-a/16- 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
1 4
3
3
1 2
1 3
2
1 4
1 31
3
50-SW
�"-)
�.=25WEe'r-L
2
1
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
2
3
3
3
313
3
3
3
3
IF
2
3
2
2
2
2
—
2
3
2
3
2
3
2
4
2
4
2
3
2
4
2
4
2
2
3
2
4
2
4
2
3
2
4
2
under24-15119'
3
313
3
3
3
4
3
3
3
3
3
4
3
4
3
3
3
4
3
4
3
3
3
3
4
3
4
3
3
3
5
31
34.15116"ihm 30-11Z 3
2
2�1
2
2
2
2
3
2
3
2
1 2
2
3
2
3
2
3
2
4
3
3
—
2
—
3
3
2
—
4
3
[ 4 —
3
3
2
4
_1_�3
all
30�9116` (Equal Uta)
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3T3
3
3
3
3
3
3
ovar3l)-9116'
2
312
2
2
2
2
3k
3
2
2.2
4
2
3
2
3
2
4
2
3
2
3
3
412
4
2
3
3
_4
2
under 25-314"
—2-73
—2
—3
—2
4
2
1 3
2
3
2
1 4
2
3
2
3
2
4
2
4
2
3
2
4
1 2
1 4
2
3
2
5
2
4
BY
Z�We thm 31-1/r 3
31,9/16' (Equal Ute)
2
2
-2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
2
2
2
2
2
3
3
2
3
3
3
2
3
2
2
2
2
4
3
3
3
3
3
2
3
3
2
2
2
4
3
3
3
3
3
3
3
3
3
2
3
4
3
3
3
4 .
3
ow3l-WIW
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
under 29-3/4'
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
29-3/4, thru 3s-lre 3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
42
3
1
3
2
3
4
3
3
2
3
2
3
2
4
3
3
73"
36-9116' (Equal Lire)
2
2
2
2
2
12::
2
2
�?2
2
2
2
2
2
2
2
2
2�
M23
3
3
3
2
2
3
313
over 36-SMS"
2
2
2
2
2
2
2
2
3
2
—:K]:-2F373
2
322333322333
undeir 31-W4'
3
2
3
2
3
2
3
213
2
3
2
3
2
3
2
3
2
1 3
1 2
3
2
3
2
4
2
3
2
3
2
4
2
4
7V
31-ahr thru 39' 3
3
2
3
2
3
2
3
2
3
2
3
2
3
2
2
3
1 2
1 3
1 2
3
2
3
2
3
2
3
2
3
2
3
3
3
39-1119'(Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
---T--F3
2
2
2
3
F
2
2
2
2
3
3
3
�FROM
EAM
Tip-to-tIp dimensions lbr flange windows shown. For buck dimensions, subtract 1'.
Overall sash height. For clear daylight height, subtract 3-9/16".
Size range includes the standard Pro -View (3-over-2 configuration) for the given Window Height.
"MFr refers to "Meeting Rail'.
For overall sash width, subtract 2-15/16" from the buck dimension.
WINDOW HEIGHT- SASH HEIGHT CANNOT EXCEED 53".
1) USE THIS TA13LE FOR ALL FLANGED WINDOWS PER THE ELEVATION
ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP.
2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1.
3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WDTH
OR HEIGHT DIMENSION SHOWN ON TRE TABLE.
4) REFER TO TA13LE 5. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
W
R
TH
T
Item
#
PGT
Dwg. # I
PGT Part #
Description
I
2703E
62703EW
Flange Frame Head
2
2751B
62751BW
Flange Frame Sill
3
2781
62781W
Flange Frame Jamb
4
2713
52713SW
Integral Fin Frame Head
5
2714E
62714EW
Integral Fin Frame Sill
6
2782
62782W
Integral Fin Frame Jamb
7
2706
62706DW
Sash Bottom Rail
8
2707
62707CW
Sash Top Rail
9
2739
62739W
F�ed Meeting Rail
10
2709
62709CW
Sash Side Rail
11
2740B
742740AW
Sash Bottom Lock
12
2785
62765W
Sash Stop
13
134
66615
jAddon Flange
20
1226
61226DW
IV!nyl Bulb, Flex PVC 70
21
1662C
71662CW
Head/Sill Gasket, Polyet helyne
22
1270
7PAD1 18
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
Vert per Size
Balance
28
2711
4280OW
ISash Cam, Nylon
29
1096
71096W
Sweep Latch, Znc
30
1016
7858WW
1#8 X.625 Ph. Fl. SMS Latch Screws
31
1 1267
71267N
Isetting Block 1/8" x 1/2" x 1', EPDM
32
See
Sheet
7 for
Materials
Kommerling 4SG
TPS Spacer System
33
Quanex Super Spacer nXT with Hot Melt Butyl
34
Quanex Duraseal
35
Cardinal )L Edge Spacer
36
Sash Bottom Lock Spring
37
Screen Cloth, Fiberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
1625
61625B
Glass Bead (118" Glass)
41
2719
6271 9B
Glass Bead (3116u Glass)
42
1263
61263B
Glass Bead (114" Glass)
43
1253
6VT48B
Glass Bead (I.G.)
50
781PQA
#8 X 1" QUAD Pn SMS
51
781 PS7X
#8 X I " Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
78ILHPQA
#8-15 x 1 LH Twinfast Screw Zinc
53
1186
781LHPQX
#8-15 x 1 LH Twinfest Screw Zinc (S.S.)
64
78XlPFTFUA
#8 X V Ph FI u/cut S MS
55
78XIFPAX
#8 X I" Ph FI - Stainless Steel
60
`1/8" Annealed or Tempered Glass
61
3/16" Annealed or Tempered Glass
62
114" Annealed or Tempered Glass
63
1/8"- 1/40 Air - 118" An. or Temp. I.G.
64
118"- 3116" Air - 3/16" An. or Temp. I.G.
2.000'
Z. 00.1
.062T' .5
.500,
'9C'0
--T .050,
.869"
.0162" .062-
.5-T00--
FLANGE FRAME HEAD
6063-T6 ALUMINUM
C2
2,056" 3,225"
.0
2,000"
=7
.975-7 0"
1. 975,
'050,
.000"
.056' -
INTEGRAL FIN FRAME SILL
6D63-T6 ALUMINUM
2
.062"
062"
1.582'
.062' -W .050"
uio- .926-
GFIXED MEETING RAIL SASH SIC
) 6063-T6 ALUMINUM 6063-T6 A
',�, 1, � ymf'! 'L", . . V //
� .. . ..... :.1 Ze—
()r� Pj.,
L'Y'AWM(11 RE
RES 58705
�3
ZiCANNED
BY
�t- Lucie County
MIAMI- MIAW-DADE 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) �.minmldade.govfeeonomv
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 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 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 DOCUNENT: Draliving No. 6300JR, titled "Impact -Resistant Aluminum Tube MullionsP,
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and seated by Anthony Lynn Miller, P.R., 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.
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. i Misuse of this NOA as an endorsement
of any produc% for sales, advert4ing 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.
ADVEliTISEMENT: 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 it the job site at the request of the Building Official.
This NOA revises and renews NOA# 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-VADE COU ExpirationDate: May26,2021
�Fnvgwmi� /1116 Approval Date: April 14 2016
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBA41TTED
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
Ahrough 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 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, 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 5111 Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Auffiony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
DVRV1 3 CKV611W, �N
1. None.
E-1
Manue e7� P.E.
Product Cont ol aminer
NOA N . -0218.03
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
'TGT" Clipped E xtruded Aluminum Tube Mullion — L.M.I., approved on
02/12115 and expiring on 05126/16.
4aluel
Produet�Caatr,6 atiner
NOANo. -0218 ' 03
Expiration Date: May 26,2021
Approval Date: April 14 2016
B-2
DETAILA:
MULLION TO 2X WOOD BUCK
ORWOODFRAMING
(OFFSET CLIP SHOWN)
GTHIO�t
TAN..
mmmm
CIVIdNYBE
WSTA�vy
A
4
4
EXTERJOR 4
lYP.AACHOR
PERSUBSTRATE,
SEETAS�wffi
Suc
Syc
SEE
FRONT VIEW
mulmw
SE48IIEUTS
UWAVONS
D
20-14AXFOR
Am 2ML'
ALL MUIONS
SIDE VIEW
INSTALLATION NOTES,�
1) ANCHOR EMBEDMENT TO ME MATERIAL SHALL BE BEYONDWALL DRESSING ORSTUCCO.
2) QUANTITY OF ANCHORS AND MULUON SIM SHOWN ABOVE � FOR PICTORIAL REPRESENTATION
ONLY, BECAUSLTHE ANCHOR CAtPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS XD. 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 0. SHEETS. �
5) FOR lAkSONRY APPLICATIONS IN MIAWDADE COUNTY. USE ONLY MMI-DADE COUNTYAPPROVED
aCOLILTRACONORELCOINS.S.AGGREGATORMASONRYMCHORS.
DETAIL B:
MULLION ATTACHED TO IX
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
14
EXTERIOR
EMS
DiSTA!5 .4
TMANCHOR
polummul
SuTmIxSI�Iw
SUCICSTRIP
mo
AVACHMENT
VoThm.
4,
M2.?I(SICM�EORWU
FRONT VIEW
SIDE VIEW
E ERNE
JE� __
ST
CLIPMYBE
INSTAUMSY
NS. $8705
A. LY1
FL
SUITABLE FOML LOCATIONS REQUIRING
NON.IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE ==IA
MULLIONS
OA
L--N-H-M- 8 Z�IW3
L
/// I I I ///
L T
/S�o
LB
m
E
.T.
.. j
UR4GTH
ADDITICNA� EXAMPLES OF MUM CONFIGURATIONS:
-1 m"
�GD, I —
ME
L n"' T
SINGLEMUWON SINGLE MULLION
sSB CORBisPomm DETMLS MULTIPLE MULLIONS
MMF*URF I �M
DA
MEGIT[M
R SUBBO
D
-2014 FLORIDA SUII No H EDITION
-ANSI/AF&PA N�,' FOR WOOD C NSTRUCTION
I 'SYRUCYO'
.... 7
.ALUMINUM DESIGN MMEALWADMI
4
I
1) DETAILS SHOWN ARE FORTHEMUMION ONLY. ANCHORS SHOWN ARE INADDMON TO ANYANCHORS REQUIRED FORMS
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER MR THE BEST INSTALLATION METHOD. OPTIONAL IX OR M WOOD BUCKS IF USED.
MUST BE ANCHORED PROPERLY To TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS 'FREE-FLOATINU'MD DO NOT N EED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A CAP OF MORE THAN 1W FROM ME CLIP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME WNDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN Ul 80. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENnRE 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 DETEI'tMWE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS. CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING ME DESIGN PRESSURE AND ANCHORAGE TABLES. WE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR SIM IN THE MULLION TABLM, ALWAYS ROUND UP TO ME NEXT SIM SHCW4 ON ME TABLE(S).
7% AM�W�P �AMUPNT 10 A�B M�TFRIAL SHALL BE BEYOND WALL D�WG OR STUCCO. WOOD SUCKS BY OTHERS. MUST
S) REFERENCE MST REPORTS: FIL-043I EUCO UTRNCOWAGGREGATOR NON$
9) MULUONS AND CLIPS HAVE SEEN DSSIGNED A TESTED TO COMPLY WITH THE REGURGAENTS OF ME FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON.JMPACT APPLICATIONS. MULLIONS ME ONLY TO BE USED WITH
POT�APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVAL&
10) MULLIONS ARE IN COMPLIANCE FOR USE N THE HVHZ.
1j) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPEI,IING
WIDTH(HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
INSTRUCTIONS,
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE T14AT WILL FIT THE DEPTH OF THE FENESTRATION PRoDucrs FRAME DEPTH.
3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR -TRLANGULARTRAPEZOIDAV.
THE CHOSEN
GMERN. NO`RiS---.----....-.- I
INSTRU01014S.- ........... . .
2
2
INSTNUL�TIONNOD�S.---I?
MULL TO MION RY ..... .......... 3
MUMT06TULMD . ..... . —.3
MULTOMULL ---------- —.--3
MCHORSPECS ......... ........ 3
SHEETS 5 THROUGH RO RESPECTIVELY, USING
NNING VERTICALLY OR HORIZONTALLY). THE
NENT RBSFM FOR THE OPENING OBTAINED N
6)FROMTHESAMETABLEUSMINSTU4)ABOVF FIND THE VALUE IN THE NEXTCOUJMN ANCHOR CAPACITY REQUIRED (LBSL THIS VALUE
REPRESENTS THEWINDLOAD TRANSFERREDTO THE SUBSTRATE BYT14E ANCHORS AND 9USTBE —METTOA�AN THEFULL MILLION CAPACITY.
0) FROM THEANCHOR GAPACITYMS) TABLE ON THE SAVE SHEETAND USING YOUR ACTUAL SUBSTRATECONDITION (MULTIPLE
ANCHORJSUBSTRATFJANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN ANDVERIFY THATTHE REQUIRED ANCHOR
CAPACITY IS MET.
7) IFME MULLION CAPAUTY LLBPMCBTAINED IN THETABLE IS HIGHER THAN THE DE91GN PRESS R�RCI' (LMM FORMS
TrL'WE �! 'CH
OPMING. YOU MAY USE THEANCHOR CAPACITY ADJUSTMENT MMUW TO OBTAIN A .1 . T —M MIS
VALUEA LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FORMS SAME SUBSTRATE
8) VERIFY : DESIGN PRESSURE RATING (LOSM FOR THE FENESTRATION PRODUCT TO BE USEDAND OOMPAREWITH THE FINAL MULLION
CAPACITY S�l OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SIAU.APPLY FOR THE ENTIRE MUUED FENESTRATION
�RODUCT Jh"Ly.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
LYNN
N 0. 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
.T=
�IAJLL
CUpmAYw
MTA�011Y
EXTERIOR
FRONT VIEW
%r
MINITOICONCRETEOR�
SIDEVIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHAUL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN MOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A,O, EITHER THE STANDARO OR INTERIOR CLIP MAY BE USED,
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEMEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL. SEE DETAIL r. SHEET &
5) FOR MASONRY APPLICATIONS IN MAMI-OADE COUNTY, USE ONLY MIAMMADE COUNTY APPROVED
�CG ULTRACON OR ELCO 1/4' B.S. AGGRE�TOR MASONRY ANCHORS.
T"8 T 8
1. � rOF A
Rw�
�.Kff�
AWNEUSEDFOR
W�FRWETYPM.
FIR iNTVIEW
EXTERIOR
DETAIL E;
MULLION TO MULLION
INTERSECTION
(U-CLIP)
NOMS,
1) MAY BE INSTALLED IN 'TEVOR�CROSS'
INTERSECTIONS.
2) MAY BE INSTALLED HORMNTMY
(SHOWN)ORVERTICAMY.
3) SEE U�CUP DRAWINGS. SHEETS 2145
TOP VIEW
FORCORRESPONDINGMMUON.
FRO14T VIEW
DETAIL D'.
MULLION ATTACHED TO
STEELSTUD
(STANDARD CUP SH
NOTES:
1) FOR V WOOGBACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS �20. FOR QUANTITY OF SCREW&
EMS
WST�
SSETML�
MISS
SIDE VIEW
SIDE VIEW
: : N.. 'e�105
FL
III
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SWEETS2MO 3 FCR WST&JARM
TOSPEX19camsTmim.
EXIEFIXIR
(D
NOTES FOR INSTALLNTION OPTIONS R
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2V X2.1 V X.12W MULLION.
2) SEE TABLES ISAM FOR ANCHOR QUANTITIES AND SHEETS 2143 FOR ROLE LOCATIONS.
3) THE M5 CUP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULUON INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
NOTES FOR INSTALLATION OPTION 0 & Hl
1) USE 2 ANGLE CLIPS PER MULLION MD. CLIPS MUST BE INSERTED INSIDE OF MUU-0N.
2) DETAIL 6: SEE TABLES IB-14B FOR ANCHOR QUANTITIESAND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAILK SEE TABLES 15B OR JOB FOR ANCHOR QUANTMES AND SWETV FOR ROLE
LOCATIONS.
,,0 IYNN 41,Z
TABLE 1A
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FIGURE I; IG R LE NO�
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION MErHODS.
FIGURE 3:
1 0 0 i 0 1
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 4: FIGURES: FIGURES:
Fool ff;�] U:��
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MU.UON CLIPS SHOWN ARE NOT To SCALE FOR �TDIMENSIONS, SEE SHEET82143.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES S14OW SUGGESTED, APPROAMATE HOLE LOCATIONS.
4) SUBSTRA70: CONCRETE SHALL. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-F1U-EO
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C�%, MOD SHALL. BE PREMURE�TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 606�TIII AND BE A MINIMUM OF.125-
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04V THICK (18 GAUGE). STRUCTURAL STEEL TO 05 AT
LEAST.12S' THICK AND AM. ALL ANCHORS INTO METAL SHALL EUEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 010 & M2 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S, OR 410 5.8,
BE
.ANCHOR CAP... I
\3NN
FL
ix2x.315
11
2B
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FiGUREI:
Is
FIGURE&
FIGURE2:
IFF --- 41 1111
TABLE NOTES,
1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES ANDSHEET 25 FORINFORMATION ON LOADING.
SEE SHEETS 2.4 MR GENERAL INSTALLATION METHODS
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINGWOTHS 13ALLOWASM.
LUON AND LUON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DMENSIONS, SEE SHEETS 21-2&
HOMLUI E P= IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONSSHOWM ONSHEM21 23.
To,
1.0w
2.10
D7
By
Mi.1 rro�l
11
LYNN 41, ",,,
yze
FIGURES SHOW SUGGESTED. "PROXIMATE HOLE LOCATIONS.
"',CENSc`-..fp
ANGLE CLIP MUST BE USED IN PAIR&
4) SUBSTRATES; CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATION9. HOLLOW AND GROUT-Fa.UED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C40. WOOD SHALL BE PRESSURE -TREATED
z: No. 58705
FIGURE4;
FIGURE 5: FIGURE 6:
YELLOW SOUTHERN PINE WITH AN ED OF 0.55. ALUMINUM SHALL BE G�T`6MD BEAMINIMUM OF-12V
A MIMMUM GpADEMAND.04VIKIM(18�UGE).S-rRUOMRALSTaLM BEAT
I'XTX.3?FMMLION
'L cr..
THICI& STEEL STUDS TO BE
LFAST.125' THICKAND A36. ALLANC14ORS INTO METAL SMALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, IM B.S. OR 410 B.S.
-'0 it,
sc).- TC F 4U�
/()NAL
A. j�IlJN MIUM14, P.E�
FL P.Eig 68705
TABLE 3A
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NOTE! FORTHEOFFSET Wp. USE THE SAME ACKORPAT,,RAHUM�1,t.ESASTHt5IM� .1. U,�CIR�DVALUESAREWWIN�EE)�LEONS14EEr24.
FIGURE 1: FIGURE�.
Ill 1111 6110 0 1111 0 0
FIGURE&
1 0 11 0 0 1
ANGUE CLIP MUST BE USED IN PREIS.
FIGURE4: FIGURE 5: FIGURE 6:
m 11:;:�
TABLE NOTES,
11) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEl' 25 FOR INFORMATION ON LOADING -
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) UNEAR INTERPOLATION BETWEEN MUI-L LENGTHS ANCIOR OPENING WIDTHS IS ALLOWABI-11
3) MULLION AN D MUU-1ON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23
HOLES TO BE DRIU-ED IN THE FIELD FOLjOWING DIMENSIONAL REE5TRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATION&
4) SUBSTRATE& CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM To ASTM C-90I WOOD SHALL BE pRESSURE-TREATED
YELLOW SOUITIERN PINEWrrH AN SO OF 0.65. ALUMINUM SHALL BE 608�TS AND BEA MINIMUM OF-126.
TH)CK.STEEL STUDS TO BEA MINIMUM GRADZ 33 MD.OW THICK(18 GAUGE). STRUCTURAL STEELTO BEAT
LEAST.12S' THICK ANDA36. ALLANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND
THE MATERIAL 910 It 012 ANCHORS INTO WOOD MAYBE STEEL IN B.S. OR410 B.S.
.ANCHORCAP.-
1011 r"I'Mal".
NO. 18705 -..*
Mu[Hcn CapRolty Table (Obsfil')
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FIGURE 1: FIG RF2- TABLE NOTES:'
1S'EISE S EST OR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
'H U OR
`E EH 12'1'F GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FiGURE4: FIGURE& MURES:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SESSHEETS 21-21
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTPICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROAMATE HOLE LOCATIONS.
4) SUBSTRATES, CON CRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTIVI �9a WOOD SHALL BE PRESSURC-TREATED
YELLOW SOUTHERN PINE WITH AN So OF 0.65. allMINUM SHALL BE(5063�76ANO SEA MINIMUM OFAW
THICK. STEEL STUDS TO BEA MINIMUM GRADE MAND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.125- THICK ANDA36. ALLANCHORS INTO METAL SHALL �TENDAT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR410 S.S.
.AHCHORW.-
TABLE)OFTHESELEC
OAMINIMUMANCHOR
BE USED TO QUALHIFY
OPTIONS MOM THE
Bell,
I'X2.77X.05 MULLION
t�
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2) IJNENR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPETINGWIDTHS IS ALLOWASI-IL a. r
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AN SUE EIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES,
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES ANDSHEET25 FOR INFORMATION ON MADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION ME7HODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND AILIULION CUPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M.
HOLM TO BE DRILLED IN THE MELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES, CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FULUED
CONCRETE BLOCK UNIT (CMU) SMALL CONFORM TO ASTM �90. WOOD SMALL BE PRESSURt-TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SWLL BE Ol AND BE A MINIMUM OF.125-
THICK. STEEL STUDS M BE A MINIMUM GRADE 33 AND .046- THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT
LFASTA2V THICK AND AN. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHOR$ INTO WOOD MAY BE STEEL. 18 8 S.S. OR 410 B.S.
FORMULA
.ANCHOR
N'. r,8705
STANDARDCLIP
6wa-76ALUM.
I. xSECmON
126-
.376' 1 - 3.1�� CREATEFOLP.SEE MIN.
MII`L� 'DETAILF.SHEET4 11 1 --j
MIN.
I T A U-CLIP
......... ....... 6063-nALU
I TOP%Ew
M�
DIAMETEM'
STANDARD CLIP
603-TSALUM
TOWIEW
.376'
MIN.
B
OFFSET CLIP
6063-TSALUM.
TOPMEW
ANTER OF ANCHOR
UE MUST LIE
'1'T7."--1T1�H11TE DASHED
WUNDARYSEE
SHEIRTS647FORTHE
ANCHORO.C.
DHSTMCE�MAI(IMUM
ANCHORHOLE
DIWETER:ANCKOR
DIAMETER , 111W.
I-X2.7VX.GWMULLION
6063MALUM.
X-SECT(ON
M MOLE CLIP
&�TI$AUUIM.
ZO)O- *SECTION
...................
.37W MIN.--j 1--
M MGUE CUP
-E1T111FAN111"-UEM LIEWTHRITIE
VD AS
"HO"' Z�"FO'THE
A STANCE 'M UMANC..
HOLE DIAMETER: ANCHOR DIAMETER - III(r.
[M. I I —Dhanlwoh- —aI a)
PET Part 0
(Clipi
U-Clip IMBIGO11111
"X "'S' 5
=VX L(6')
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666113M
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666243M
6665ilM
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NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOI-LOWiNG DIMENSIONAL RESTRICTIONS G�N ON THIS SHEET.
2)SM SHEErS; &20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANG�Opl O.C. DISTANCE.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
TARLIF A
iMmonolon
Value (in)
For Mullion:
A
1.
I &5A
V X2' XA2S'
Alumlnum
Tube Mullion
c
0895
D
0.74)
A
B
1.125
--i.4-04
V Xr X.37W
Aluminum
Tube MullIon
D
0.490
A
' 2 5-
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B I
3
00
3 0
00
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0
0
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D
D
18
118
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.460 MIn.
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1.312
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0
0
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A
21DO0
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Tube Mull
B
21631
c
0.863
D
1.137
A
2.625
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Tube Mull
a
3.252
c
OW862
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14762
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1,813
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6W3-TSAUUM, 6063�" ALUM.
X-monom X-SECTION
3i
lea
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MULLION MULLION
8OW6ALUM. 6005-15AUUM.
X-65CTION X-SVCTION
.............. t ......................
.375' 3.12F
MIN.
i r ------- 11
.376'
MIN.
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DNMSIONAL RESTRICTIONS ONEN ON THIS SHEET.
2)SEE SHEETS 6-20 FORSUGGESTED. APPROMMATE HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS
STANDARD CLIP
G�TIIALUK
TONEW
OFFSETCUP
806�TSAUUM.
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I ALUM
80(]�T(l ALUM
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CENTER OF ANCHOR HOLE MUST US WIRUN THE
DASHED BOUNDARY. SEE WEETS 5-20FORTRE
ANCHOR O.C. DISTANCE �MJJMANCHCR
HOLE DAMMETER: ANCHOR D� - IAW-
CENTEROF
ANCKORHOI.5
MUST LIE WITHIN
THEDASHED
SOUNDARY.SEE
SHEETS&NFOR
THSANCHORO.C.
DISTANCE
MAXIMUM
ANCHORKOLE
DIAMETER�.
ANCHOR
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U,CUP
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TABLE D
M.11
(0.910)
PGTPodV
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Offocilcily
U4,IP
mol'ClIp
-owil-om
1, X� X.12V (10)
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01
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TABLE E
Mull Dimension
(shoot 0)
POT Parttl
1
1
Angie Clip
I
2'X4'X.25'(16)j
W602
666261M
666Z71M 8661SIVIVI
r XV X.25- (17)1
1 6685lull
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOVANG
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHE1iT.
2) SEE SHEETS 5-2D FOR SUGGESTED, APPROYJMATE
HOLE 1.0�11ONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
X,
f--2.000'----1
2'XWX.M'
MULLION
8063-TOALUIAL
X,SECTJON
STANDARCCUP
6011N76ALUM,
X-SECTION
CUTMERETO
3.W CREATE MIP.
It sEJ!DETA%F. .375'
I �- SHEET4 MIN.
Ir -------- -- A --- --------- I -T
3,431
-- --------
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—�Wod WP n�HFD AnUNDARY- SEE TOMEW
q—
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Ir CREXTEF�CLIP . 1 _.37T
SEE DETAR.F. f
urprA MIN.
--------
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---
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STANDARD CLIP
8ueoT6AUUM
TOP MEW
--I �—AW
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L I JIT
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5.438'
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ow" U
USED MR r X VMAULIUIU�El IT
Tv�
WANGI-ECUP
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No 58705
A. LYNN MICLER P.F
FL P.EJ 65705
EXAMPLE 11 SINGLE VERTICAL MILLION
No mic"onsHH"
i r
mumm
LENGTH
SEE
M'STRATION
DETAILS
PRODU
SHEETS
APPROVAL
N
MsliE
ETAIM
--
3r
AJLLiNDTH
.
EXAMPLE I- MULTIPLE MULUONS
ME BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE NNDGW FRAA9E DEPTH IS 24M. WE OPENING REQUIRES A DESIGN PRESSURE OF 460ANS0.0 PST.
ASSUMING THAT A I- WIDE MIJWON IS SUITABLE.THE MULLION LENGTH IS 7r AND ME OPENING WIDTH IS 32'-32-1- �. REFERENCING SHEET ". ME COIJUMN USING
1) INITIALLY
RECTANOUILAFt LOADING MST BE USED. SCAN ME MULLION TABLES FOR A MUUION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-19' AND WILL MEET OR EXCEEME REQUIRED
DESIGN PRESSURE OF n.01 0.0 PST. IF THE TABLE DOES NOT SHOW THE EMT SIZE, USE THE NEXT LARGER SIZE AVAII-ABI.E.
FROM TABLE M, SHEET 7. ME V X 2.77 X.375' MULUON (LENGTH - 72. OPENING WIDTH . W) MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS 41383 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TARM 4A. SHEET 8, THE V X 2.75- X.850- MULUON (LENGTH - 7r, OPENING WIDTH - 7W) HAS A DESIGN PRESSURE OF q-72.7 PST MICH EXCEIMS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAP=TY REQUIRED OF US LBS.
2) USE TABLE 49 TO FIND ME ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 012 ANCHORS ANDTHEM
Is
-ST
ANGLE CLIPS NTH (4) 012 ANCHORS HAVE A CAPACITY OF US LBS. THOUGH EITHER ONE CCUM BE USED. THE STMOARD CUP IS EASIER TO DISTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULUON SYSTEK ME LOWER DESIGN PRESSURE, OF MILLIONS OR FENESTRATION PRODUCTS. Wa
0
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES MAT THE SOM ME MILLION AND THE FENESTRATION PRODUCT BE 14STALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MMION.
of
IN THIS EKNIMPLE, THE DESIGN PRESSURE REQUIRED WAS -1-MO POP. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE TILT PSF WMIAN ANCHOR CAPACITY OF US LBS. &TERNIATIVELY.
III
SO
ME ANCHOR CAPACITY ADJUSTMENT FORMULA MUM MW BEEN USED TO CALCULATE THE ANCHOR CAPA�" REQUIRED FOR ME EXACT DESIGN PRESSURE OF 0 PSF-
ULM
(60 PSF) X ( b'1OUSS ).524.9LBS ("YOE USED TOQUAUFYO 10 STEEL SCREWSFROMTABLE40)
7 PIF
n
THE BUILDING SUBSTRATE IS KNOMJ TO BE CMU ON THE JAMOS AND USES A CONCRETE HEADER AND BILL.
DESIGN PRESSURE OF .50.01-55.0 PER
IS 2,Vr. THE OPENING REQUIRES A
FOR THE VERTICAL MULLION,
1) INITIALLYASSUMNOTHATA I -WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS 3�7r.I--105- AND ME OPENING WIDTH IS -73'. REFERENCING SHEETZ.
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SOON THE MULLION TABLES FORA MULLION THATIS ATILEASTME WNDOWFRAMEDEPTH OF 2�AND WILL
WET OR EXCEED ME REQUIRED DESIGN PRESSURE OF -SO.W-55.0 POP. IF ME TABLE DOES NOTSHOW THE EXACT Sue, USE ME NEXT LARMIRSM AVAILABLE.
FROM TABLE 3A. SHEET 7.WE I- XZ75- X Mr MILLION (LENGTH . 10r. OPENNG WOM - SO-) MEETSTHE DEPTH REOUIRED. HOWEVER THE DESIGN PRESSURE IS.1-16.1 P15F
AND WOULD NOT BE SUITABLE FOR MISAPPLICATION.
FROM TABLE 12A. SHEET IS, ME 2- XV X.2W MULLION (LENGTH. lor. OpENING WIDTH -80-) HASADESIGN PRESSURE 017�/,SIJ PSFWHICH EXCEEDSTHE REQUIREMENTS
FOR THE OnNINOAND MY BE USED IN MIS APPLICAIRON. NOTEMEANCHOR CAPACITY REQUIRED OF 071 LOS.
BECAUSE IT IS NOWlKNOWN THAT ME MULLIONWILLADO r TOME WIDTH OF ME WILLED UW.THEADJUSTED OPENINGWIDM R33V�WQTv' NOTn-As PRWOUay
ASSUMED. VERIFY MAT ME DESIGN PRESSURE IS STILLAPPLICABLE FORTHE ADnSTED OPENING. ALTERNATIVELY, THEWNDOWNDTHS MAY K REDUCEDTO MAINTAIN
ME 7T DIMENSION (354W.35�1�-?n
EDGEDISTANCE.
USING THE STANDARD CLIP
THEREFORE SUITABLE. FOR
FOR THE HORIZONTA- MULUONS,
BEMUSE THE VERIRML MULL NU. BE A r X 4- X M� MUI.LION, IN MIS EXAMPLE WE WILL MATCH THE HORMONTAL AND VERTICAL MUULI�S, ALWNNABVEI�Y. MOTHER
MULLION TYPE GOULD BE CHOSEN.
1) ME MULUON LENGTH IS 3V AND ME OPENING HEIGHT IS 32-.7r.7 IOV. REFERENCING SHEET A THE COWMN USINGTRAPE2!OIDALTRIANGULAR LOADING MINY BE
USED. FROM TABLE 12& SHEET IS. ME r X e X � MMUON (6 LENGTH - M'. OPENING REGHT. 1201 HAS A DESIGN PRESSURE OF -M70b PSF MICH EXCEEDS ME
REQUIREMENTS FOR ME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 521 UBS.
2) USE TABLE US TO FIND ME ANCHOR TYPE. ANCHOR QUANTITY AND alp TYPE REQUIRED FOR ME CMU SUBSTRATE. IN THIS EXAMPLE� ASSUMETHE CMU �IAMBS ARE W
WIDE. IF ME MULUON CUP WERE TO BE CENTERED WITHIN ME a-, CARE MUST BE TMEH To WHIM ME FASTENERS EDGE DISTANGE. U&NO ME ISIS MGM CUPS WITH
(4) MW Ul.1RAMNMCHORS ATM EDGE DISTANCE OF I- GIVES AN ANCHOR WnITY OPUS MONSON IS �TEFLANDMIEREFORESUITABUE, FOR ME REQUIRED
ANCHOR CAPACITY OF U1 UBS.
4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MILLION, USE ME SAM5MCHOR CAPAcn-YOF U1 LOS.TABM 12B FORTHEU�CUP SHOWSMEANCHOR
CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS. WHICH IS GREATER. AND THEREFORE SUITABLE. FORTHIE REQUIRED ANCHORCAPACITYREQUIREMENTOF621 I.M.THE
ANCHORTYPE ISA012STEE]. SCREW.
FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS.
.1-64.7 PSF FROM ME VERTICAL MULLION'.
./.I 70A POP FROM THE ag, HORIZONTAL MULLION ATTACHING TO CMU:
-1-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTIO4
ME LOWEST DESIGN PRESSUREM 46WIJ PSF AND WOULD APPLY TO ALL OF ME MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED NTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR TEHESTRATiON
PRODUCTS. WLl. "FLY To ME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND ME FENESTRATION PRODUCT BE INSTALLED N
ACCORDANCE WITH ME INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESMAHON PRODUCTS To MULLION.
1 lu-
tof ... 9
. "9/ON.
k ON mfu - P.E.
FL P.EA 68705
Oil,
,
. . . I N
110
mool
WADING OFVERTCAL MULLION LOADINGOFVERVCALMULUON
SJLLOFWNDOWSNOTANCHORED WITHINTERSECTINCHORIZONTALMULLIONS
EXAMPLES OF TRAPEZOIDAI-TRIANGULAR LOADING,
LOAMNO OF WOROONTAL MIJILLION
V4444
f
t=L=jl
--t
I
-
LOADING OFVERTICAL MULUON LOADINGOFHORE ILUON
[LLOFWNDOWSNOTANCHORED NTH INTERSECTING Tl !UMULUON
ooiol0000, F1'l'll
mom
'o,j -1
PW Pw
LOADING OF VERTICAL MUU.ION LOAD NO OF VERTICAL MULLION
PANELOF HINGED DOOR IS NOTCAP7UREDORANCHORED NTH INTERSECTING HORIZONTAI M 111 IONS
U0ADINGOFVERTiCAL
MULLION
; OF HORIZONTP
MUwON
rl
bil
0
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0
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... 'ZONTAL
MULLI IN
NOTES,
�IkGDUCTIISVISED
i)ORAWNGSARE
REREVENTATIONSOFTYPICAL,
N
CO FIGURATIONS.
idi
EX li�20'rl
OONMURAT[ONSNOTSHOWN
Sy�
MY BE EXTRAPOLATED FROM
Mi.
THOSE SHOWN,
2) IF THE LOADING TYPE CANNOT
BE DETERMINED, USE
.......
RECTANGULAR LOADING.
3) SEE PRODUCTS' APPROVAL FOR
N'. 50'far'
ACTUALANCHORLOCATIONS,