HomeMy WebLinkAboutNOAM®DAM
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE
PGT Industries
1070 Technology Drive
North Venice, FL 34275
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Skeet, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
BY
St. Lucie County
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 PERA -
Product Control Section to be used in Miami Dade County and 'other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami DadeCounty) reserve the right
to have this product or material tested for quality assurance purposes. If th's ct or material fails to
perform in the accepted manner, the manufacturer will incur the expense ., . g and the AHJ may
immediately revoke, modify, or suspend the use of such product or 1 their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined t W a e County Product Control
Section that this product or material fails to meet the requof hcable building code.
This product is approved as described herein, and has been esi to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SH-200" Aluminum Si vmdow — N.I.
APPROVAL DOCUMENT: Drawing No. MD-SHM 1, titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05111 /1 I with revision A dated 10/10/11, prepared by manufacturer, signed
and Sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSRX IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERNHNATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,. Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 11-0614.01 and consists of this page I and evidence page E I, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
14 MMADE GOUM M NOA No.11-1013.12
Expiration Date: September 01, 2016
Approval Date: December 08, 2011
Page 1
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INSTALLATION DETAILS FOR FLANGE.FRAMES
NOTE 2, THIS SHEET.
1H86•
VISIBLE
LIGHT
HEIGHT
BUCK EXTL•RIO
GHT
I
EMBEDMENT
—LIAM MAX
SHIM
TYP. ANCHOR TYPE,
EMSEDMENTAND
EDGE DISTANCE
PER SUBSTRATE,
SEETABLEB.THIS
SHEET.
CONCRETE/CMU CONCRETEICMU
OPTIONALADDON O EMBEDMENT
19
PERANCHOR PERANCHOR
PEQDIREMENT REQUIREMENT
i.
Typ, ANCHOR
FLANGE®HEAD,
SILLSJAMB9 '.
3
TYPE,
EMSEOMENTANI
/ 1/4•MAX 41 27
�;"
EDGE DISTANCE
EDGE
SHIM 12 61 70
�,•A
PERSUBSTRATE
DISTANCE 'l,
,e +,;.'.
,.
BEE TABLE B,
: '.'_ `
... ...
THISSHEET.
1M�MAX
SHIM
INSTALLATION
OPTION 1
STRAIGHT HEADER
INSTALLATION ONTO
WOOD 2X. NO ANCHORS
REQUIRED AT HEADER,
LSR
I USE EITHER
LATCH USE
INSTALLATION
ul
BOTTOM LOCK
OPTION
UMTLOCASTD
(MD' FROM
INSTALLATION
ANCHORS
TYP.ANCHOR
TYPE, .': f
EMBEDL ENT
AND EDGE
DISTANCEPER
SUBSTRATE, `
SEBTABLEO,
THIS SHEET.
INSTALLATION
OPTION 2
INSTALLATION
ANCHORS DIRECTLY
INTO MASONRY.
I10MAX.SHIM
DIRECTLY INTO
64 VENT END. METAL
VISIBLE 7 14\�-.U3,
LIGHT
HEIGHT 34 DADE APPROVED MULLION,
ALUMINUM, STEEL FRAMING OR EXTERIOR
11 STEEL8TUD.SEE SUBSTRATE n
v ., I EMBEDMENT
24 D18T1ANCE
43 84 EXTERIOR INSTALLATION
VISIBLE LIOHTMOTHOPTJO--
INSTALLATION , IUl
p
BUOX WIDTH THR N ON 1X B:i:R .' aIP
TIP•T0.TIP WIDTH INTO MASONRY.
HORIZONTAL SECTION A -A
TABLE a:
Anchor
Group
Anchor
Substrate
Min. Edge
Diaanas
Mtn,
Embedment
A
114.410 SS CMteFlex
UngroUted CMU, (ASTM CSD)
1"
1-w "
B
912 Steel SM6
screw tub
P.T. Southern PIN (SO • .6h)
8116"
13/8"
11041088 CreleFlex
Carl(mla. 3.3E Not)
V
1"
UnyWed CMU, (ASTM O-W
1.'V4"
1-1/4"
C
1/4" steel Ullmoon
P.T. 6oulham Plne Oe,65
1"
13/S"
Color. (mIn.2A ksp
1"
1.3r8"
Ungmuted CMU, (ABTM C-90)
1"
1.114"
• WMIMUM
OF 3 THREADS BEYOND
THE METAL SUBSTRATE.
Aluminum, f1083-Te min.
3/8°
1/8"'
Shot Stud, Or. 33 m1A
3r8°
0,0348 Ro Oa)'
A3B 8leel
3/B"
1I8"•
P.T. eouNam'P.me (90 e.E6)
T.
13lB"
PROPERTIES, TABLE S. THIS SHEET.
NOTES
43 1) USE ONLY SUBSTRATE-APPROPRIATS ANCHORS LISTED ON TABLE S OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
EGRESS FORMULAS
(EQUAL-LITE)
WIDTH: TIP-TINTIP WIDTH-4
HEIGHT: TIP•TO-TIP Mtm1rs • Bd/16'
VISIBLE LIGHT FORMULAS
(EQUAL-LITE)
WIDTH (SASH): VNI O•TIP WIDTH • 6.1HS
WIDTH (FULED): TiNTOMP MUM -4-
HEI OHP. (TIP -TO -TIP HEIGHT - 7.1/1 S-A
2.284• 31 20 —
2X WOOD 2) MASONRY ANCHORS MAY BE USED INTO WOOD A9 PER TABLE S, THIS SHEET. ALL WOOD SUOKS LESS THAN 1-112•THICKARE TO BE CONSIDERED 1X INSTALLATIONS.
SUCKSTRIF 2 1XWOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTEDASINARE1.1Q'THICKOROREATER. IXAND2XBUCKS
SEE NOTE 2, (WHEN USED) MALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCKDESION AND INSTALLATION 19 THE RESPONSIBILITY OPTHE PRODUCTREVL4BD
THIS SHEET. ENGINEER ORARCHITECTOP RECORD, mmmplyiokwSh Bro Parrs
Budd-.' Caddee
3)VISIBLE LIGHT MOTH OR HEIGHT (ALSO `` Yun� aeHea 6n polo Rafdam A.W No
REFERRED TORS DAYLIGSEATINHTOBEADI )IB �. pN,,......, Mi �, JJ 10/10/11 NO CHANGE
Data
MEASURED FROM BEADING TO BEADING. 1� LICENSE'��E.pDy
1M'MAX SHIM �* '• *% MM el': Dam RevtWm Mloml Pea um H
_ No. 68705
NOANCHORS IN
i., .". 1 .'.. ,. i•.'", CONCRETE PER - - p�r�tNm�m BF
REQUIRED IN .,:,1.,,5" Fr'•'.':'•' - -
FLANGE . '' • is ',: ,. ANCHOR :.G -
FRAMESILL ..!'.'"�•,..'.:: ,; REQUIREMENT :y,, JSTAOJ011 ;.'1�u FLANGE FRAME INSTALLATION DETAILS JROSOWSKI
i:.:` :t.. � .;'.'�1 ;. �' ''•. •r-LORIOP.••' \'_� 107 VENIHEOLVXYY4DRI TOw Dam
t�G ` P.O. BOX 162D SINGLE HUNG WINDOW INSTALLATION 05/1 1/11
VERTICAL SECTION 6-13 �NALWO NOKOMIS; FL 34274 sexes/uoaw sax: See.c Naamp No. Rev:
A LYP IA6 '1a ,PE �, OF AM. #29296 SH-200 TUTS 4 OF 8 MD-SH2O0-01 A
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION
2X Wool 6Ee NOTE 2, TMISSHEET
1 EMBEDMENT
OPTION 5
CURVEDHEADER EDGE
INSTALLATION D18TANCE
ANCHOR (SCREM STALLATION
EDGE
pl&TANCE
THROUGHTHEFIN
6DOE
DISTANCE
EDGE
1 DISTANCE
e
1A0V t
1_ L
VISIBLE
LIGHT
HEIGHT
BIBLE
i<i< LIGHT
HEIGHT
2.264"
SEE TABLE %THIS SHEET,
INSTALLATION
OPTION 6
INSTALLATIONANCHOR
(NAIL) THROUGH THE FIN
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE
TABLE 6, THIS SHEET
2XWOOD,
EMBEDMENT SEE NOTE 2,
THIS SHEET
2XWOOD,
BEE NOTE 2,
THIS SHEET
1/4"MA%BHIMJ IC` = 1/4"MAXSHIm
INSTALLATION
OPTION E
STRAIGHT HEADER
INSTALLATIONANCHOR
(SCREW) THROUGH THE FIN
INSTALLATION
OPTION 7
INSTALLATION
ANCHOR(SCREW) 1/4°MA%. BRIM
THROUGH THE FIN —L
d10 8TEEL
% v
EXTERIOR �. II
b sr. -]l[
20
ALUMINUM/STEEL FRAMING OR
STEEL
STUD. SEE SUBSTRATE PROPERTIES,
B
TABLE B, THIS SHEET.
NOTES
V4°MAX SHIM
1) USE ONLY SUBSTRATE
T—
1
APPROPRIATE ANCHORS LISTED
ON TABLE 80F THIS SHEET.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANYTANCE
jM'OleEDGE
INSTALLATION OPTION SHOWN
MAY BE USED ON ANY SIDE OF THE
—
EDGE
WINDOW.
-
DISTANCE
7'D
2) 2X WOOD FRAMING OR BUCK,
1-072" THICK OR GREATER.
0
— EMBEDMENT
!;
2XWOOD,SEE NOTE2,THISSHSET
3) VISIBLE UGHTWIDTH OR HEIGHT
(ALSO REFERRED TORS DAYLIGHT
_RTICAL
OPENING)18 MEASURED FROM
SECTION D-D
SSADINGTOBEADING.
L
EDGE
DISTANCE EDGE DISTANCE
V1 MAXSHIM
�-"— 114'MAX BRIM TYP,ANCHORTYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEEEE TABLE THIS THEFT.
HORIZONTAL SECTION C-C /-'�
INSTALLATION .tTI71111LELIGHTWIDTH
84
OPTION 6
INSTALLATION
ANCHOR(SCREW)
THROUGH THE FIN
K WIDTH —
MULLION SECTION
DADS APPROVED MULLION, MAYBE
VERTICAL OR HORIZONTAL. MAX.
1/4' SHIM. BEE SUBSTRATE
PROPERTIES, TABLE 6, THIS SHEET.
EXTERIOR Ii�
WITH FIN
REMOVED
TABLE 8:
_ EDGE
DISTANCE
2X WOOD, SEE
NOTE 2, THIS
SHEET
EMBEDMENT
INSTALLATION
OPTION 6
INSTALLATION ANCHO:. --
EXTERIOR (NAIL) THROUGH THE FIN
EGRESS FORMULAS
(EQUAL-LITE)
WIDTH: BUCK WIDTH-e'
HEIGHT: BUCK HEIGHTQ-0-13/16-
VISIBLE LIGHT FORMULAS
(EQUAL-LITEI
WIDTH (BASH): BUCK WIDTH.4-111W
WIDTH(F01ED): BUCK WIDTH -8'
HEIGHT: (BUCK HEIGHT - U-1/1 W) 12
Anchor
Substrate
Mln. Edge
Distance
Min.
Embedment
2-112" x .113"BoxNell
P.T. Southern Pine (SO • .BS)
1/2'
2.711B"
2-1/2"x.131"Common Nell
P.T. Southern Pine (SO -.S5)
0/16"
2.7/19'
2.1/2" x ,145" Roofing Nall
P.T. Southern PITS (SO • .55)
0/18"
2.7/18"
010 Steel BMS Screw (GB)
P.T. Southern Pine (SG -.55)
314"
1.318"
Aluminum, 5003-T5 thin.
3/B"
I&
Steal 8lud. Or. 33 min,
3/B"
0.036
A36 Steel
3/S"
118"
111111 r)'mnwe,nw cnw cm�nu me mc,n�auwslnn¢.
L N. M/( Re a
V10ENSF ("Y I IT / I JJ
FrHpd B
Nc. 68705
A. LYNN MILLER P.E. 68705 CTE OF AVTH. 82B286
P.Ed MILLER
10/10/11 1 NO CHANGE
,ME INSTALLATION DETAILS
HUNG WINDOW INSTALLATION
Se Me: Baal: D.
,00 NTS 5 OF 8 MD
J
05/11/11
.......... Seth N,Ight•
Hs (see Hpus INe 4heeU 2! y spp g@p S@p {3
33"
3Jd1S"
a^
AV
Ill
e1•
TS°
Te^
' Owmll sash height. For clear daylight height, cubtract M116".
3 Else range Includes the standard PrD-V1vw (3o r4 configuration) for the given Window Heght.
"MR" refer, to "Meeting Roll".
For overall cash wldlh. subtract 2.1E/16" som the buck 43Denelon.
NOTES
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION
ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP.
2) FOR FIN FRAMED WINDOWS. SEE NAIL PATTERN ON SHEET 1.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE b. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
PRODUCTRSVISSO
m wmplthG wah1M Plodd,
B.MIMS Cad.
Areepinnc. No.
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3
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4
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Integral Fin Frame Head
5
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Integral Fin Frame SIII
6
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Integral Fin Frame Jamb
7
2700
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Sash Bottom Rail
8
2707
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Gash Top Roll
9
2739
02739W
Fixed Meeting Rail
10
2709
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Sash Side Rail
11
2740S
742740AW
Sash Bottom Lock
12
2785
62765W
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13
134
88815
Addon Flange
20
1226
61228DW
Vinyl Bulb, Flax PVC 70
21
1602C
71002CW
Head/Silt Gasket, Polyethelyne
22
1270
7PAD118
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, Rlgid PVC
24
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Wetp.,187 X.230 Fin Seal
26
2784
72784W
Seeh Side Roil Gasket, Polyethelyne
28
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Balance Takeout Clip
27
Vades per Size
Balance
28
2711
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Sash Cam, Nylon
'29
1098
7109OW
Sweep Latch, 21nc
30
1016
7858M
#8 X.625 Ph. FI, SMS Latch Screws
31
1287
71267N
Setting Block 1/8" x 1W x 1", EPDM
32
ODURAK316
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33
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DUMBEST. 1l4'
34
Sash Bottom Look Spring
35
Screen Cloth, Fiberglass
38
Dow Coming 699 Silicone Glazing Sealant
40
1625
616259
Glass Beed (116" Glass)
41
2719
627199
Glass Bead (3118" Glass)
42
1203
612638
Glees Bead (1/4" Glass)
43
1283
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Glass Bead (I.G,)
50
781PQA
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51
781 PSTX
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52
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63
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08.16 x 1 LH Tvinfast Screw 21nc (S.S.)
64
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55
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80
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fit
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82
1/4' Annealed or Tempered Glass
63
1I8"-114" Air -1/8" An. or Temp. I.G.
64
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11OSASH BOTTOM LOCK RAIL
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1070 TECHNOLOGY DRIVE
N. MICE. M 34275
P.O. BOX 1520
NGXOMIS,' FL 34274
CERT. OF AM. #26288
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HUNG WINDOW INSTALLATION
8OF8
J
SCANNED
BY
St. Lucie Counts
min
MIANIt-DADS COUNTY. FLORIDA
PRODUCTCONTROLSWriON
DEPARTMENT OF PEt1MnTMC, ENVIRONMENT. AND REGULATORY 1105 SW 26k Sera L Room 208
AFFAMS
O Minat. Florida
BOARD AND CODE ADMINISTRATION DMSION T (790 315 2590 F (7903
O15 Z99
PGT Industries, Inc.
1070 Technology Drive094
FILE
North Venice, L 37
SOPE: COPY
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 PERA
Product Control Section to be used in Miami -Dade County and other areas where allowed by the
Authority Raving Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dario County Product
Control Section (In Mismi-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 mannfectmea will incur &a expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke ibis rxeptanoe, if it is detemmed by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements ofthe applicable building code.
kris product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zane.
DESCRICIYON. series "PW-220 Picture" Aluminum Fixed Window -N&
APPROVAL DOCUMENT: Drawing No. 1YID-PW=4j titled "Faced Window Installation
Guidelines", sheets 1 through.8 of 8, prepared by manufactmer, dated 04/01/11 with the latest revision "A"
dated 10/19/11. prepared by PGT Industries, Inc., 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.
NIMI .E IMPACT RATING: None.
L-ABEUNG: Each unit shall bear a pormenent label with the marmfadme>'s name or logo, city, state,
model/ series and following statement: hMiami-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 data 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 tho job site at the request of the Building Official.
This NOA revises NOA No.11-0509.02 and consists of this page 1, evidence pages E-1 and B4, as well
as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
. ,� NOA Na 11-1114.14
13sphad" Date: Angst 18, 2016
Q b O Approval Date: February 16, 2012
Page 1
si
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
'DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's Na 11-0509.02)
2. Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets
1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision
"A" dated 10/19/11, prepared by PGT Industries, Inc., signed and sealed by Anthony
Lynn Miller, P: E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, Type "D" window, Grade 10, per FBC
2411.3.2.1, TAS 202-94 and per ASTM F 588-07
Along with matked-up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTI -6482, dated 03/24/11, signed and sealed by Marlin D. Brinson, P. E.
(Submitted under NOA No.11-0509.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by PGT Industries, Inc., dated 05/03/11, signed, sealed and dated 08/05/11
by Anthony Lynn Miller, P. E.
(Submitted uxderprevionsNOANa I1-0S09.02)
2. Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Per netting, Environment, and Regulatory Affairs
(PERA)
E. • MATERIAL
1. None.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010, dated I V26111, signed and sealed by Anthony Lynn
Miller, P. E.
c4��
JsJw D. Ga a, P. L
Product Control fte lon 3opervtaor
NOA Na 11-1114.14
Expiration Date: August 18, 2016
Approval Datr. February 16, 2012
E-1
��
-'
.
a ., .. li
.. .. ..
t:�
� -
..- � . ..
.- .._ .. is ..�',
.. ..
-.
..
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
2. Statement letter of no financial interest and independence, dated 10/26/11, signed and
sealed by Anthony Lynn Miller, P. E.
3. Letter of Adoption of as his Own, the Work of another Enghreer per Section
61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller, P. E.
4. Statement letter of no financial interest,conformance and compliance with the FBC-
2007, dated 04/24/08, signed and sealed by Anthony Lynn Miller, P. E.
(SubmNad underpreviousNOANo. 11-0509.02)
5. Laboratory compliance letter for Test Report No. FTL4M, issued by Fenestration
Testing Laboratory, Inc., dated 03l14/11, signed and sealed by Merlin A. Brinson,
P. E.
(Submitted underpreviaus NOANo.11-0S09.02)
G. OTHERS
1. Notice of Acceptance No.11-0509.02, issued to POT Industries, Inc. for their Series
"PW-220 Aluminum Fixed Window - Non -Impact", approved on 08/18/11 and
expiring on 08/18/16.
Jame D. Gawon, P IL
Product Control Section Supervisor
NOA No.11-1114.14
E:plratlon Dote: Aupd 18,2016
Approval Date: February 16, 2012
E-2
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I-220 N S S OF 8 MDAVMG-01 A
SCANNED
BY
_ .�Q. LllC18 C9um#�y
MIAMI•DADE aIrnln-DAnE COUNTY. FLORIDA
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sueet, Room 208
BOARD AND CODE ADaIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wm4IWan,ldaae.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, Fl. 34275
SCOPE:
This NOA is being issued under the applicable kiewed
cu ations governing the use of construction
materials. The documentation submitted has been and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may, immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements ofthe 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.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion- L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 01 through 25 of25, prepared by manufacturer, dated 08/29/11with the latest revision dated 01/29/15,
signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control
Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each writ shall bear a permanent label with the manufacturer's name or logo, city, state,
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 because 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 manufachuer or its
distributors and shall be available for inspection at the job site at the request of the Building Official. .
This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jiime D. Gascon, P. E.
NOA No.14-110"1
MIAMI DADE COUNTY / Expiration Date: May 26, 2016
Approvai Date: ,TFebruary 12, 2015
2� ti�tS Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAVYINGS
1. Manufacturers die drawings and sections.
(Submitted under previous NOA No. 10-0819.05)
2.- Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01/29/15, signed, sealed and 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 02128111, and addendum letter dated 05105/11, signed
and sealed by Marlin D. Brinson, P. E.
(Submitted under previous NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC 5fh Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P. E.
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
50' Edition (2014), dated 11/03/14, signed and sealed by Anthony Lynn Miller, P. E.
2. Statement Ietter of no financial interest, conformance to and complying with the
FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E.
3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by
Jaime D. Gascon, P. E., Product Control Section Supervisor.
aime A Gascol, P. E.
Product Control Section Supervisor
NOA No.14-1105.01
Expiration Date: IVIny 26,1016
Approval Date: February 12, 2015
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab, Inc., dated 05105111, signed and sealed by Marlin D. Brinson, P. E.
(Submitted under previous NOA No.11-0922.01)
5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E.
(Submitted underprevious NOA No. 11-0922.01)
6. Proposal No. 10-1070—R issued by BNC to POT Industries, Inc., dated 01/07/11,
signed by Ishaq I. Chanda, P. E., Product Control Examiner.
(Sub»titted under previous NOA No. 11-0922.01)
G. OTHERS
1. Notice_ of Acceptance No. 13-0815.05, issued to POT Industries, Inc. for their "PGT
Seises Aluminum Clipped Mullion — L.M.I.", approved on 11/31/13 and expiring on
05/26/16.
Jaime A Gascon, P E
Product Control Section Supervisor
NOA No.14-4105.01
EcpirationDate: May26,2016
Approval Date: L:ebruaryl2,20I5
E-2
DETAILA: DETAIL B: muu.
MULLION TO EX WOOD BUCK MULLIGx MULLION ATTACHED TO IX eucKSTwP TTP.ANCIIOR
ORWOODFRAMING WOODSUCKANDMASONRY ATi.GMENr $99 SEE TTASM
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) Sm NOTE:I•
ulRtwx 1 I SHEET I.
6 1 I SEE SHEETS a 6 MNS.TKSI, EDGE
9I1B01flLE d CMCRETEOCMU DISTACE•
LOCATIONS SEESEETA a EDOEDISTMCE 1B-0BB
OPF9ET LIULL a EDGE e e , FOR NZNRY
CLVIMYBE 19TANCE ANCHORS
NBrALLEoar d i II im o SIDE VIEW
TNISMEM L2W FOR
° °d Q
'I a ALLM (LIONS , EIMERTHE
d ° STANOAROO
° ° d OPETMIRL
CUP
LE BE
d a OBY
THISM
d' EXTERIOR rxISMETxoD.
EDGE
d 'a MCD 4 DISTANCE
a FOR m
° THE°FF9O"T
WONRY
OMOROSE
°< RECO.E.FIS
d ""MD'EXTERIOR
r
• SIDEVIEW
FRONT VIEW
INSTALLATION NOTES:
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE 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-0, EITHER THE STANDARO OR INTERIOR CLIP MAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAO, HEAFEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEETS
6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELOO 11 S.S. AGGREGATOR MASONRY ANCHORS.
Tm.ANcxoa
EasuasTw.TE,
SEE TASLESIBase
UCKSTRIP
ANO
ATTACHMEM
BYWHER6,
wetSHEET HEM' ••' SEENOTE I.
1.
MINER NCI CONCRETE OR °MU
FRONTVIEW
No. SB7p6 '•°Y
i n-r )A._
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
MULLION
(STANDARD CLIP SHOWN)
EITNBRTHE
p U69TNATE,
SIANOMOOR
I
SEE TA9LE91B-100
MULL
I
CUPM
CLIP1i\YBE
INSTALLED BY
II
I I
EDGEOISTM'CE
11UGMElXao
FORMASONRY
jel
ANCHOSS
l
( EXTERIOR t•
g
g
EOGEOISTMICE
FOR MASONRY
i.
ANCHORS
0 '.0 ..
MM¢.i KSI CONCRETE ORCMU
FRONT VIEW
I -=-I
MIN ¢g KS I CONCRETE OR CMU
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
INLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
ORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
_ OLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD CR INTERIOR CLIP MAY BE USE.
3)ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
FRONTVIEW
EXTERIOR
DETAIL E:
—I .T09•wN. MULLION TO MULLION
r INTERSECTION NOTES,
(U-CLIP) 1) MAY BE INSTALLED IN'TEE' OR -CROSS'
INTERSECTIONS.
vARIEs
^^ ()MAYBE OR VERTICALLY.
HORIZONTALLY
L (SHOWN)OR VERTICALLY.
3) SEE U-CLIP DRAWINGS, SHEETS 21-23
TOP VIEW FOR CORRESPONDING MULLION.
`V
I'V`VII1 6EE HOLEI.1CATIM
H0.E LOCATIQV$
FRONTVIEW EDGE
DI9iANCE
SIETABIEG
1&taB
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SH
SIDE VIEW
Na. 58705 ; 7F
NOTES:
�s;'�0/\
1) FOR 2X WOOOBACKED STEELSTUDS, WOOD
ANCHOR VALUES MAYBE USED.
'�N, ST /00
<OgIOP,,.
.......
'�"', 01VAL
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5.20, FOR QUANTITY OF SCREWS.
SV'
A LYNN MILBE); P.E.
FL P.E.9 58705
DETAIL F: DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
iEXTERIOR
IwowO .STEEL.
ALUM,CLAIM USONRY
S10E VIEW
SHMNMTH 1'XV X.196'
MC410N
m3iFHCF—�
PE DISTMCR I I
NOTES FOR INSTALLATION OPTIONS R
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11• X.126' MULLION.
2) SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS.
3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
tTOP VIEW
NOTES FOR INSTALLATION OPTION 0 S H:
1) USE2 ANGLE CLIPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL 0: SEE TABLES 10.14E FORANCHOR QUANTITIES AND SHEETS 21Q3 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 168 OR 18B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
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TABLE NOTES•
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No.68705
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TABLE NOTES;
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1)SEESHEETIFORINSTRUCTIONS ON USING THETABLES AND SHEET26 FOR INFORMATION ON LOADING.
._.( 1.000•
SEE SHEETS SHEETS 2-4 FORGENERAL INSTALLATION METHODS
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ON SHEETS
2 000'
117
•
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FIGURE 4:
FIGURE& FIGURER:
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1'X2'X.316'MULUON
THE MATERIAL 010 g H12 ANCHORS INTO WOOD MAY BESLEAST.126-
L,188R 8.6.O410S,S.
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ANCHOR CAPACITY ADJUSTMENT FORMULA:
EN
/ ANCHDR 04P.,,,,•,,.\ _ANCHOR CAP.-
1 MULLION CAP.,v_,.r
S FORMULATO OBTAIN THE'ANCHCR
TY REQUIRED` CORRESPONOING TORN
PRESSURE REQUIREMENT FOR THE
G, WHEN IT IS LOWER THAN THE MULLION
TY (FROM THE TABLE) OF THE SELECTED
N. IT WILL YIELD A MINIMUM ANCHOR
TY WHICH MAY BE USED TO QUALIFY
NAL ANCHOR OPTIONS FROM THE
R CAPACITY TABLE.
nmURE 1: FIOURE2: TABLE NOTES:
01 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. '
FIGURES!
ANGLE CLIP MUST BE USED IN PAIRS,
FIGURE 4: FIGURES FIGURE
FIGURE B:
• U_11�J • •
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND.DCR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD 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 -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G00. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0,65. ALUMINUM SHALL BE BOM75 AND BE A MINIMUM OF.126'
THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.045' THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 4103#12 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 G.S.
811111I I II, .
�- Al LYNN -'/
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NOTE.- FOR THE OFFSET CLIP, USE THE SAME ANCHOR
PATTERN
ANDANCHORVALUES
AS THE
STANDARD
CLIP.
TABLENOMS:
FIGURE2i FIGURE 3: FIGURS k FIGURE Bc FIGURED: FIGURE I FIGURE 11: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 26 FOR INFORMATION ON
LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LIN EAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS BHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
MGURE 0: FIGURE 7: SHEETS 21-2. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE
C P 4) SUBSTRATES! CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED
Cll'U" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
0 5-7) YELLOW SOUTHERN PINEWTH AN BE OF 0.55, ALUMINUM SRALL BE 601134SAND BEA MINIMUM OF.128'
MUST BE THICKSTEEL STUDS TO BEA MINIMUM GRADE W AND.M- TRUCK (18 GAUG4 STRUOTURAL STEEL TO
A USED IN BE AT LMT.12V THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2-X6-X2y
]EDE 1UPAHM. THREADS BEYOND THE MATERIAL #10 A #12 ANCHORS INTO WOOD MAY BE STE!Et� I" S.!L OR 410 &S. MULUON
,1� 'I 1I.- Mize -1,
NO. G6705
5
X\, PI.CM0
,/' 1910NA-,0,1
A. LYNUUIdER, P.E.
FL PdE.# 58705
TABLE14A
Mullion Capacity Table (lbeff?)
Opening Width
(forVericaltyswinn[Mmulani
orOpoming Hollml
(Sir �d nt"Ity"Ins
vigullem)
Sell,
601,
"fe
WIS
Win
IN%
1201,
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eu
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x A25" Alum
Tube Mull
421e
1441
ON
1107.01
423
1202
321
14&0
412
In;
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0.1
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INS
411
bal
M
JXI
411
MI
M
[IS4.1
411
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I M
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441
51.6
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411
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91.7
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403
4
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317
MI
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315
43
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314
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Me
314
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314
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311
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414
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20
31.7
313
US
US
US
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211
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1
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL WSTALLATION METHODS.
2) LINEAR INTERPOUTION BETWEEN MULL LENGTHS ANDJOR OPENINGWIDTHS ISALLOWASLF
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HCLE LOrkTIONS,
ANGLE CLIP MUST BE USED IN PAIRS, 4) SUBSTRATESI CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PROSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55, ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.1261
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' THICK(19 GAUGE). STRUCTUPAL STEEL TO BEAT
LEAST.125' THICKAND A13S. ALL ANCHORS INTO METALSHALL EI(TEND AT LEAST3 SCREW TFREADS BEYOND
�EMATFR�#10MCHORS[WOWMD�YBESTEEL.IHS.S.OR410S.S.
"Noy
.ANCHORCAP.-
SELECTED
FROM THE
No. 58705
P.9.
T
N: 3 7-
I I I I - ANI
4 g NW2121= z iN 4 4 =N
non
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a Q a a m
20,Pm-�GE 0
E
OF
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..........
IMPACT -RESISTANT ALUMINUM TURE MULLIONS
F 30 DEGREE BAY MULL SPECS
119a 25
WA NfA 6300JR
in. ....
ROSQ�Kf OWN11 B PA
ik6sowsri r'10110114rNEW MULLS TO SHEE-rsEr
m m
lag
PPP
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ru I
it
r I r 61 9 E O."m
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I om� 9 --alEININNE - - -
rm �tg. M K
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9 9 Q
-> 5.1 .0.
Z. m 5
>
0
o'm I
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9
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o o o Z� z W.41
0 >' 9 _za
0 - - - - -
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00 0
P? oQ 9 T. -
0
lmlr�lgli aj� — --ft -
ONION
>�:n 0
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Q :E� vv� z
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>
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F: . .9
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9 g 'm 0. g� E 4 E f u e- E f glijR 2=*
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0 =IE
10, K
1 0 - , b
0. 94
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0 v
0
0 no m
, �. C . 9 E t
gl
z
TUNE
.6 9 5? 20 R
9. P-
m �'-m
FW910ROB.-A
6 MEE! H,
'-Kc,
2MAMH '0
M OF.�
ME!,
r
>
-C 0
L
IMPACT4RESISTANTALUMINUM TUBE MUWONS
Z
45 DEGREE RAY MULL SPECS
--:37
P m-S'- km
WA r�' 6300JR =JIK2:�
WA
in
Milli
111W rjk6SOWSjg rlolinfid rN'M MULLS TO SHE--
SWIMMER
125-
STAN DCUP
�00'
2-
608�76ALUML
"ECTICN
...... ....... " L,
126
U4LIP
Sor)-Ttl ALUM.
I
I X4EOT;ON
.74D'
gg�.�,.,;%.P�,sEE F MIN.
MIN. --I
3w MIN.
U-CUO
6003-TCAW,
TOPMEW
STANDARD CUP
S�TS ALUM
TOPWENY
OFFSETCLIP
6M3-Te ALUM.
TCP�EW
ZCMMROPMCHOR
H:0UEMUSTU5
MHNTKEDASHED
BOUNDARY. SEE
SHEETS&I7FORTHE
ANCHORO.
DISTANCE.LIMUM
ANCHORHOLE
D"STER:'ANCHO
OLWETER . IfIV.
TABLE 9
VX2JVX.S60'MU-UCN,
OES�Te ALUM.
--I l—.126-
L=..2L�ANG�CUW
2.000- X4ECTION
.376' M *9 1.-
- -------------------
i- — - =-- — - — � 2XSANGLECLIP
7; ---- ---------- � f 6032-TOALUM.
ZCENTIR OF AINCHOR HOLE MUST LIE WITH] ; TU�w
DASHED BOUNDARY. SCE SHEETS �l 7 FOR THE
ANCHOR 04. 018171UNCE. MAXIMUM ANCHOR
HOLE DIAMETER ANCHOR DIAMETER 4 11111'.
Mull DInnoruJon (shoatV)
POT Part#
--Mu-11-1on-r—aid.
Clip
OffsetClip
U-ClIp,
[Angle Clip
1ffX71 XA26%(5)
B8505
668113M
6681116111
668243M
666511M
i-XrX.37S-(e)
08M
6NI14M
8861119M
68n"M
W012M
-iTsi—m
VX2.75'X.37P(l)
66601
066115M
0681 120M
BW245M
I � X 2.7Y X.GW' (0)
SEWS
660118M
8661121M
666246M
6655M
1" X3,126" X.500" (0)
6MTM
6081116M
NOI114M
668242M
683516M
l.2&-X3.188'X.2W(l2)
BUAIM
6861117M
aSS1113M
6W41M
MIBM
l.2ff'X2.11'X.12W(18)
69370
NIA
MIA
N/A
666517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 640 FOR SUGOESTED, APPROXIMATE HOLE LOCATIONS& MC14OR D.C. DISTANCE.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
TABLE A
131MOPAID11
Value (in)
For Mullion:
A
1.625
—T6-54
V X2' XJ2V
Aluminum
Tube MuIllon
0
1895
D
TA
0.740
A
IA25
VX2' .375-
Aluminum
Tuba MUltion
B
2AO4
--
--56$5
D
0.490
1'875
V X2.76" X
.375 Aluminum
Tube Mullon
B
3-ODO
c
0.78T
0
—T—
,is
E
.450 Min.
A
1.312
V X2.76' X
.650-
Aluminum
Tube MuIllon
s
3.000
c
D
.4yo
d.—.
W
2.000
V X3,125" x
.W Alum
Tube Mull
s
2.63T
C;
0.603
D
1.137
A
RA
2,825
U 51 X3.1w
X,205' Alum
Tube Mull
—3--
3 .282
--6—
c
D
Ot2
—2
I
1.762
A1.813
I RI a
1.26* X2.11'
A21'Alum
Tube Mull
V?NN
No. 8705 "- *
. --1 1.000. 1—
1
4.000'
1
�e � ".
MULLION
63-TSALUM.
*SECTION
3.260-
.10T
.100
MO.
I26'X3.2YXAW
MULLION
5005�75 ALUM
X-SECTION
--1 1.000. �--
A
I A I A.�'.
MULLION
6063-TOALUR
X-SECnCN
.126' STAND�RDCLp
6083-� ALUM
X_S CTiON
425'
VX,I'X�376' —6.50V
'r,MUUION CUTHERETO
GN3.Ta gum. 41761 3.126' C
"ECTION MINL I , -CETAI
2A PT
3.911'
so-
.IOV
e 4
-:0 , Aic"
� 820' 1 .820' 1--
11VX12VX42� l.2YX3u4'X.l
MULLION mul
ON&T5ALUM. 600546ALUM.
X�SECTION X4150TION
.375
MIN.
BA U 0
30' 8A `�"'C'13-YIMALUUM."
YMULLION 1
Q MALUM. X�SEOTION
.220'T
NOTES,
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENVONAL RESTF
2) SEE SHEETS 6.20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHMTS 2.4 MR GENERAL INSTALLATION METHODS.
740.
�
. 126'
2125'
U-CLIP
CNIII-TO ALUM,
XSECTION
T__
.125.-]
C8NnROFAI4CHORHOL
I
r ------- n -
STANDARDOLIP
MUST LIE 6063-TOALUM.
-1- .11 TOPMEN
OFMSTCUP
aw�"ALUM.
70�
--j ]-.126'
2.L 2MANGLECUP
6010-TOALLIM.
X-SECTION 125'
U.OLIP
el)(13-TO ALUM.
TOMEW
TAPI 9 0. TABLE n. CONT.
Dlm@nW*n
Vellum M
PC? Mullion:
Dur.nWon
Value fall
For Muillon:
18117-
l'X4'X
.126'
Alwhn
W. Muftn
F
—0
1.08
_70-0
1,26' '
X 4'
AtUMIARM
Tube Muller
1
7—
WO
000
H
I
_r4_38
a 260
_1625
F
3,107
p X=4o
.37V
Alurrilrom
TuCe & -r
_F
—0
-7-10
1.26- X3,N'
X.624'
AIMIUM
Tut,s MOM
0
H
I
--r—
767
2.47—
�H
1150—
F
1250
I.WX3.25
K.Iw
Alurrinmra
Tube MOM
F
2.8t3
30' fS.0
0.760
_
F
2.875
4v at
MU3
Mull Dhandon
POTPArto
MuIIT.n
Bid. Clip
OffeCt CUP1
U411P
Mule CUP
V XV X.126' (10)
Collie
Vill
""
'M
END
maiam
11 x v X.375, (11)
OWID
W112M
gi!�!2!1�M'
WIIIM
I'XVXMV�(11)
OM
W112M
M112W
6NZ42M
MMOM
tVX3.25'X.I00'(I3)
20IN
MOI127M
Mlig,IM
Sfel
66011M
I.25'X3.M'X.624'D4)
20181
M1128M
6WIMM
6862411M
OSMI16M
1.2r X3.9'X.524(15)
20162
M1117M
801128M
OM41M
M51TM
N Degree (19)
awl,
VA
N/A
WA
OW110M
__T5 "De=e(M)
1 IWO
NVA
WA
',
661,5111M
q
TOPMEW
LYNN
N0.56705
-13 �-, 09
S ATE
A P.E.
FL P.E.9 5B705
[--2.00V---j
F�AllLr r
POT P.It 0
n
Std. Clip
U-Clip
Anala CUP
'"02
666281M
660271M
USS112M
Ir (PR 5-
2�'Xi
9504
6B0262M
666272M
0605113M_
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS r,20 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2,000-
MIN.
4.000-
260"- 2- X 4- X.2S'
MULLION
6w3.Teaum
ol X-SECTION
125'
STANDARD CLIP U.Cup
6W3T6AUUM. 2.12W SW3-TaALUM.
X�SECTON X�ECTION
126 L 2F
F
T
6.50V
CUT HERE TO
3.800, CREATE F-CLIP.
SEE DETAIL F,
I r - SHEET 4
.37&
F mil
Ir--------
--- L ------------
-
- T
L7 ------
-- I --
----------
I
I. - qTAM11A.11CI
/ CENTER OF ANCHOR HOLE MUST LIE OW�TSALU
230- �WTHIN THE DASHED BOUNDARY SEE TOINIEll?
SHEETS $-20 FOR THE ANCHOR D.C.
-CISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DMETER - 110'.
5.6DO.
3.500-
.37W BEEDETAII-ir, .37s-
MIN, k1-3
MIN.
2'X6'X.2W
MULUON
ew�TOALUK
X.SECTION
v
i-
------
-----------
4.
8
I L
STANDARD CLIP
WWII ALUM
TOP VIEW
USANGLECUP
5D(3-T6AUUM
2.000"
X�SECYIONI
t
F-12w
-T
f - - 3.438-
3.434
DLAMETE CHORD ttir.
5.4 38.
- UL
U-CLIP
603-TOALUM.
USED FOR 2- X V MUUAON. SHEET It
TOPVEW
2X5 ANGLE CLIP
8,3(13�76 ALUM.
TOPVIw
Hffl
J
A. LYNN MILVER. P.E.
EXAMPLE 1: SINGLE VERTICAL MULLION
1
72
"ION
LENGTH
I
PENNIGIVOTH-1
EXAMPLE 2; MULTIPLE MULLIONS
THE BUILDING SUBSTRATE IS MOWN TO BE WOOD ON ALL FOUR SIDES. WEWINDOWFRAME DEPTH 1824M. THE OPENING REQUIRES A DESIGN PRESSURE OF �WJOIN60.OPSF.
1) INITIALLYASSUMING THAT A 1- WIDE MULLION IS SUITMUE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS32'-32.I'-0S'.REFERENCING MEET 25. THE COLUMN USING
REOTANOUI.ARLOMNG MUST BE USED. $CAN THE MULLION TABLAS FOR A MULLION THAT IS AT LEAST THE WINDOWFAAME DEPTH OF 2-1/4-MO WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF �60.01 W.0 PSF. IF THE TABLE DOES NOT SHOW ME EXACT SIZE, USE THE SIZE AVAILABLE.
FROM TABLE ak SHEET 7. THE V X 2.75- X.37V MULLION (LENGTH 72', OPENING WIDTH - 70-) MEETS THE DEPTH REQUIRED. HOWSVERTHE DESIGN PRESSURE 18 -1-68 3 PSF AND V40UM
NOT BE SUITABLE FOR WISAPPUCA7ION.
FROM TABLE 4A, SHEET a, THE V X 2,75'X.650- MULLION (LENGTH 7V. OPENING WDTH - 7T) HAS A DESIGN PRESSURE Of -R2.7 POP MICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 UBS,
2) USE TABLE 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE MOD SUBSTRAM BOTH THE STANDARDCUPWTM(,U#J2ANCHORSANDWE2XS
ANGLE MIPS WITH (4) #12 ANCHORS HAVEACMACITY OF B85 USS.THOUGH ETHERONE MUD BE USED,THE STANDARD CUP 18 EASIERM INSTALL
3) VERIFY ME DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESION PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS'wLL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE RE UIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT HE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTW % FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, ME DESIGN PRESSURE REQUIRED WAS -1�60.0 PSF. TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN MCHOR CAPACITY OF 630 LOS. ALTERNATiVEI.Y1
THE ANICHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USEM CALCULATE THE ANCHOR CAPACITY REQUIRED FOR WE EXACT DESIGN PRESSURE OF 60 PSF:
635 UBS
(60 PSF) X ('72 —7P$F ) .524.OLBS (MAYBE USED TO QUALIPY 0 10 S�EEL SCREWS FROM TABLE 4B)
THE BUILDING SUBSTRATE IS MOWN TO BE CMU ON ME JAMBS AND USES A CONCRETE HEADER AND SOL. ME WINDOW FRAME DEPTH 13 2-W. THE OPEI4IN0 REQUIRES A
DESIGN PRESSURE OF �0.0145.0 POP.
FOR THE VERTICAL MULLION7
1) INITIALLY ASSUMING THAT A I- WIDE MULLION IS SUITABLE, THE ULLION LENGTH IS 3�72--VOW AND THE OPENING WDTH IS 3T�38`Nl' -73, REFERENCING SHEET 25.
THE COLUMN USING RECTANGULAR LOADING MALL BE USEI M THE MULLION TABLES FORAMULLION THATIS AT LEASTMEWNDOWFRAME DEPTH OF 2-3la-AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 160.01-55.6 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZEAVAJI-ASUE.
I
FROM TABLE 3A, SHEET 7. THE V X 2.70 X.375' MULLION (LENGTH - IOW, OPENING WIDTH - Sn WE78 THE DEPTH REQUIRED, HOWEVER ME DESIGN PRESSURE IS -1-15.1 PSr
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A. SHEET 10. THE 2- X 4- X.250' MULLION (LENGTH -40W, OPENING WIDTH - BO-) HAS A DESIGN PRESSURE OF .1-84.7 PSF WHICH
FOR THE OPENING AND MAY BE USED IN MIS APPLICATION. NOTE THE ANCHCH CAPACITY REWIRED OF 971 LBS.
IS 3G'+3S--2'=14', NOT ?r AS PREVIOUSLY
VWIOTHS MAY BE REDUCED M MAINTAIN
FORTH5
FOR ME HORIZONTAL MULLIONS-,
BECAUSE ME VERTICAL MULL WILL BE A 2- X V X afiV MULLION. IN THIS EXAMPLE WE WIU. MATCH THE HORIZONTAL ANIO VERTICAL MULLIONS, ALTERNATIVELY, MOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH 13 3r ANIO THE OPEI
USED. FROM TABLE 12A, SH EBY IS. THE 2- X 4
REQUIREMENTS FOR THE OPENING AND MAY
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR I
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED VAT
(4) 311 S' ULMACON ANCHORS AT AN EDGE DISTANCE Of
ANCHOR CAPACITY OF 521 LOS.
THE
IN THIS EXAMPLE. ASSUME THE CMU JAMBS ME V
EDGE DISTANCE. USING THE 2X5 ANGLE CUP$ NTH
AND THEREFORE SUITABLE, FOR THE REWIRED
4� FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 621 LOS. TABLE 129 FOR THE U-CUP SHOWS THE ANCHOR
CAPACITY 13 1074 LBS MEN USING 3 ANCHORS, WHICH IS GREATEII, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 UBS. THE
ANCHOR TYPE 13 A 912 STEEL SCREW.
FROM THE MOVE STEPS. OUR MULUON DESIGN PRESSURE IS:
.1-64.7 PSF FROM THE VERTICAL MUUUNON�
.1.170,0 PEP FROM THEW HORIZONTAL MULLION ATTACHINGTO CMU:
0-170.0 PSF FROM THE 3T HORIZONTAL MULLION ATTACHINGTO THE VERITCAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS./ 64.7 PSF AND WOULD APPLY MALL OF THE MULLION&
VERIFY ME DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED NTH THIS MULLION SySTERTHE LOWER DESIGN PRESBURE.OF MULUONS OR FENESTRATION
PRODUCTS, WILL APPLY TO WE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH ME MULLIONAND THEFENESTRATION PROLUCTBE INSTALLED IN
ACCORDANCE NTH THE INSTALLATION SPECIFICATIONS IWO RESPECTIVE SUBSTAXTESAND FENESTRATION PRODUCTS TO MULLION.
,\N� N( LYNN 4114
..........
No.GS705
10
13
0
P4 01,
OM
. .. ............. .
A. LYIN
FL
BONN
LOADING OF VERTICAL MULLION
SILL OFWWDOWSNOTANCHORED
INIIIIIIIIIIIIIIII
Ila
MAE!,
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADING 0 IZO ALM LLO
SILL OF WINDOWS NOT ANCHORED NTH INTERSSCHTOING VENRTTICALUMUILLNION
I..
LOADING OF VERTICAL MULLION LOADING OF �R LMU
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING NO NP
LSODL
)ADING OF HORIZONTAL MULI
PW
DING OF (2) HORIZONTAL MULLIONS
EXAMPLE OF EZOID R1ANGUI_ARI_OA3INM
, 7rrzz, 70m1mmm,
IMF 10
'doolon
LCADINGOFVERTICAL
MULLION
AGING OF HORIZONTAL MUU
Nil
m 'o
LOADING OF VERDICAL MULLION
:a
wL1
I
1
PW
01
0
01
SH11 H
X
LOADINGQFHORIZO AL
MULLICN
NO1"E_:
I
:�'Du""J'=Fwd.
1) DRAWINGS ARE
!
RERESENTAT:ONS OF TYPICAL
CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
Q.m3
THOSESHOWN.
2) IF THE LOADING TYPE CANNOT
BE D=MINED. USE
,cc
RECTANGULAR LOADING.
3) SEE PRODUCTS APPROVALFOR
Z N, 58705
ACTUALANCHOR LOCATIONS