HomeMy WebLinkAboutNotice of Acceptance Al,,
M{AMI-DADE,7.k,' M_IA1VII-DARE C
®® ®� e, COUNTY
ar e I R E!6'I E M&CI O OL SECTION
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DEPARTMENT OF REGULATORY AND ECONONIIC � 175-2474
BOARD AND CODE ADMINISTRATION DIVISION ST. L U O(1 1 3=1Y5 86)315-2599
NOTICE OF ACCEPTANCE (NOA�)iR I o 2g?l '�`�R'WN.m,am� ade.gov/economy
PGT Industries,Inc. 1�/�
1070 TechnologyDrive Permitlir.g aa�artment �(/1�
North Venice,FL 34275 R. Lucie COURt Y
SCOPE: 'File, C
This NOA is being issued under the applicable rules and regulations governing the use of co struction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA-shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the.AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of-such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including,the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020,
signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in.advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#17-0630.01 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 Sifang Zhao,P.E.
NOA No.20-0406.03
QMLAAMLMI-D�ADE CouNr�' 08/2 r�0/2020 Expiration Date: May 26,2026
e 71
Approval Date: August 20,2020
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled 'Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, 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 511
Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated
08/29/17, 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 conformance to FBC-51 Edition (2014) and FBC-61 Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn-Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries,Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.-I., approved on
04/14/16 and expiring on 05/26/21. L�
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E- 1
PGT Industries,Ine.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. , Drawing No. 6300JR, titled."Impact-Resistant Aluminum Tube Mullions", sheets.l
through 25 of 25,,dated 08/29f 11; with xevision.D dated 06/26/2020; prepared by.
manufacturer, signed'and sealed by Anthony Lynn Miller,P.E.
B. TESTS
L None.
C. CALCULATIONS
1; Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017) and with FBC 71 Edition (2020), prepared by'manufacturer, dated
04/01/2020, 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 conformance to FBC-61 Edition (2017) .and FBC-7" Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed_ by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest, dated 03/30/2020, .issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. - OTHERS
1. `Notice of Acceptance No. 17-0630.01, issued to PGT Industries,Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion-L.M.I., approved on
11/09/17 and expiring on 05/26/21.
G
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES - - -
NON-IMPACTOR LARGE AND SMALL a �8
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MUWON ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED PoRTHE
FENESTRATION PRODUCE INSTALLATION.TYPICALAPPUCATIONS ARE SHOWN.EACH SRUATON IS UNIQUE AND SHOULD BE G.
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR YX WOOD BUCKS IF USED, GENHiALNDTE4 1 $
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS- STAU OPT I �
ELEVATDNS 1
FIGmu I: 2)THETYPEAND NUMBEROFANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTIEMULLEDUNITS MULLIONS
mULLro2X WOOD 2
MULTIPLE PpUNG VADIH WRVEIi11GLYULL MCXE6ro BE _mmlxw M0.5016LY_2
MULLIONS Ixsrwem wsDE 'HAVE BEEN TESTED AS'FREEFLOATNG'ANO DD NOT NEED TO BE DIRECTLY ATTACHED TO THE MUWON CLIPS,BUT SHALL INsnwnHDN NOT>=s 2
sEEOErwLL3 wNGUTAR NOTHAVEAGAPOF MORE THAN 1WFROM7HECUP. muurollASONRY ]
AA,GJk SIWPE - N
514ETSG4 .=M.EELSNn 3 _ cl
_ DESIGN3)THE PRESSURE
MULLIONS SHOARE N HAVE CALCULATED
N DESIGNED TODELECr ORESISTTHNU160.THE V3 TRESS INCING TOREASE
THE REQUIRED uLLT)yu 3
�' DESIGN PRESSURE LUATONS HE 1.6 LOAD DUR 11ON FACTOR WAS RE USED FOR THE EVALUATION
UA STRESS WOOD SE WAS NOTUSED BAY W.-WN.L" 4 2 BAY W.WSTALLATIDX0
JIIIIE1IIIITIIIII� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS 115ED FOR THE EVALUATION OF W000 SCREWS. 1 x2x.f25 MULLSPE65
1x2XJ/S MULLSP a NAY 'o
jY 4)PROPERSEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBIGIY OF OTHERSAND IS BEYOND THE SOOPE OFTHESE 1x2.T5x3T5 muLL5PECS_T m INSTRUCTIONS. lx2.T5 xrs NULL S��� B
iX3125X 5W MULLSPCLS_Bo
5!)=OUT I III /T 1X4X.123 MULLSPR'� m 0 0 O
wTxquc 1 III_ / 5 D� A CH RAGE FORT HE COMMO MULUOK SEE YTINOAD NTHIS FENESTRATONPROOU OR TO DETERMINE CONSIDER
IX4XXST EMuu-SPEcs-n f Too w
_1 1 ANCHORAGE FORTHE COMMON MUWOµ SEE EXAMPLES ON TNIS SHEETAND SHEET24.FOR Mt1LTPLE UNR$CONSIDER
sHEETs zs _ 1 ATHRU G: tX4X.4lSTWLLSPFSS_11 Q G) r0
ONLYTM ADJACENT UNITS AT ATIMEWHEN USING THE DESIGN PRESSUREAND ANCHORAGETABLES.TIE LOWEST DESIGN
Il- - sHt£1s 24 t15X3teexas NULLSTEFit2
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PROOIlCT55HALLAPPLY: t)Sx315%-1oGMULL5PEc5_u � �d d
OT£MHG - tmx3 x.R4MULLSPEC6_M W i
T' �Faq Z
6)WHEN FINDING YOUR S IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THETABLE(S)- tI5X1tyx 84MULL SPECS_l5
� W
Uo Zy
2x4XT5YULLspE 16 Z O
l!?1('t11 NOADOXTwt , 2x4X15 NULLSP R = 6 a
yuLL 7)ANCHDR EMSEDMENETO BASE MATSUAL SHALL BE BEYOND WALL DRESSING OR SW CCO.WOOD BUCKS BY OTHERS,MUST J Q
// �/ sEE DEUXE _ to Xzit x.l2sslulLSPEcs_to
BEANCHORED PROPERLY TO TRANSFER LOADS TOTHESTRUCTURE ANCHORS SIIALLBECOATM OR CORROSION RESISTANT ¢ TD
SMFETa 3fT%3]S MYANLLSPECS_t9 F yJ N
EACTIONS.V\7E FOR MATERIAL DISSIMILAR AIHTFRIAIS SHAILBE PROII3:TEDAS fTEONRID ID PREVENT 4,5-X1a5 B4YN11LL6PEG5_m Z 8
R ¢ N N
REACTIONS IIIIWON&CINP DMFNStOX6_21-ZI G Z
EXALIPIE51&2-_24 F Zy NO up
FEll6TMTYXI &)REFERENCE TEST REPORTS:FTLfi643;ELCO ULTtACAN,DEWALTJELCOAGGRE-GATOR DEWALTULTRACONt NOA'S. LM GEYAmmc -
PRODU MY _ N �m
EDFMIYTYM S)MUWONS AND CUPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORINS BUILDING W oY oY
CODE IM $1;AND ARE APPROVED FOR PACTAND NONPACTAPPUPATIONS LY MUWONSAREON TO BE USEDWITH PGTI r Z
IMNUFACNRm '10 10
/i i BYra FENESTRATION PRODUCTS- 0 0 0 0 0
-1 1 - {{
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7 �p Z c),p
AIL �sTEDErNLs
�HORIZOMAL 0.D•GN: 11)QUANTITY OF UNITS WITHIN AMULTPLEMULLED ASSEMBLY IS UNLIMITED PROVIDED THATIHE SPAN AND OPENING
uULL sHFET524 WIDTH/HEIGHT OF EACH INDMDLIAL MUWON COMPUESWOHTHE REQUIREMENTS OFTFUS NOA
IDNGTII NGRDOMAL PRODUCT REVISED
plYing WW1 the Fb id4
YULL NoA_N0.9Pde2D-0406.03
lFHG1H INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS, 1)DETERMINETHE DESIGN PRESSURE REOUIREMENT RBSIFT'1 FOR THE OPENING USING THEASCE-7 STANDARD. EjptnGon Date 0512612026
2)CHOOSE A MUWON TYPETHAT WILL FIT THE DEPTH OFTHEFENEMIM71ON PRODUCTS FRAME DEPTH. SY /'�`t
.•n, -OPEfaNGvtOR1-1 �NOPR WLLIENCII't� Nll.F de Pmd--.1
11D+GIXN I 1 / 3)REFER TO SHEET 25 TO DETERMINE IFTHE WIND LOADING IS'RECTANGULAR'OR'TRIANGUTARIMPEZOMAL'-
TI� r op F 4)FlNO THE CHOSEN MULLIONS MUWON CAPACITY ILBSfM FROM TABLES 1A THROUGH 1M ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
II xDGHf THE MUW ON TWE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IFTHE MUWON IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPPftnIJG NULL ` HO¢ r - MS UEWP ON CAPACITY RBS/FT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSUREREONREMENE RES/M FOR THE OPENING OBTAINED IN
XDIGHi LENIIGM
L L L I 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE FIND THEVALUE INTHE NIXTCOWMN ANCHOR CAPACITY REQUIRED(LBS).THISVAWE
J. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BYTHEANCHORS AND MUST BE METTO ATTAIN THE Fin LL mill ION CAPACITY. ,%,I111t11/
SINGLE MUWON SINGLEMUWDN ^ ° nG LL 6)FROM THE ANCHOR CAPACITY"M TABLE ON THE SAME SHETTAND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��\�0.••""'•••.��////
I OPEI4NG WDTH ANCHOWSLIBSIRATEANCHORGUP PATTERN—APPLY)SELECEAN ANCHOR CUP PATTERN AND VERIFYTHATTHE REQUIRED ANCHOR
~FORvkITITW.YIAL CAPACITY IS MET.
SM CORRESPONDING DETAILS MULTIPLE MULLIONS .k ND.SB705
FRAM BOUREtABovE. 7)IF-THE MUWON CAPACITY RBS/FT'J OBTAINED IN THE TABLE IS HIGHER THAN THE Df�IGN PRESSURE REQUIREMENT FOR _ ;//;; _
OPENING,YOU MAY USETHE-ANCHORCAPACITYAD.Il15'MENNT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED:WITH THIS _-O;C.0
CODES/STANDARDS USED: VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE .Z Z D
u/
:2020 FLORIDA BUILDING CODE(FBCJ,7TH EDITION %�O-•. 6T/ OF ;•[V.
�2011 FLORIDA BUILDING CODE(FBCJ;6TH EDITION &)VERIFYTHE DESIGN PRESSURERATING(LBSIFP)FORTHE FENESTRATION PRODUCTTDBEUSEDAND COMPARE WITH TMEflNgL MUWON .FfORIDP'
4ANSYAF&MDES GN I18 FOR
,ADWOOD
CONSTRUCTION PCAPACITY RODUCT ASSEMBLYBTAINED FORTHE MUWON SYSTEK HE LOWER OFTHE TWO SHALLAPPLY FOR THE ENTIREMI111ED FENESTRATION
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•AISC 360-16 9)HIGHLIGHTOPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORAPERMIT. A LYNN MILLER,P.E
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sa fA �a € s888 zo �a €� @a a 23 t �a �g 8� fA @a s'� fa f� 2a � @2 �$ as REOUIRED•CORRESPONOING Z .
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NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. uW
By 2/a
Miam—de Pmduct Oenbel
FIGURE 1: FIGUREZ TABLE NOTES:
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'I 1,00('i--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3: Alj1l I I I I I I r rrT]
3OLESTO E FULLED IN
CLIPS SHOWNARENG IM SGLLEPo RESTRICTIONS
SNON SHEETS
ZI-23. 2�,
HOLESS BEWSUGGINTHE FIELD FOLLOWING DIMENSIONAL RESTRICRONS SHOWN ON SHEE1521 Z1.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.ANGLE CLIP MUST BE USED I
ED IN PAIRS. L
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3015PECff1CATONS HOLLOWANO GROIfi-FILLED 37s P• •�
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASIM C .WOOD SHALL BE PRESSURE-TREATED T 1¢: No.58705
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FTGURE4: FIGURES: FIGURE@ YELLOWSOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6DS3-T5 AND BE A MINIMUM OF.125' -
THICK STEEL STUDS TOBEA MINIMUM GRADE 33AND.00.STHICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I-XrX TSNIIl110N
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