HomeMy WebLinkAboutNotice of Acceptance (4) i I I
MIAMI•MA�E FILE COPY MIAMI-DADECOUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 ;
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
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(ABJ). I
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 appro ed as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"SH7700A"Aluminum Single Hung Window—L.M.I.
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APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)",'
sheets 1 through 11 of;11, dated 04/01/18,with revision A dated 03/11/20,prepared by manufacturer, signed i
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. �
MISSILE IMPACT]IRATING: Large and Small Missile Impact Resistant
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 i
change in the applicable building code negatively affecting the performance of this product.
TERMINATION olthis NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, avid/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 sect'on 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'I ay be displayed in advertising literature. If any portion of the NOA is displayed,then;
it shall be done in its lentirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors]
and shall be available 1for inspection at the job site at the request of the Building Official. I
This NOA revises NOA#18-0430.06 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,
as well as approval document mentioned above. i
The submitted documentation was reviewed by Carlos M.Utrera,P.E. !
NOA No.20-0401.11
r7iahtiFTMUM COUNTY Ex iration Date: August 23,2023
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Approval Date: July 30,2020
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PGT Industries,Inc.
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N 3TICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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1. Submitted under NOA# 18-0430.06
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
throug� 11 of 11, dated 04/01/18, 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
I 6)Forced Entry Test,per FBC 2411.3.2.1. and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
windo 1;i, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL- �-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega,P.E.
2. 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 I
window:,, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
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FTL-J i-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega,P.E.
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C. CALCULATIONS
1. Ancho,`,I verification calculations and structural analysis, complying with FBC 61b
Editio'; (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by j
Antho�Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
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D. QUALITY ASSURANCE
1. Miami,lDade Department of Regulatory and Economic Resources (RER).
Carlos M.Utrera,P.E.'
j Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
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PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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E. MATERIAL CERTIFICATIONS i
1. Notice 1of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosif�ol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice,of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"Sentr''Glas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENT S
1. Statement letter of conformance to FBC 6tn Edition(2017),dated April 24,2018,issued
by ma T ufacturer, signed and sealed by Anthony Lynn Miller,P.E.
I 2. Statement I letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, P.E
G. OTHERS
1. None.
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Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence'Submitted
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawir!g No. 7700NOA-1,titled"Aluminum Single Hung Install (LM)", sheets 1 through 11
of 11, daated 04/01/18, with revision A dated 03/11/20, prepared by manufacturer, signed and
sealed bjy Anthony Lynn Miller,P.E.
B. TESTS
1. Test're'orts on: 1)Air Infiltration Test,per FBC,TAS 202-94
i 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 f
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per ASTM F588 and TAS 202-94 j
along with marked-up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsi1791 and Dowsi1983
silicones, prepared by Fenestration Testing Laboratory,Inc., Test Reports No.:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)
FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and
FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)
j dated ' 7/13/20, all signed and sealed by Idalmis Ortega,P.E
j C. CALCULALIONS
1. Anchor verification calculations and structural analysis,complying with FBC 6'Edition
(2017)and FBC 7`h Edition(2020), dated 03/13/20,prepared by manufacturer,signed and
sealed by Anthony Lynn Miller,P.E.
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D. QUALITY ASSURANCE j
1. Miami- Dade Department of Regulatory and Economic Resources(RER).
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E. MATERIAL'CERTIFICATIONS
1. None.
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Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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F. STATEMENTS
I 1. Statement letter of conformance,complying with FBC 6`h Edition(2017) and FBC 7'
Edition2020),dated March 10,2020,issued by manufacturer,signed and sealed by Anthony
j Lynn Miller,P.E.
2. Statement letter of no financial interest, dated March 10,2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
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G. OTHERS
1. Notice'of Acceptance No. 18-0430.06 issued to PGT Industries, Inc. for their"Series
66SH7 IOOA"Aluminum Single Hung Window—L.M.I."approved on 08/23/18 and
expiring on 08/23/23.
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Carlos M.Utrera,'P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
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SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW /
1)THIS PRODUCTHASBEEN DECIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF 17-13H8'MAX.O.G DESIGN PRESSURE PULING IMPACT RATING
THEFLORIDABUILDINGCODE,INCLUDING THE HIGH VELOCRYHURRICANEZONE(WHZI. 1 MAXVARIESPERGLASSTYPE• LARGE&SMALLMISSIE
/II SEESHEETS2-5 IMPACTRESISTANT j.
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR /
INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVfq THE OUTBOARD UTE(CAP)
MUST BETEMf EREO,USE ONLY GLASS TYPES 3,7,12,13 OR 15. ,
3)FOR MASONRY CATIONS IN MWEDAADE COUNTY.USE ONLYMIAMkOAOE COUNTY 17BIPMAX. 17yy- re NIAX
5212'WAX 6UCKW07TFi
APPROVEDMASONRY ANCHORS.MATERIALS USED FORANCHOR EVAL.UATIONS,.WERE (17-1/SEF NA7L IIIMXS r4.11/16'►NX.
SOUTHEwmwW ASTM C110 CONCRETE MASONRY UKIT8AND CONCRETEWITH MIN.KSI 8��-- O.C. (�°°")LED� D,Sff _ _I I- 5'MAX O.C. 1
PERANCHORTYPE 'I SHEETS&&S SHf1:T 10
AJSEE C,513: I
!)ALL WOOD BUCKS LESS THAN I-1/C THICKARETO BE CONSmERES B TRTE WOOD 6HESTS i SNEETIOF 1 �I
1XWOOD BUCKSAW OPTIONAL IF UNIT IS INSTALLED DIRECRYTO SUBSTRATE W000 I I /
BUCKS DEPICTEDAS ZXARE I-10 THICKOR GREATER.IXAND 2X BUCKS USED) EQ I /
SHALLBEDESIGNED AND SECURED TO PROPERLYTHANSFERL.OADSTOTHE STRUCTURE � i
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBLTIYOFTHE ENGINEER.(EOR) FN IFORARCHITECTOF RECORD,(AOR). OI I/ 17� OG I I/ A)UPDATED TO FBC
O By 2020,REVISED ANCHOR
5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR , ' , MAX i
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MEN.EMBEDMENT. 12-1/18'NAK O.C. TO TYPE TABLE.
WSTALLATIONANGHORS SHOULD BE SEALED.OYEIWLLSEALING&FLASHING STRATEGY X TO X, HECK ,
FOR WATER RESISTANCE OF INSTAUAHON SHALL BEGONE BY OTHFRSANDISBEYDND -I IQ � NTIP -I •JR-03111120
THE SCOPE OF THESE INSTRUCTIONS. PDIIALLY SPAC®
I ANCHORS PEL / 13SN6'MAX.O.C.
6)1/4'MAX.SHIMS ARE REQUUTEDATEACH ANCHOR LOCA710N WTlEREl11E PRODUCT TABU.SS&7 I I I m
NOT FLUSH TO THE SUBSTRATE USE SHOOS CNPABLE OFTRIWSFH7RMGAPPUED LOAM SMA)L� LU
G-1R'MAX. i -- O.C. I / c `o S
7)DESIGN PRESSURES: IS.MAX BUCK, 1 wn
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLETESTWGAND GLASS PFR A }n o1n0 O
AST51E730D.{ '� 1 03
N O
EL POSITIVE DESIGN LOADS BASED ON WATERTESf PRESS SIRUCNRALBCVCLE URF T S NO ANCHORSGT&LL Of_ Z Z
TESTING ANO;GLASB PER ASTM E1300. T
O.DESIGN LOADS ARE BASED ONALLBWABL.E STRESS DESIGN,ASO. I 83_t/8'MA7(.TIPTOOPNIDTH 1'KFBNOTCH 4-11NB'NWf. �TWEACHENDH OLLo W
AT EACH END AT FACH END mid
S)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTl INDLOADS U U L
CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE THE 33-7/3%STRESS INCREASE ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH W_m � roN
HASNOTBEEN USED IN THE DESIGN OF THIS PRODUCT.7HE 1.6 LOAD DURANON,FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL4JTE CONFIGURATION �W DHD
WAS USED FOR THEEVALUATION OFANCHORSINTO WDOMANCHORSTHATCOME INTO 1��'- Z
CONTA'TWITH OTHER OISSIMLLAR MATFRIAISSWW.MEETIHE REW6794ENT50FTHE pZ$ y O
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE i TG�'7'AUDWaetEGULssTrPEs USER INSTRUCTIONS: 4
S)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTSIPER Type �O�P6on(Uste4 hOm bc�dar to lNOdOQ I �j up u_
T&DI01 1)DETBULWETHE SITE SPECIRC,WINDOW OPENINGS DESIGN Z
CURRENT FLORIDA BUILDING CODEANOTOBEReAEWFDBYTHEAUTHORT(YHAIANG PRESSURE REQUIRFILLENTFROMASCE7. 7 W O
JURISDICTION. 1 UB'AtR.090'PVB,Ve'AN 2 Lo
$ W c6
2 13116'LNG:'V6'AN CAP,AIRSPACE,1/3'AN,.WTI'PVB,11W AN 2 2)KNOWING YOUR GLA22NG OPTION FABLE 1).WINDOW 51 J m
1D)REFERENCES:TEST REPORTS FTL I&78MI&18-7B35.Z;ELCO ULTRACON NON 3 13/16'UG UB'TP CAP.AIRSPACE,118'AN,.OGO'PVB,mr AN 3 CONFIGURATION AND SIZE,DETER YOUR WINDOWS DESIGNC7
DEWALTAEL.CO CRETEFlD(NOA:DEWALT ULTRACON+NOA;NAMONAL DESIGN 111 4 7/8'HS,.0W PVB,UB'HS 4 PRESSURE FROMTABLES25.IT MUSTBQWILOREXCEEDTHEZ Z O )>
SPECIFICATION FOR WOOD CONSTRUCTION,ANSYAF&PA NOS&AIMMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENTFORTHEWNDOWOPENINGoo m
5 3H8'AN,.090'PV6,3/16'AN 4 OBTAINED IN STEP 1. F Z Q
i7)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED fiV BUILDING OFFICIAL 6 13176'LIG WAG'AN CAP.AIRSPACE,VIP AN, PVB,1B'AN 4 ¢Ja o
7 13+16-LIG:3/1S'TP CAP,AIRSPACE,1/8'AN,.CW PVB,1/W 4 3)DETERMINE7NEANCHOR QUANTITY FROM TABLES6&7, o Z W n
6 3116'AN,.090'SO,3H6`AN 5 W N FIGURER ALLOWABLE SASH CONFIGURATIONSAND SHAPES 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEEP 8
-�{ WIDTH �---� W07K �--� WIDTH �-- 9 WIS'HS,.OSVSG WIE'HS 5 FOR EQUAL LEG INSTALLATION ORSHEE7'G FOR INTEGRALFNQ O
10 1311 V LIG 1/6'AN CAP,AIRSPACE,1IW HS,.090'Sa Ur HS 5 INSTALLATION. q+u oaa0 vy:
T I T _ _ T 11 1WIS'LIG:1/6'AN CAP,AIRSPACE,3/16'AN,.0W SG,WAS'AN 5
6/ /�/ NOTE:UESIGN PR65URE RATING DETERNNIQy&REIGN ISTHE SAME
12 1Wt6'UG:V6'TP G(P•AIRSPACE•1/6'HS,.090'SG 110'HS 5 PROCESSFOR/LLL FRkNGryPES(RANGE.pITEGRAL FIN OR `111111 I I11 r rrrA''
13 13/1G'LNG:1/B'TP CAP,AIRSPACE,3H6'AN,.O90-SG.WIG'AN 6 EQUALLE-0BO)q �: ONYLYNly
14 13A16'LNG:WI13'AN CAP,AIRSPACE,1IS HS,.09Q SG,1/B'HS 5
= x x x 15 1316'LG:311G'TP CAP.AIRSPACE,UIP HS,.C9W SG.1I8'HS 5 Q
58705
! 1 CODES ISTAN13ARD.4 USED. SG-KIAARAYS YGLASE INTEIBAYER BY MEWC. S N c _.IKUR = I =1F=
RECTANGULAR RADIUS-TOP RECTANGULAR •ZD20 FLORIDA BUILDING CODE(FBC 7TH EDITION PVB-KURARAYTROSIFOL PVBINTERLAYEt6Y DESIGN PRESSURES/GLAZING OETAUS_.�24 ?� 31 Q Ar:
WRH®UAL WEI71 PROYIEW W1T11 CUSTOM •2017 FLORIDA BUILDING
CODE(FIiC,GTH FDr%N A!/�
KN A NN AMFAICf�NC. I NCHO INSTALLATION.
RIF_S._._.__..�. 58 -O TE OF
LfiE STSH SASN S/SH •ASTMLF&PA N9 AN-ANNEALED NSTALATION,FIANGE__...._.._____7 �'C•'•...
ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES •ANSUAF&PA NOS2018 FOR WOOD CONSTRUCTION HSo HEATS'IRE OTIENGO NSTALLxnON,C-GUALi(_;:.__._.__._._6 -;S..,CO......�G�C�;
•ALUMINUM DESIGN MANUAL ADNLMIS _ i S
MAYBE USED BY INSCRIBING THE SHAPE IN ABLOCKAND OBTAINING •AISI SIOD-16 �� NEORUSION PROFILES_ _.. —_80 ��NAL EN�`�
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE 1
TABLES BNTHEF0=1VING SHEETS. i •RISC 38416 ASSEN®LY&PARTS UST_....__.. __..71 ALY�IAIL�I.ER,PP
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