HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
MIAMI-NO—EN MIAMI-DADE COUNTY
mm PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strect, Room 208
BOARD AND CODE ADMINISTRATION DMISION T (786) 315-2590 F (786) 315-2599
-NOTICE OF ACCEPTANCE (NOA) www.inininidade.gov/economv
PGT Industries, Inc.
1070 TechnologyDrive
North Venice, FL 3427S
SCOPE:
This NOA is beingissued under theapplicable rules and regulations governing the use ofconstruction
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 orpewir o meet the requirements of the applicable building code.
This product is app. w5e
,ps-zlescri e "in, and has been designed to comply with the Florida Building
Code, including the Iygh Velocity Hurricank Zone.-
DEscwmom �eries "HR-210" AlumAmn Horizontal Rolling Window - N.J.
APPROVAL DOCIMMENT: Draww�in�o. AM-HR210-02 titled "Aluminum Horizontal Roller Window",
shects I through I I 044,date&-M715/17, prepared by manufacturer, signed and scaled by Anthony Lynn
Miller, P.E., bearing the Product Control Revision stamp with the Notice of Acceptance
number and expiration da2iamyi aD,2 ==miDaa le County Product Control Section.
AIISSILE IMPACT RATtG.,None.
e
be.
ar
LABELING: Each unit st a ,Zanent label with the manufacturer's name or logo, city, state,
-Dade County Product Control Approved", unless otherwise
model/series, and following s "Miami
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.
TERNMATION 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.
LNSPECTION: 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# 16-0629.02 and consists of this page 1 and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0411.05
NAMMADE COUNTY Expiration Date: April 05,2022
F-7 ; =oz i ApprovalDate: August31,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted tinder NOA No. 11-1201.04)
2. Drawing No. MD-HR210-02 titled "Aluminum Horizontal Roller Window", sheets I
through 11 of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durascal' spacer system, Super Spacer' NXTThl spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02116 respectively, 41 signed and sealed by Idalmis Ortega, P.E.
(Submitted underprevious NOA No. 16-0629.02)
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) Forced Entry Test, per F13C 2411.3.2. 1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum
letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-1201.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5kh
Edition (2014) and FBC-011 Edition (2017), dated 0 V3 1/17 and revised on 08/02/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTINCATIONS
1. None.
,.;;7—jorge M. Plasencia, P.R.
Pr?duct Control Unit Supervisor
NOA No. 17-0411.05
Expiration Date: April 05, 2022
ApprqvalDate: Angust3l,2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EWDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-511 Edition (2014) and F13C-6'h
Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted underprevious NOA No. 16-0629.02)
4. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued
by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively,
both signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-1201.04)
G. OTHERS
1. Notice of Acceptance No. 16-0629.02, issued to PGT Industries, Inc. for their Series
"HR-2 10" Aluminum Horizontal Sliding Window - N.I., approved on 08/04/16 and
expiring on 04/05/22.
,;"Jorge M. Plasencia, P.E.
Pro#fict Control Unit Supervisor
NOA No. 17-0411.05
Expiration Date: April 05, 2022
ApprovalDate: August3l,2017
7
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TYP. XOX (1/3-1/3-1/3) ELEVATION
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GENERAL NOTES'SERIESZO NON -IMPACT RESISTANT HORIZONTAL ROLLER
11THIS PRODUCT HAS BEEN DESIGNED XTESTEDTO COMPLYW[TH THE REQU(MMNM OF THE ROMDABULDNG CODE. INCLUONG�EHIGHM�IWHURRCMEZCN�(KVM.
REQUIRED SHEU10- 3'
OCCRNERS SHEETIO
TYP. XOX (1/4-1/2-1/4) ELEVATION
SHUTTERS ME REQUIRED WHEN USED IN WND-BORNE DEBRIS IRLSI.N.. .
MR MASONRY APPUCATONS IN COUNTY, USE ONLY MAMI-DME COUNTY APPROVED MASEWNRY ANCHORS. WMRVkS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN FINE. ASIA
0 CONCRETE MMCt4RY UNITS AND CONCRETE WITH MIN� MI PER ANCHOR TYPE.
ALL, WOOD SUCKS LESS THAN I 4W THICK AR(i TO BE CONSIDERED IX INSTALI-ATIONS. 1X MOD SUCKS ARE OPNOMA. IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD DUGO
11�11 AS 2X � 1.1W WK;x OR GRfAMR. IX AND a BUCKS MEN USED) SHAUL BE DEWGN90 AND SECURED TO PROPEd-Y TRANSFER WADS TO THE STRUCTURE. MOO DUCK DESIGN
BE SEXM-OVERALL SEALINWLASHING STRATEGY FOR WATER RESISTANCE OF SHALL BE DONE BY OTHERS AND 13 BEYOND WE SCOPE OFWME INMU=ONS.
6) itr MAN. SHIM ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCTIS NOT FLUSH TD WE SUBSTRATE. USE SHM CAPABLE OF �NSFERRNG APPLIED LOADS-
?) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE MSTNG AND GLASS PER ASTM El 300.
B. POSITIVE DESIGN LOADS BASED ON WATER MST PRESSURE STRUMR& & MILE TESHNG AND GLASS PER ASTIA E130C.
C� DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. MD.
8) WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WINDLOADS CORFRESPONDING TO THE REQUIRED DESIGN PRESSURE. WE 3�1= STRESS INCREASE HAS NOT MEN
USED IN WE DESIGN OF THIS PROXHICT. WE 1.6 LOAD DURATION FACTOR WAS USED FOR WE EVALUATION OF ANCHORS IWO MOo. ANCHORS THAT COME INTO CONIACTWTH OTHER CISSIMI
"TERIALS SHAUL MEET WE REQUIREMENTS OF WE FLORIDA GUIL-01140 CODE FOR CORROSION RMISTINCE.
9) METAL SUTAHB M MEET Id"TRENGWI AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORM HAM NIS JURSDIC'ilON.
10) REFERENCE& TEST REPORTS M-66S7 & 6658; ELM UL71RACON NON ELCO CRETEFILEX NON MT. DESIGN SPEC. FOR MOD COMMUCTION. ANWAF&PA NOS &A1UM.1NUM DESIGN MANUA- (MI
11) APPLICABLE EGRESS REWTIREMEWS TO BE REMEWEI) BY BUILDING OFFICIAL-
-1
A
SHEETS
7A8
— �Iv
CODES I STANDARDS USED
:2017 FLOMA BUILDING CODE (FBq. I EDMON
20 4 RONDA BUILDING WOE (MC). 5TH EDMON
-ASTMEISXSQ4
. ANSVAFSPA NDS4!01 5 FOR MOD CONSTRUOPON
-M.WINUM DESIGN MANUA, ADM-nJ 5
-AISI SIGM2
.AISCI�10
DESIGN PRESSUMS. XOJOX .......... 2
DESIGN 3
ANCHCRQUANTTFEEXOYOK-4
AMCHORQUAWmES.1nXOX.—S
ANCHOR QUANTITIES, 1NX=X- 6
Sm MR .... . . . ....... 7
12)WE 210 SERIES HORIZONTA. ROLLER WINDOW WAS FORMERLY MOWN AS T11a 201 SERIES. DESIGNPRESSURERNTING PRODUCT REVISED
THE SITE SPECIF1C.%VKDOWOPENNGZ DESIGN PRESSURE REQUIREMENT USINGWINDLOAD UANDARD
SMP 1.
3) DETERMINE WE MOSTSUITABI.E ANCHOR GROUP FROM TABLE 20 ACOORDINGTIDTHE INSTALLATION CONDITIONS.
4) DEMRIANETHE ANCHOR OUANTFFI FROM TABLES 6-16, WIULMEET
REQUIREMENTS FORYOUROPENNEIS CONDITION MOM TABLE 20.AND THATAULMIN. REWMMWS FRONTING
SHEETMTAREMET.
II)INSTALLASPERSHMMTOR8.
VARIES,
an Pa., ry. MM th. Ficuld.
Building
SEE SHEEM 2 & 3 im
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Expiration Daft 041051202C!
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GENERAL NOTES & ELEVATION
J ROSOWSKI
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ALUMINUM HORIZONTAL ROLLER WINDOW
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'MD'HR210-02
HR-210
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171 I I
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TABLE 1:
Maximum Design Prressures sf)XO
Tip,to-Tlp Tip -to -Tip wl Slandaid Meeting Rail CLL / Heavi-duly Meeting Rail-,.�
Width Height Glass I Glass 2 Glass 3 Glass 4 & 5 Glass 1 --GIMM-2- -0111937- Glass 4 & 5
2641Z' 755 0-1-90-0 +55 -(Y 90 0 175-5019-0 0 75501-900 '75 -Gt9D 0 7650-900 75501-900
37' +55.0/-73,5 +55.01-90.0 +55,01-90.0 +56.01-90.0 -55.01-73.5 +55.0/.90.0 +55.01-90.0 +55.01_qo.O
45' +55.01-67.5 �55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-67.5 -55.01-90.0 +55.01-90.0 +55.01-90.0
49P +55.0/-66.0 �55.01-90.0 455.01-9D.0 -65.01-90.0 +55,01-66.0 +55.01-90.0 +55-01-90-0 +55-bb-90-0 PRODUCT REVISED
38,318' as corapIV.7
75�.-01-63.7 .55.0/.90.0 +55,01-9D.0 +55.01-90.0 +65.01-63.7 +55,0/.90,0 +55.01-90.0 +55.01-90.0
61" +55.01-59.2 +55.01-89.2 +55.01-90.0 +55.0,L90.0 +55.0t-69.2 455.01-89.2 +65.01-90.0 465.01-90.0 'OA-N. 17-0411.05
68' +66.0/-56.3 +55.0/.79.7 +55.01-79.7 +55.0/-79.7 +55.01-56.3 455.01-79.7 +55.01-79.7 +55.01-79.7 TABLE 2: E�I.U.. Dab, 0410512022
74' +51.11-51.1 +55.01�63.5 +55.01-63.5 +55.01-63.5 +51.V-51.1 465,01-63.5 +55.01-B3.5 +55.01-M.5 Glass Types
26-1/2, 5' *C"90 0 +65.01-SO.0 +550-90.0 +55,01-90.0 -55.01al?0.0 465.0/-9D.0 +55.01-gD.0 .55.01-90.0 Glass I Ifor AnnBaw 'EM =..I
37' 5 2 +55.01-130,0 +55.01-90.0 +55.01-90.0 +55.(Y-81.2 .55.Cf-90.0 +55.01,90.0 -55.01-90.0 lfi� Tempered
49q +55.01-85.1 +55,01-85.1 +55.01-90.0 -53.1/-53.1 -55.01-88.9 +55.01-90.0 +65.01-90.0
s 5 * DA61 i IM Awea!ed 11CA IM AruIsalsd
45' 37 .3 7 +55.01-90.0 +55.01-90.0 +55.01-90.0 +53,7/ZS.7 +55.0/.90.0 +55.01-90.0 +56.01-90.0 WIWArnesled
- 13 - I Glass 2
SS -6 - - Im Ans'se's"
---75 ' - - his
+55.01-75.1 +56.01-75.1 +55.0/-90.0 1�50.41-50.4 6.01-79.3 +65-01-90.0 +55. 0 _�JF - Annealed
44' 11 41 624 +65.01-81.0 +55.01-81.0 +55.01-90.0 +52.4f.52.4 +55.01-85.0 +55.01-M.0 +55.ff.90+0
0, 4
61, +5 10 "'B"' 3/16 AIM Abspace - 118
.,j 8 -72.5 +55.01-72.6 +55.01-79.7 +48.61-48.5 +55.0147.1 +55.01-79.7 -55.01-79.7
66, V+44 +55.0/ XIV Twwsad LU a 0 -s
5
63 .63.5 +55.01-63.6 >
-63.5 +55.01-63.5 +55.0/-63.5 +44.21-44.2 +55.01 .5 +55.01 Glass 4
74" 442 442 +55.01 - 1/4' Tmpensd 90! 0
+55.01-86.9 +55.01-90.0 .55,0(.90.0 +55.(Y-90.0 TO -otw 9 73-057955 -;755.Q`-9D.0 +55.01-90.0 9
26-1/2' lir TsopeRd - 1/4' AinI - 119- T-11pered
37' +55.01-W.O .55.01-57.2 +55.0487.2 +55.0/-90.0 +55.01-55.0 +55.01-90.0 +55.0f-90.0 +55.01-90.0 5
45" +44.61-44.6 +55.01-76.0 +55.0t.75.0 +55.01-90.0 +44.6144.6 +55,01-89.2 +55.01-80.3 -55.01-90.0 l31lI7T=peied-XI
0 z
+43w6/-4346 +55.01-70.6 .55.01-70.51 +55.01-88.1 .43.6f.43.6 +55.01-79.9 +55.0/.78.5 +55.01-90.01 0 1, a5 NIB Us
5 .518* z I
D +43.5143.5 +65.(Y-66.7 +55.01-66.7 1 -55.01-a3.4 +43.61-43.6 +55.01-T3.8 +55.01-78.3 +55.01-90.0 ad
75-
+42.8142.8 .55.0/-61.1 +55.01-81.1 -55.01-76.4 +42.81-42.8 +55.01-67.2 +55.01-T7.0 +55.(W.52.9
I.- Z
6 +41.61-41.6 +55.01-68.6 +55.0/-58.5 +55.01-73.1 4410-41.6 +55.01-65.2 +55.01-74.9 +s5,01-79.5
T4. +38.91�38.9 +65.01-55.3 +55.01-55.3 -65.01-63.5 -38.91-38.9 +65.01-62.0 +55.01�63.5 +550-63.3 NOTES, 0 X
26-111z, +55.M-67.9 +650-90.0 +55.01-90.0 +55.01-90.0 +550�67.9 +560-90.0 +65.01�90.0 +55.0/-90.0 w
1) USE VIS TABLE FOR ALL XOM WINDOM PER T-iE ELEVATION ON 6 o
37" -;-49.-7/49.7 +55.0t-67.2 +55.01-61.2 +55.01-84.0 +49.7149.7 +55.01-90.0 +55.01.89.6 +55.0t-90.0 SHEET1. DIMNSIONSSHOMARETIP-T�TIP. X -
45" +35.51-35.5 +55.01-5T.1 +55.01-57.1 +65.0/41.4 +35 177 2)FORS1aSNOTSHOM.ROUND UPTOTIIENE)TAVAi.A3UE1MDTHOR o
.51-35.5 +55.0`47.2 . .._ 15,01-77.4 z ""s
D63' +32.3/-32.3 453,41�53,4 +53.41�53.4 +55.0/.66.7 +32.31-32.3 +56.01 . +55.0/458.1 ppli�01-72.3 HEIG� DIMENSION SHOM ON �E TABLE. N D
+31.2J-31.2 +50.21-50.2 +50.21-50.2 +55.(Y-62.7 +31.21-31.2 +55.01-697r 4664,61M +56. IX
01-68.0 3) DESIGN PRESSURES IMY BE INTERPOLATED �M GOES, 3�
.1:41 4 +45.4145.4 +65.01-56.71 +31.111-31.8 i2 I;
i� " +510-51.1), 07-61.5 'm
U +�Lw�.0 +w.w�.v +32.0/�32.0 +49.3141.1 455.0f-S7.6 ±5W,01-511.3 0
;:312 CII-3-2 �I-.32�
4U.w�.0 +bU.w-bU.0 :;-M-01300 -;-47 91-47 9 + +54.2f-q.2 z
+30.0f�-D +
26-1/2' +55.01-90.0 +55.0f-90.D +55.01-90.0
+65.01-77.0 455.01-77,9 .55.of-7a.T
+65.01-0.8 +55.01-57.1 -55.01-66.0 CONFIGUMMONS APPLIGAM-E TO TkIIS WEST L
+55.01-61,3 +50.61-%6 +650-6LIJ "'i 'I",
454.01-4.0 +46.8146.8 +65.0/.57.4
4440144.0 +48.4146.4 +51.8f-51.8
441.2J.41.2 +47.0/.47.0 +46.F/48.9
NDS8705
+39,81-39,8� +45.01-45.0 +45.11-45.1
AM
455-1-s-7.6
A. L� MILLER PE.
I L - - Rr� I
TABI-E & 'ABLEA'
Maximum Design Pressures (psf) XOX, 113 - U3 - 1/3 Configuration Maximum Design Pressures (psf) XOX, 114 - V2 -1/4 Configuration
'np-ta-Tlp Tip -to -Tip wl Standard Meeting Rall I wl Heavy-duty Meeting Rall Tip -to -Tip Tip-lo-Tip w/ Standard Meeting Rall wt Heavy-duty Meeting Hall
Width Height --dInS2 GlaSS3 GINS4&5 Glass 2 Glass 3 Glass 4 & 5 Width Height Glass 2 Glass 3 1 Glass 4 & i Glass 2 Gins 3 Glass 4 & 5
-+Vol 9-0 0 -971-18- +55.0/-90.0 .55.01-90.0 +550-ecto +55.ol-eo.0 + .01 0.0 +55.01-90.0
4S' +B.U-90.0 .5b.ot-90.6 + ff. 55 -9
53-IJW +55.01-90.0 +55.01-913.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 74" -55.01-80A -55.01-80.4 +55.01-90.0 +55.111-83.1 +55.01-90.0 +550-90.0
61, 38-318" +55.01-90.0 +55.0t.90.0 +55.0490.0 +55.01-90.0 +55.01-90.0 85, 38,T8, 455,01-74.7 +65.01-77.2 +55.01-90.0 456.01-74.7 +66.01-81.8 +55.01-90.0
74- +55.01-81.0 +55.01-81.0 +55.01-90.D +55.01.90.0 +55.01-90.0 455.01-90.0 97- +55.0/-65.3 +55.101-72.5 +55.01-87.0 +65.01-65.3 -55.01-72.5 +55.01-SO.0 PRODUCr REVISED
- s. I
+55.(Y-75.6 +55.01-75.6 +65.01-88.2 +55.00.90.0 +55.01.90.0 455.01-90.0 107 +55.01-66.7 +55.01-64.8 +55.01-84.7 +55.01-56.7 +155.01�64.8 +55.01-90.0 1.1dt;,p=n
90, 55.01-73.8 +55.01-73.8 �55.01-88.1 +55.01-90.0 +55.01-90.0 +55.01-90.0 120" +49.71-49.7 +55.1111-57.6 -55.01.83.2 +49.7149.7 +55.01-57.6 +55.01-90.0 No".. 17-0411.05
49' +55.01.90.0 +55.01-90.0 +65.D/.90.0 +55.01-90.0 +55.0f.90,0 455.01-90.01 53-1/8, +55.0/.79.5 +55.01-79.5 +55.01-90.0 +55.01.85,0 +65,01�90.0 +65.01-90.0 E.,I.tI.. but. 04/0512022
53-118, .55.01-84.7 �55.01-84.7 +55.01-90.0 +65.0/-90.0 +55.0/40.0 +55.01-90.0 74' +65.01-64.9 +55.01-64.9 -55.0/-75.8 -55.01-72,8 +55.01-79.6 -�65.01-90.0 BY
61' 44' +550-76 3 +55.01-76.3 455.01-89.0 +65.01-90.0 +55.01,90.0 +550-910 ev 41V +55401-6lw2 +55.01-61.2 .55.0/-71.4 +55.01.67.2 +55.01-71.1 +5&DI-90.0 hfi�.I�pm �.t.
7e +65.01-66.8 +55.01-66.8 -65.01-77.9 +55.01-88.9 +65.011-89.0 +55.01-90.0 9r +55.0/-S.B +55.01-58,111 -55.01-68.6 +6 . 1+ + U
+55.aI-61.5 +55.01-61.5 +55,01-71.7 +55.0/-81.8 +65042.0 +55.0f-90.0 109" +53.41-531 1 155.E a 90
:,E.! +55.01-66.5 +5141.53A +65&01-55& +55.01- .0 9
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INSTALLATION TRANSRR LOADS TO ME STRUMURE.
. =
-0
jo � INSTALLATION DETAILS, STD MR J ROSOWSKI
BUCK DESIGN AND INSTALLATION
OPTION 3
1070 TECHNOLOGY DIWE
VERTICAL SECTION B-B
N.VENCEA-3W6
tNSTAU-ATIONANCHOM ENGINEER ORARCHITECTOFRECORD.
ALUMINUM HORIZONTAL ROLLER WINDOW 103/15117
�OUGH ix BUMTRP MMIMUM SHIM THICKNEWTO BE 1W..
L
IWO MASONRY.
77'OFll
M� HR-'210
1'�iS IMD-HR210-02
PEA 5810
INSTALLA71ON OPTION I CONCRETE'Dblu HEAVY DUTY MEETING RAILn6 lxMOU
PERANCHOR TYF.ANCHCRTYPE. SU CONCRETIM
INSTALLATIONANMORS IWO ItXMOO. REQUIREIVENT P.
01,710NAl. EDGE EMBEDNENTAHOUGS SMNOTE2, ORCIAU
BD ACDON mmoo DISTANCE EUBEDNENT FER
T— V4' NAX SEETABLE20.SFEET11 ANCHOR
HEAD. 93 REQUIRE.
EDISE x 3Do SO 1D MENT
DISTANCE x
SASH
BASIN VISIBLE
4CHORT�E.. 57 VISIBLE cc) UGHT EDGE
DMENTMO LIGHT MOTH DISTANCE
INKITH
;UVSTRK�E, FVQID
TABLE �, 76 i 74
SHEETII. VISIBI22
EXTERIO 26 LIM 70
,1 21 A WE EhiBED.
11 NEW
INSTALL NTION
OPTIC N_2 INSTALLATION
V! tal-E INSTALL ITON OPTION 3
FIXEI) I AN -UCKWDT� - --------
I CHORS I REMY INSTALLATION ANCHCRS
LIGHT T�TO-TRWDTI.
HEIGHT I INTO mJV ONRY.
HASH HORIZONTAL SECTION A -A INTO NASONRY.
Tl?.�Tp VISIBLE
lmrmAxsmv
HEIGHT HEK�
LIGHT
K 4 =MDD —.1 ......
E
0 0 x SELF4RILLING 10 11 DMEEDUENTANDEDGE
MIGHT SMS (W). SEE TABLE x STANCEER SUBSTRATE,
W, SHEIET11.. —\\ SEETABI-220.5KEET11.
2 4it
CADE "FROVED
mUuuON,AuRvN 0
31 STEEL FRANING OR WHMSMUE
STUD.S E U UGHTWOTH
PROPE 20,
57 �CUTUENGTH SHE jj�
12 @EA,,
NEETINGRAIL
3 EXTERIOR 25 FIXED VISIBLE
INSTALLATION UGHTWIDTH INSTALLATION
-G—PTI—ON4 HEAVY D
ENBEDNENTANDEDG- 6 OPTION I
DISTANCEFER INSTALLATION PAINETING
SUBSTFIXTESEE ANCHORS NSTALLADON
TABLE20.SHEET11. DIRECT-YIW0 ANCHORS IWO M
METAL. MOD.
NOTES�. T[pvvuTH — I
1) USE ONLY SUBSTFATE�AFFROFRUTE PRODUCT REVISED
ANCHORS LISTED ONTAI3UE2DCFSHEETIl. HORIZONTAL SECTION C-C ni� pKnTwHh�FJwIda
ilemAxs-um UNITS.ANYINSTALLATIDNOMONSHOM No", 17-0411.05
UMOD NAY BE USED ON MY SIDE OF THE VMCOW. 0,,N, R�� ExplIation Rale
11CIENS,
Rwl�
MIS SHEET. CONCRETEKR ARETOBSCONSID Na 68705 s ..'m
ANCHOR MOD BUCKS ME OFTIONAL. UNIT MY BE
REQUIREVES INSTALUEDDIRECT.YTOSUBSTRATE. MOD
E)ITENJOR TEDASVARE1.10'THICKOR :2-
GFEATER. 1XAND IV(SUCU (WHEN USED) "A
INSTALLA71ON SHALL BE DESIGNED TO PROPERLYTRANSFER 1070TECHNOLOOYDRVIE INSTALLATION DETAILS, HD MR J ROSOWSKI
OPTION 3 LOADSTOTHESTRUCTURE, MODSUCK 4"
VERTICAL SECTION B-B 4ORIOI`..-'C,\+
......... K VENICE. , MUS nw! 0.w
IT 1�
RESMNSISIUTY OFT4E ENGINEER OR 1,; la"Ill ROULERWINDOW 03115J17
TIlROUGH lXBUCKSTRP (94*�lsoo ALUMINUM HORIZONTAL
pus" HR-210 N�S r 8 OF 11 1 'MD -AR
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ASS SITE Z ll!k
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f T-
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sum
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o SUPER
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8SPACER
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MLYIS�
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- IMKKI�SSUACK
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W16-AIRSPACE
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Im, Arctealm
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Glass 4
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114- TmpwiNi
Clan 5
VS- Tmpemd - 1/4'Aimpne - lfir Tempemd
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PRODUCT RMSED
...... W-7. -fth bo, Ff.rliLm
D.Ildl, .
NQA-N. 17-0411.06
Exp1mHom Dat�04105=22
MI.I-W
,,FdbP.d..tc.rIt�s I
NIS COMPONENTS J ROSOWSKI
N.VERGE.R�5 �l
(941�41))-ISDO ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17
90FIl 17DA21D-02 I'
STD. MEFrlNG RAIL
(HD SIMILAR)
ASSEMBLY DETAILS
3 SIU.AD�ER
A REQUIRED FWNDOWW10�16 0WR8r.
a REQUIRED IFMNDMMTH IS O�WMDUPT06r.
E. REQUIRED lFWNWnWID� IS OVERM
A-10 D.REQUIREDIFW�WJD�IS 0�114V.
�— 1.2M' --] ] �— ilW
DETAILS
TH�MvEpts.
MWMDspMNNG
PRODUCT REVISED
26 COMPI clr 1� M. R.'Ift
17-0411.05
W.V.. 13��04105/2022
Horn
Pon#
Description
Mobel.1
I
mm
—W=
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laV 1
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1) "ERE SUBSTMTE CONDITIONS REQUIRE ANCHORA,SE MOM MORE THON ONE OF THE
MCHOR GROUPS AEO�. CHOOSE THE ANCHOR GROUP OF THE LOVIEST UETTER FOR
TOBLES IN THIS APPROVa.
--uCHORHEADTIrOESAREOPPI-ICAB�
j- T TABLE 21:
MaPIPI Mis. FIr I Mid. F.
Sued Sew 92 kW Imkol
od, -60k.1 95k.1
Alosco. Wire] IIOIGI
ScOUSoCont 166ked 177ksi
41I)SEIDOrCRIo� IT.4 kos 180.7 kel
is km 12 k.]
6�70 WWRU. 0 W 56 —k.I
ASS; sups, sek"I 55 W
trw T- GrIsSludshuf -ftf I,_
Aw i�H
On'
0 OW
ON=... Gud.� PRODUCT REinSED
Kh the FI.ddu
Buildhi, .
NOA-No. 17-0411.05
po�d W. Enph.U.. Dow 04/0512022
LYN'N
...... �; ..... I by
OC -w FW--T I
I ml...Pono
Z No 587M
1A
BOM & PART DETAILS, ANCHOR TYPES I J ROSOWSKI
(941)48�1600 IATUMINUM HORIZONTAL ROLLER WINDOW 103/15/17
HR-210 NTS 1 11 OF 11 1 MD-HR210-02
MIAMI-D
MM MADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGUIATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DfWSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w�.miamidade.gov/economv
PGT Industries, Inc.
1070 Technology Drive SCANNED
North Venice, FL 34275 BY
SCOPE: St. LLICI . I? COunt
This NOA is being issued under the applicable rules and regulations �overning 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 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 d
�qsl I to comply with the Florida Building
Code, including the High-V—elocity Hurricane Zone.
"PW-220" Aluminum Fixed Window — NX
APPROVAL DOCUI��. Drawing No.
ixed Window Installation Guidelines",
sheets I through 8 of 8, dated 64101111, with revision D dated 06/06/17, 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.
MISSILE LMPACT RA one.
LABELING: Each unit s7ha e a p ent label with the manufacturer's name or logo, city, state,
modellseries, and following Istatemen.: Mia.mmi-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.
T7ERWM*iA11ON 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.
NSPECIION: 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# 16-0505.03 and consists of this page 1 and evidence pages 13- 1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0614.05
Expiration Date: August 18, 2021
ApprovaiDate: Octuberl2,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0509.02)
2. Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets I
through 8 of 8, dated 04/01/11, with revision D dated 06/06/17, prepared by
manufacturer, signed and sealed by Amthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum Exed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-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-51h
Edition (2014) and FBC-61h Edition (2017) dated 06/09/17 and 09/14/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTEnCATIONS
1. None.
E-1
M. Plasencia, P.
Projduct Control Unit Supervisor
NOA No. 17-0614.05
Expiration Date: August 18,2021
Approval Date: October 12, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMIENTS
1. Statement letter of conformance to FBC-511 Edition (2014) and FBC-6'h Edition
(2017), dated 08129/17, issued by manufacturer, signed and scaled by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. RER Test Proposal#1372B dated 11/9/16, signed by Manuel Perez, P.E.
4. Laboratory compliance letter for Test Report No. FTL-6482, issued by Fenestration
Testing Laboratory, Inc., dated 03/24/11, signed and scaled by Marlin D. Brinson, P.E.
(Submitted tinder NOA No. 11-0509.02)
I Notice of Acceptance No. 16-0505.03, issued to PGT Industries, Inc. for their Series
"PW-220" Aluminum Fixed Window - N.I., approved on 06116116 and expiring on
08/18/21.
�Oorge M. Plasencia, P.E.
Pro Control Unit Supervisor
NOA No. 17-0614.05
Expiration Date: August 18,2021
Approval Date: October 12,2017
E-2
GENERAL NOTES: SEMES 220 NON4MPACT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRENEMS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH V5LOCITY HURRICANE ZONE (IHMZ).
2) SHUTTERS ARE REQUIRED MEN USED IN WIND-SORNE DEBRIS REGIONS.
3) FOR IAASONRY APPUCATICNS IN MIAMI-DADE COUNTY. USE ONLY IMAIMI-DADE COUNTY APPRO� MAISONRY ANCIAORS.
MATERIALS USED FOR ANCHOR EV�UAWNS WERE SOUTHERN PINE, ASTIA Coo CONCRETE MASK)NRY UNITS AND CONCRETE
M-HMN.KSIPEF"HCRTYPF SEETABUES,WEET&
4) MABONRYANCHORE MAY SE USED IWOMOD AS PER T� 3. S14EETIAJ�MOO SUCKS UESSTHAN MG-THICKARE TO
BEWNS[DE�DIXINSTAUnOM.IXWOMBUC��C"ON�IFUWISINST��DDIREMYMWBSMMWWD
BUCKSDSPICTEOASIMAREi-1WTHtCKORGR�TER. IXMD�BUMC"MVWDI��BEDE&G�MMOPE�y
MOD BUCK 19 THE RESPONSIBILITYOF THE WMEEROR
ARCHITECTOFMCORD.
5)ANCHOR Eh!DEDMENTT0 BASE MATIERAJ. SI,UU1. BE BEYOND WALL DRM640 OR MCCO. USEANCHORS Of'SUFFICIENT
LENGTH AS SPECIFIED ONTABLES 3 & 4. SHE�3 & 4. NARROWJCINTSEALANT 6 WED ON ALL MURCORNERS OFTHE FRANS
INSTALILNTIONANCHORS SHOULD BE SE�O. OVERAU- SEAUNGMLASHING STRATEGY FOR WATER RESISTMI
INSTALLATION SHAUL 02 DONE BY OTHERS AND IS BEYMDTHE SCOPE OF THESE INSTRUCTIONS.
0) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE THE PRODUCT [SHOT FUUSH TO THE SUGSMTE. USE SHIMS
CAFABLE OF TRANSISFAING APPLIED LOADS. WOOD DUCKS, BY OTHERS MUST BE SUFF1004TUYANCHORED TO RESIST LooDS
IMPOSED ON THEM BYTHEWNDOW.
7) DESIGN PRESSURES:
& NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, RI ANALYSIS AND GI -ASS PER ASTV E1300.
S. POSITP4E DESIGN WADS BASED ON WATER TEST PREWURE, STRUCTURAI.TEST PRESSUM. FRAME ANALYSIS AND GLASS
PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALUMABLE STRESS DEVGN� MO.
6) THE ANCHORAGE METHODS SHOWN HA� BEEN DESIGNED TO RMSTTHE WINDLOADS CORRESPONDWO TO WE RoCk)IRED
DESIGN PRESSURE THE 33 In% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN 01 PRODUCT. THE 1.6 LOAD
DURATION FACTOR WAS USED MR THE ENOLUATION OF ANCHOR$ INTO MOD. ANM)RS THXTCCMZ- INTO CONTACT iNTTH
OTHER DISSIMII-AR MATERIALS SIHAU. MEET THE RECUIREMENTS OF THE FLORIDA SUMM CODE MR CORROSION RESISTANCE.
O)RE��N�S.M�REMRM�U;UL�ONNOA-, ELCOCU��NO&MSU�WANDSFORW�WNS�U�N
ANZ)ADMALUMINUMDESIMMANUAl-
III) THE 220 SERIES FIXED NNDOW WAS FOMERLY KNOM AS THE 6000 SERIES (FLANGE FRAME) OR6D0I SERIES (FIN FRAME).
i WIDTH � WIDTH ---q WIDTH -1 F-- WIDTH —i
T Tn T To
I,=
JL 11 1
WIDTH F— WIDTH --I
I WIDTH i WIDTH T' Ff
LILt )L
L
---I WOTH �— --i WIDTH
F— ---A T7a'"N
WIDTH
F=-7 - �. I WIDTH
L
L/ I
Ile L
60-BUCKWDM
VISIBLEIINTWIDTH 68.6116.
I SIEUELIGHTWDTH
MAX. 0. 4.MAX. I
MAX. OA
Ix"Em TEM,'
EREDGLASS 94 IV
T VISIBLE
U.,
VISIBLE HaGHT
D.C. LIGHT UGHT
HEIGHT or
TIP -TO BUCK
Ir
TIP w MAX, O.a. HEIGHT
HEIG ANNEALEOGI.ASS
I T—T
w =8 2 =—D
MAX W MAX D.C., ANNEAJ.EO GLASS
MAX O.C. TEMPEfIED GLASS
T �y 5' EVATION
YP. FLANGED TIO TYP. INTEGRAL FIN FRAME EL
(TESTED UNIT (TESTED UNIT)
GUIDE TO TABLE&
WINDOW
GLASS
OF
04.
SHAPE
TYPE
TABLE
TABLE
SQUARECR
RECTANGULAR
R
RECTANG
TEMPERED
2
6
�SHA�E
TN—NEALED
—1
—7
ARCHITECTURAL,
SHAPE
TEMPERED
2
8
Nib
Gj
IDESIGNPRESSUREPATING1
V�ES, NOTRATEOFOR
IMPACT RESISTANCE
CODESISTANDARI)SUSM:
-2M7 FLORIDA BUILDNG CODE (FI GTH EDITON
-21314 FLORIDA BUILDING CODE (MG), GTH EDITION
-ASTM E1300�
:ANSyAF&RA NM2015 FOR WOW CONSTRUCTION
ALUMINUM DESIGN MANUAL. AD�l 5
-AISIS103�12
*AISC3IWLIO
CERT. OF AM. 129296
GENERN1,NOTES ........ .... . I
ELEVATIONS .......................... - 1
GI.AZING DETAILS-- ....... ... � 2
DESIGN PRESSURES . ... ......... -2
INSTA-1-ATIONIFLA"I .......... 3
INSTALLATION. INTEGRAL FIN- 4
AKCHORSPACKIG.AN . ..... ...
ANCHORSPACING.TEMI
COMRASSE143LY . ...... ...... 8
�US1ONPROFIUES..---S
PARITSUST-1--_8
JR 1061061171 .... PE' -R-F-B 8-2-017-.
PRODUCT REVISED
as complying wNh iNe Florida
SWIFI., Cards
NOI 1741614.05
E.W.Uss 0.11,08/1812021
MII
'�lPPYad.mt Central
I GENERAL NOTES & ELEVATION I J ROSOWSKI I
WINDOW INSTALLATION GUIDELINES 14/01/11
NTS 1 1 OF 8
.1
W16' or 114' honsated Gess, untested or Insdatac
Design Pressure (psq Ifor all Frems Types All'ourassidem
Long Ind. .1
,.Nr
I as-
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er
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