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Product Approval
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FL # FL243-R25
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Authorized Signature lens Rosowski
jrosowski@pgtindustres.com
Technical Representative Lynn Miller, RE.
Address/Phone/Email 1070 Technology Dr
N Venice, FL 34275
(941)486-0100 Ext21142
Imiller@pgtindistries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard
TAS 201, 202, 203
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/20/2021
Date Validated 05/13/2021
Date Pending FBC Approval
https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNUgwMQzOuH7s%3d
Xear
1994
113
12021, 9:46 AM Florida Building Code Online
Date Approved 05/19/2021
Summary of Products
FL # I
Model, Number or Name
Description
243.1
PW • 640 (Non•Impact)
Aluminum Casement Picture Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R25 C CAC 20-1223.05.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/11/2023
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL243 R25 11 20-1223.05.p&
Acceptance (NOA) for product performance Information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party;
243.2
PW - 740 (Large Missile Impact)
Aluminum Casement Picture Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 R25 C CAC 20-1223.06.gd(
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/11/2023
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL243 R25 II 20-1223.06.gdj
Acceptance (NOA) for product performance Information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
243.3
PW-5420 (Non -Impact)
Vinyl Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R25 C CAC 20-0401.15.gQ(
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/30/2025
Design Pressure: N/A
Installation Instructions
Other: Please see the Mlaml-Dade County Notice of
FL243 R25 11 20.0401.15.g4f
Acceptance (NOA) for product performance Information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
Information.
Evaluation Reports
Created by Independent Third Party:
243.4
PW-5440 (Non -Impact)
Vinyl Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R25 C CAC 20-0401.08.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/24/2025
Design Pressure: N/A
Installation Instructions
Other: Please see the Mlaml-Dade County Notice of
FL243 R25 11 20-0401.08.odf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
Information.
Evaluation Reports
Created by Independent Third Party:
243.5
PW-5520 (Large Missile Impact)
Vinyl Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 R25 C CAC 20-0401.16.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/30/2025
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL243 R25 II 20-0401.16.pj f
Acceptance (NOA) for product performance Information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
Information.
Evaluation Reports
Created by Independent Third Party:
243.6
PW-5540 (Large Missile Impact)
Vinyl Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R25 C CAC 20-0401.07.Qg
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: N/A
09/24/2025
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL243 R25 11 20.0401.07.gdf
Acceptance (NOA) for product performance Information,
anchorage details, and anchor type, size, and spacing
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
https:llw .floridabuilding.org/prlpr app_dtl.aspx7param=wGEVXQWtDqu3mwFVZ35VD3jztncl%2fPhNUgwMQzOuH7s%3d 2/3
12/2/21. 9:46 AM
Florida Building Code Online
243.7 PW-7620A (Non -Impact)
Aluminum Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R25 C CAC 20-0401.09.gd(
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
02/19/2024
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL243 R25 11 20-0401.09.gdf
Acceptance (NOA) for product performance Information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
Information,
Evaluation Reports
Created by Independent Third Party:
243,8 PW-7720A (Impact)
Aluminum Fixed Window
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 R25 C CAC 20-0401.10.p�lf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/19/2024
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL243 R25 11 20-0401.10.gd[
Acceptance (NOA) for product performance Information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
Information.
Evaluation Reports
Created by Independent Third Party:
eark Herr
Contact Us 2601 Blair Sign fire Vlahassre R_ 32399 Phone: SSO-487-1824
The State of Florida Is an AA/EEO employee SSRI'u9ht 2007-20t3 State of Florida.:: Privacy Statement .i 8c«ssim111y 5tatemene :: Refund Statement
Under Florida law, email addresses act public records. If you do not want your e-mail address released In response to a public -records request, do not Send electronic
mail to this entity. Instead, contact the oPoce by phone or by traditional mall. If you have any questions, please contact 550.487.1395. `Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address If they have one. The tensile
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click 11e[e.
Product Approval ACCaPta:
® NO W 9"`'
Credit Card
Safe
https:l/www.flohdabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt0qu3mwFvZ35VD3iztru14/o2fPhNUgwMQzOuH7s%3d 3/3
M IAM bDAM MIAMI-DADE COUNTY, FLORiDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/building
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the 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 11PW7720A" Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision E dated 03/11/20, 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 IMPACT RATING: 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
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 NOA No. 18-0430.05 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.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0401.10
Expiration Date: February 19, 2024
Approval Date: August 06, 2020
T7128120 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. 08-1112.09)
2. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.05)
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, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTIr8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16
and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.14)
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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. 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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 an# 07/31/03 respectively, ed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manuel Perez, P.E.
Product Control hrrmr
NOA No. 20401.1 00
Expiration Date: February MJM
Approval Date: August 06, 2020
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA IS (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.05)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./ in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 611 Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.05)
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.05)
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Produ Control Unit Superviso�
(Submitted under NOA No. 18-0430.05) 7'"� -
e _
Manuel Perez, P.E.
Product Control E r
NOA No. 20 0401.10
Expiration Date: February
Approval Date: August 06, 2020
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E
(Submitted under NOA No. 17-0614.11)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No. 17-0614.11)
6. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/12/17 and
expiring on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision E dated 03/11/20, 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 ASTM F588 and TAS 202-94
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.:
Manuel Perez. P.E.
Product Control E
NOA No. 2 E�i
Expiration Date: February
Approval Date: August 06, 2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
B. TESTS (CONTINUED)
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)
dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Oh
Edition (2017), prepared by manufacturer, dated 04/19/18 and revised and updated to
the FBC 7111 Edition (2020) on 03/19/20, 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. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® Xtrar"' (SGX"') Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 611 Edition (2017) and the
FBC 711 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 10, 2018, 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.
G. OTHERS
1. Notice of Acceptance No. 18-0430.05, issued to PGT Industries, Inc. for their Series
"PW7720A" Aluminum Fixed Window — L. I., approved on 08/23/1 d expiring
on02/19/24..A
Manuel Perez, P.1
Product Control Ex
NOA No. 20furlm
401.1
Expiration Date: February , 2
Approval Date: August 0 , 01
E-4
1)mis PRODUCT HAS BEEN mSDNEO eT sS mCOMPLY VRR1 THE
REOUIRENENTSOF THE FLORIOA BULDING CODE. INCLWING mE HIGH
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INSTALWRON SHALL BE GONE BY OTHERSAND IS BEYOND THE SCAPE
INST
OF THESE INSTRUCTANS. I
i
6)NM. 114- SHINS ARE REQUIRED AT EACH ANCHOR LOCATION WTERE 11
mE PRODUCT IS NOT FLUSH TO TIE SUBSTRATE. USE SHWiSC MIE
j OF TPANSFERRING APPLIED LOADS, WOOO SUCKS. BY OmERS.
MAST BE SUFFICENTLY ANCHORED M RESIST LOADS IIWOSED TB+j
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ON TKEAI BY THE W W00'N. &1? hliM,
7) DESIGN FRESSURE&
A. NEGATIVE DESIGN LOADS BASEO ON STRWTURALCYCLE TEST
PRESSLDE, FRAME ANALYSIS AND GUISE PER ASTAt E13W.
B. POSRNE DESIGN LOA0.5 BASED pt WATER TEST PRESSURE,
STROCTURAL/cvcLE TEST PRESSURE, FRAMEAWLLYs6 AND GIJL58
ASM E1300 C,.
C. DESIGN LOADS ARE BASED ON ALLOWANE SNES$ DESIGN. MD.
e) THE gNCHORAOE METHODS SHOWN INVE BEEN DESIGNEO DE
RESIST mEW EO 14S CORRESPONDINGTO N TSEEN OOE N
P11Ea ESIG mE 15 M STRESS INCREASE 1N5 NOT BEEN USED IN
THE FOR E E,1 PRODUCT. THE f 6 LOAD OUklOOO. FACTOR WAS
USED FOR mEEACT MN OF WO VAOD.A7JC110R5 THAT
COME INTO EQUIRE TIATTH Om ER OISSMIARM CODSHALL
MEETTHEN RESISN E, OF mE RORDA BIALD9IG CODE FOR
CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTLJ ,3859. T212818-> ''EWO
ULTRADON NO& OEWALT ULTRM:ON • NOA: DEWALTIEI-CO
TYP. FLANGED FRAME
ELEVATION
GUIDETOBHEETS:
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1)T-TO-TIP DIMENSIONS SHONN. FDR INIEGML MN AND EQUAL LEG•MNOON5. SUBTRACT I-FT10M THE TV-MliP OMIEIISgN IN THE TABLE TOOEIE
2) FOR SRFS NOT SHONN, RAND UP TO THE NFXr AVAILABLE SHORT OR LONG DB.EN51011.
3) FOR MHITECTURAL WNDOW5, RNO THE SMALLEST WINDOW SRE IN THE TABLE ABOVE MICH THE OVERALL OMEMSK COIbLETELY FD WHrHIN.
PRODUCT REVISED
a eampNrilN wi1N tlw ibliee
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E) NO CHANCES THIS SHEET.
.NR-mil m
TABLE DIMENSIONS MAY SE ~ m O O+w
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TAT I.WNATEO GLASSSrACK T/t6'IAMIHiTED LONG g O
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INSTALLATION
TYPE A
WINDOW
MIGHT a
TIP-TPTP
WINDOW
HEK VSIBLE
LIGHT
HEIGHT.
BUCK
SUCK
HFiGHT-
3.Ld'
L-L
s. THIS SHEET
ift
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES C I I-W
INSTALLATION
TYPE C
EAIBEDIAENT
1� 1N•MA%
SNIM
EDGE g
DISTANCE
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1
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MM.
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9
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.� PROPERTIES. TABLE B,THIS SHEET
r1M•MAx SHIM
f IXWOODBUC F.
{ SEE NOTE 2, 1T16 SNEET
t CONCRETE PER
EMSEDMEM ANCHOR
REOUIREAIEM
INSTALLATION �— d5<ANCE TYP.ANCHOR TYPE. EMBEDkENi
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VERTICAL SECTION B-B
lxwo0O
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TIP. ANCHOR TYPE. ENBEDAENTAND
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SEE TABLE 8. THIS SHEETEET
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EDGE DISTANCE LIMITS.
i. WOOD BUCKS DEPICTED ON THIS SHEET M •tx•, ARE BUCKS WHOSE TOTAL
TNK:"M IB LESs THAN I-I(Y. Ix MOOD 6U ARE OPTgILLL IF MIT CAN
BE WVALLEDDIRECTLYTOSOLIDCONCRETE WOODBUCKSDEPICIEDAS
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SIZE TO PROVIDE FULL SUPPoRTTO THE W WDOW FRAME.
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INSTALLATION
TYPE E
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BUCK
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EDGE
DISTANCE
O
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TYP. AHCHORTYPE,
EMBEOMENTPN[1 EDGE
DISTANCE PER SUBSTRATE.
INSTALLATION
TYPE
SEE TABLE B. TH65HEET
EMBFOmENT
EMBEDMINf IL
1 I SXN
E00E
e
—r DISTANCE
..
INSTALLATION
TYPE F
SEE NOTE T. TIBS
na. ANCHaR nPE. EMBEDAtERTAND
IDGEDISTANCEPER STE.
SEE TABLE 9, THIS SHEET
SHEET
v 1
FOR ALL
TECr
zSQ 11 71 IERtOR'.5�11-AS' - 11
M. v I VISIBLE LIGNi NDTH=
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PER ANCHOR NNDOW BUCK WIDTH
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HORIZONTAL SECTION C-C
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TYPE H.
EXTERIOR
a
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NAXI
SHIN
STEEL SELF-DRIU-ING
SMS IGS). SEE TABLE
M W MB-DAOE APPROVED MULLKN (SEE
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OR STEEL STUD SEESUBSTRATE
PROPER TIES. TABLE B,THIS SHEET
EMBEDYEM
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F1A. HEAD ttPES AR4ICABLE.
�114• MAX SHIM
INSTALLATION NOTES:
�1XWOODBUCXSTRIp
1. USE ONLYANCHORSUSTEOONTHISSIIEET.Fp OWEMBEDNENTAND
SEE NOTE 2. THIS S4ET
EDGE DISTANCE LNAITS.
2.1111 SUCXS OEMTED ON THIS SHEET AS •1X', ARE BUCKS \MO.SE TOTAL
CONCRETE PER
THICTDIEW IS LESS THAN I-i?. 111 WOOD BUCKS ARE OPTIONAL F UNIT CAN
-
ANCHOR
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'
REGUIREMENT
THICK OR SR. N OR TO THESURSTRATE OF
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• •TYP.ANCHORTYPE.EMBEDMENT
PUT110RITY IMVINGNRISDICTXIN.
2. FOR ATTACHMENT TO NETAL: THE STRUCTt1RAL MEMBER SHALL BE OF A SIZE
:PER TOPRONDEF SUPPORTTOTHENNDOAFMME,
BLEB, THIS SHEET
4. FAP0.NCA .LOWER DESIGN PRESSURE FROM EIiHERNNOOW M
MUII.ON NOAAPPDES TO 14k10LE SYSTEIX.
Mate"
MM. F
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120W
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TABLE, UPDATED NATERIAL
i PROP. TABLE
JR-ON1 V20
Jlt)t, n,lt/li
F .-ANORtCA.. r\�:
TYP. ANCHOR TYPE,
EDMEM ANDEDGE -
:EPER SUBSTRATE, �
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INSTALLATION
TYPE
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a
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OR FRAMING, SEE TYPE INTERUYERI. Nor TDSE USED NIM TYPE
NOTE 2. mis SHEET OU65 TYPES SS. iSORDHSAYERI.
EDGE
DISTANCE tt
iNSHWDISTOx OOU BUCI(SR FPAMING, SEE HGTE 2, mLs SHEET
rzore z, T1BS SHEET
TW.ANCHORTTPE. EMBEOgQfi AND
1N'iMX EDC£DISTANCE PER SUBSTRATE.
,- � SEE TABlE 1G. THIS SNEEf
L
�vl&TnE UGMWmm• _�
INSTALLATION waoowgucNwlOm-z-&a-
TYPE L wrroowlalxacwmnl
M
r a HORIZONTAL SECTION E-E
SHm
`u 10,1741SS141
MVIS-010E gPPNOVED ISILLIOH ISEE
OR SEPEIS NON, ALt,STEEL FRNNNG
OR STEEL MO.
O. ME SUD.HTHAIE
PROPERTES. TA%E 10.mW SHEET
NOTE 2, mIS SHEET
' �1N' MA%SHM
INSTALLATION
TYPE o
EWEDISTANCE
WP. HANG DR TYPE,
EMBEDAENF AND EDGE OISTANCI
VERTICAL SECTION F-F
a=-
ArcNa
SUwtlMe
Mn. Edge
Dist
Mml. O.C.
Sparing
2-12'a.1
adNeln =
2-12• x .131' Cmnman Na3
uYfcm na
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SMAham Pine ISG+
1S' 3
&
p10 x 1• Steal SUM
SauoMm Pine lS �.
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5'
o.oRr Nunilvn, So&i-TS min.
&18'
S
1HS A36 StoW
&16•
6'
0,0e6. 18 Ga Steal Stud. GT. 33
&1&
6•
-qxn. Dr a Innr�uAu TxTw,v rrc Ml:n/LL auTnlHAlc
INSTALtAT NOTES:
1. USE ONLY ANCHORS Us ON mM SHEET FOLLOW
EMBEDMEMAND EDGE gSTAHCE LWfT3.
2. FORATTACI I`O METAL: mE SRSKTIRAI MEMBER SI V
BE OF q SIZE TO PROVIDE FULL SUPPpRT TO THE VIIUDOIN RigAE.
MEM 1. IF APPLICABTE, LOWER DESIGN PRESSURE FROM ERIER
m551EEf VANDOW OR MULLION NM APPLIES TO VAHOLE SYSTEM
MW141
W.F.
Imw
IMnTn
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22LMN6SNW
mw
o
ma
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,�, JR-UU11/20
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m
a
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aXk IAM� w
NOTEF RING.ST
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TW, ANCHOR TYPE,
ENBEOMENT ANI:,
OSTANCE PER SUITSRATE
SEE TABLE I I, THIS SHEET
c4� E2T
INSTALLATION TYPE M
EMBEDMEN
1N'MA)(SHIM
FIN FRAMES ARE ONLY TD BE USED
INiH GIASb TYP614(PVB
RlTERurEaI. NDT TD BE LAAEovmN INSTALLATION
GLASS 1YPE868.(SG llE AYEI0_ TVPEN
T
TYPE
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2X IYDOD BUCKER&
a
1%WOOD BUCKSRW, SEE
NOTE 2. TMS SHEET
�'''''
OR FRAMING. SEE
NOTE 2, Rls SHEET
TYP.ANDIIST TYEE,EMBEOMENTW
3 $I1W
SHIM
EDGE DITAIN
6
1.THISeSIAATE,
SEE TABIE it, THIS SHEET
12 USEDFORALL
SBESOF EOQE
3 ••.
S ARCHITECTURAL
DISTANCE
SHAPES®11-7W
29 O.C. HVI.
DIbTANCE
11
INSTALLATION
4
11 CONCRETEICMU
kY
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TYPED
I
II
yIyIDLE DpH{yAp1H. I 5 REOUIREAff.Ni
MIGHT
IXTERpR
IN- I�
WBIDOW &ICK WDl11-2.W1
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\r'
SHIM11"'�
10,
HORIZONTAL SECTION G G
VISIBLE
LIGHT
B
SACK
HEIGHT-
2. C
INSTALLATION
TYPE N
EMBEDkffNT � .. -•..•
CONCREIFCW -
PEtANCHIXt FDCE
R (XRFSENT DISTANCE
LEI
MM WE APPROVED aelLLJbt1(BEE
SEPEMTEN ), ALUMWIIM, STEE FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE I I jHJS SIIffT
316•
1'
13
iWMA%SHIM
�T}
1 1X N0W BUCKSIRIP.
'MIN.OF3THRFAD3 BEYOND THE MEfAI SUBSIPATE
- 1. USE ONLYANCH0RS LI31£D dt RIS SHEET FOLLOW EMBEDMENTNID EDGE DISTANCE LMIS
• � 2.YA0D BUCKS DEPICTED ON 1MB SMEETAS'1%'. ARE BUCKS V4fOSE T0TK TKCKMESS LS LE551HAN
1-1lC. 1%VYWp BUCKS AQE OPRONAL IF UNR CAN BE INSTALLED DkiECRYlO SOLD CONCRETE
VNOD BUCKS DEPICTED AS Z%' ME 1.12'TNICK OR GRFAIER.INSTAl1AlgN TORE SUSSDUTE OF
NDOD SLICKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHOAITY FMVNIG AIRISg4RION.
3. fOft ATTACHMENTTO METAL: THE STRULTURAL MEMBER SWLLL BE OFA SIZE TO PROMOEFULL
SUPPORT TO THE LNtlDOVI fHl1k1E.
VERTICAL SECTION H—H 41FAP�ELONEROESK3HAtESSUREfItOME1D1E1WNOOWg1MI1LL10NTl0APPR1ESTO
NAIOLE SYSTEA
Mebriel
MN. F.
Mim. Fu
Steel&.
ff kM
20 kel
4105f4mY
W"I
ilow
EIco UIVaLOe�
156ke1
1Tl ksi
IW DMNee 111UaCamO
148 "1
1B1 Fei
410 SS Ebol0ewelt Getel I"
127.4 "1
18B.7 "I
W TS Alumlmm
/6kei
22kei
AM Steel
38W
68bi
Gr. 33 sle Stud
33 kei
45ke1
PRODUCT REVISED
e wmpMig �vBh We Fl.n"
BWMhg CoG
E) REWSED ANCHOR TYPE
TABLE. UPDATED WTERUL
PROP. TABLE
i
JR-IXU1120
Fl
Y
W
IK
?
LD
nW
IK
3
O
n
•ma
O
o
oLL3i �S2
z
a
Z
J
g
c=i cWj d
O
m
7
�
o q
z
O
Z
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F
5
O
Q
k
e N
F
O
O
O
g
z
J
n
Z_
X
Z
LL
LL
NV1
xq]
w
ALYNNM .PE
Nam
It
PGT Parti
Description
Materiel
1
425X
Flanged Frame
Alum. GD53-T5
2
4285
EQwl4eg Frans
Alum. 8063-T5
3
4258
integral Fin Frame
Alum. 6063T5
4
4255
7/18- Lmi. Glass Beading
Alan. W63-TS
5
4254
I.G. Glass Beading
Alm. 6063-T5
68
4270
Installation Fastener Color
Alum. 8063-T5
61,
4224
kmtalla6m Fastener Cow
Rigid PVC
8
1 4257
7116' Lami. Glace Bearing kr Curws
Alum. 6063-TS
9
4289
LG. Beading kr Curws
Alum. 6063-T5
10
70589C
lCkisket (at 90•eomerlokrts)
Palye8lylene
11
TP24718
lVinyl Bulb Weatherstrp
Flex PVC. Dum. 65 WI
12
61308K
jFom Beading Tape
13
Dow 791,
899, 983. 995 or GE 7700 Backeeddklg
Sllcene
20
716521(
ISetting Block, Mans 3116• x WIT x r
Neoplane. Dpro. 85+1-1
21
717G4AK
Setting Beek, I.G. Y18' x 1.3137 x r
Neoprene, Dum. 85+1-1
29
76X114FP
$6 x 1-1/4' FH SMS (Curwd Beadkg)
Stainless Steel
30
781PDX
16 x 1' Quad PH SMS (Assembly)
Stainless Steel
75
KommerWQ Kodispace 4SG TPS
See this Sheet krr
Materials
76
Quanex Super Spacer nXr
77
Qwnex Doraseal Spacer
78
Cardinal ML Edge Spacer
ASSEMBLY DETAILS FOR
FLANGE 8 EQUAL -LEG FRAMES
Aw' !M,
074• oar
1-015'
A8B
1.08r
Ot FLANGE FR/JAE
2]8�'
If
0]4' Ofi2
1a]s1
50r x5r
2.]Bx
mr a
1.5]r1
1.125' I� .swam
L OFW FRAME
kyr .997M I-- 1 {gE9E9ppEFFR�I•-- .318• F
B]5' �-07r I II .875• 1 �I
050' T�f tl6W T�I IUI .959
VLANN
O ]rl.AhllCUSS aFAOINO OIBFADRx1 GLASS BfAJZHNG
FASrERF.RGOVER O]FOR CURVES O FOR CURVES
HOT4 T
MrIv
SILICONE 6Url'L REWFORCEMB1i POLYISOARYLEIA: DESN:C
STRUCBNIAL SEAL SRr NOY.
PGtYl50. 1N'NDM. am NOM Snr HON. SxM:pg
eurvtEJxs WrrH s1Ruc]uaAL artn.a SEAL
OESICC/WT sIL8XNIE OESN:CAHT NOLL-FORMEU
FOAM IHi}1 FOAN STAINLESS STEEL
IXT. GLASS OESx:CANi E%T. GLlSS EXi GIAW
IXT. GLASS INT. GLASS
. GLA55 INi. GLASS 'G�
15 KWDACE SfIPER SPACER° OSPARCM ° OxSPACER n
I
irBO'CORNERFRAMEASSE1teLV10ALLCORNERS
TO j
k��
AWLIEGFRAME
NDEERIDR
EXTERroL.DS
�2
iL1N(1E FPAAIE
(SHOVM)ORCORNEAx AT
O
$CREW BOSSES. SEALAN]ATALL GCRNERS
O
ASSEMBLY DETAILS
FOR FIN FRAMES
8r CORNER
F'RN.tE ASSEMBLY
EmakoB
b
ANWED/CURVED
FRAME ASSEMBLY
y
K SAT
PRODUCT REVISED
ae c 9 vAM lea FMdea
amMma
E) ADDED BCCKBEDDING.
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7
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0
J
F
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z
a
0
i
m
1 ws
o
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z
p
G
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w
a
x
iL
Lin
1
LL
62
ekl
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4va5