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Product Approval Menu > Product or Application Search > Application List>Application Detail
FL# FL5012-R15
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall
POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 22318
druarkCa)pgtindustries.com
Authorized Signature Jens Rosowski
j rosowski@pgtindustri es.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 342,75
(941) 486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
,;A Validation Checklist- Hardcopy Received
Referenced Standard and Year (of Standard) Standard
AAMA 506
AAMA/WDMA/CSA 101/IS2/A440
AAMA/WDMA/CSA 101/IS2/A440
AAMA/WDMA/CSA 101AS2/A440
ASTM E1886
ASTM E1996
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... 7/17/2015
Florida Building Code Online Page 2 of 6
ASTM E283
ASTM E330
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/11/2015
Date Validated 06/19/2015
Date Pending FBC Approval -
Date Approved 06/27/2015
Summary of Products
FL# Model, Number or Name Description
5012.1 FCA - 440 Vinyl Fixed Casement
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5012 R15 C CAC 190-795CAR
Approved for use outside HVHZ: Yes FL5012 R15 C CAC 190-796CAR
Impact Resistant: No Quality Assurance Contract Exp
Design Pressure: N/A 10/28/2015
Other: Please see the Installation Instructions for design Installation Instructions
pressure, size and anchorage information. FL5012 R15 11 FCA-440.pdf
Verified By: A. Lynn Miller, PE 587
Created by Independent Third Par
Evaluation Reports
FL5012 R15 AE FCA-440 Evaluat
Created by Independent Third Par
5012.2 FCA- 540 WinGuard Vinyl Fixed Casement
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5012 R15 C CAC 190-2701CAI
Approved for use outside HVHZ: Yes FL5012 R15 C CAC 190-795CAR
Impact Resistant: Yes FL5012 R15 C CAC 190-796CAR
Design Pressure: N/A Quality Assurance Contract Exp
Other: Please see the Installation Instructions for design 10/28/2015
pressure, size and anchorage information. Installation Instructions
FL5012 R15 II FCA-540.pdf
Verified By: A. Lynn Miller, PE 587
Created by Independent Third Par
Evaluation Reports
FL5012 R15 AE FCA-540 Evaluat
Created by Independent Third Par
5012.3 FCA - 640 Aluminum Fixed Casement
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5012 R15 C CAC CAPW-640 C
Approved for use outside HVHZ: Yes Quality Assurance Contract Exp
Impact Resistant: No 02/25/2019
Design Pressure:,N/A Installation Instructions
Other: Please see the Installation Instructions for design FL5012 R15 11 FCA-640.12df
pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 587
Created by Independent Third Par
Evaluation Reports
FL5012 R15 AE FCA-640 Evaluat
Created by Independent Third Par
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... 7/17/2015
Florida Building Code Online Page 3 of 6
5012.4 FCA-5440 EnergyVue Vinyl Fixed Casement M
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5012 R15 C CAC PW-5440 Ce
Approved for use outside HVHZ: Yes Quality Assurance Contract Exp
Impact Resistant: No 07/29/2018
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL5012 R15 11 FCA-5440.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 5E
Created by Independent Third Par
Evaluation Reports
FL5012 R15 AE FCA-5440 EvaluE
Created by Independent Third Par
5012.5 FCA-5540 WinGuard Vinyl Fixed Casement Wi
Limits of Use Certification Agency Certificate.
Approved for use in HVHZ: No FL5012 R15 C CAC PW-5540 Ce
Approved for use outside HVHZ: Yes Quality Assurance Contract Exp
Impact Resistant: Yes 08/12/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL5012 R15 11 FCA-5540.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 5E
Created by Independent Third Par
Evaluation Reports
FL5012 R15 AE FCA-5540 Evaluz
Created by Independent Third Par
5012.6 PW- 220 Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5012 R15 C CAC F-220 Certifi
Approved for use outside HVHZ: Yes Quality Assurance Contract Exp
Impact Resistant: No 10/24/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL5012 R15 11 F-220.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 587
Created by Independent Third Par
Evaluation Reports
FL5012 R15 AE F-220 Evaluatior
Created by Independent Third Par-
5012.7
ar5012.7 PW- 420 Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5012 R15 C CAC F-420 Certifl
Approved for use outside HVHZ: Yes Quality Assurance Contract Exp
Impact Resistant: No 08/01/2017
Design Pressure: N/A Installation Instructions
Other: Please seethe Installation Instructions for design FL5012 R15 11 F-420.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 587
Created by Independent Third Par
Evaluation Reports
FL5012 R15 AE F-420 Evaluatior
Created by Independent Third Par
5012.8 PW- 520 WinGuard Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5012 R15 C CAC Certification!
e HVHZ: Yes Quality Assurance Contract Exp
Impact=Resista:nt-:;Ye:sf 08/15/2016
Desi Installation Instructions
Other: Please see the Installation Instructions for design FL5012 R15 11 F-520.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 587
Created by Independent Third Par
Evaluation Reports
FL5012 R15 AE F-520 Evaluatior
Created by Independent Third Par
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 7/17/2015
IMPACT-RESISTANT
GENERAL.NOTES:
1)THE ANCHORAGE METHODS SHOWN ANCHOR LOCATIONS
HAVE BEEN DESIGNED TO COMPLY WITH 8 SPACING
THE FLORIDA BUILDING CODE FOR THE
DESIGN PRESSURES LISTED. -
MAX.BUCK 6"MAX. I 2" (i
2)WOOD BUCKS DEPICTED AS 1X ARE MAX.BUCK
LESS THAN 1-1/2"THICK.1X WOOD BUCKS I I M i
ARE OPTIONAL IF UNIT IS INSTALLEDfl
—T
DIRECTLY TO SOLID CONCRETE.WOOD }
BUCKS DEPICTED AS 2X ARE 1-V2"THICK
OR GREATER.ATTACHMENT METHOD OF
WOOD BUCKS SHALL BE DONE BY
OTHERS.
3)SEE TABLES FOR MINIMUM EDGE MAX,
DISTANCE FROM CENTER OF ANCHOR TO MAX. MAX O.C. `(
SUBSTRATE EDGE(EXCLUDING FINISH OR BUCK I
srucco). � � BUCK � 111
4)SHIM EACH ANCHOR LOCATION WHERE 12"MAX.O.C.
THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE,USING SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS.
5)ANCHORS SHALL BE COATED OR
CORROSION RESISTANT AS APPROPRIATE
FOR SUBSTRATE MATERIAL.DISSIMILAR
MATERIALS SHALL BE PROTECTED AS 6• MAX �--�—12"MAX.O.C. 2'MAX—"'� 4'MAX.O.C.
REQUIRED TO PREVENT REACTIONS.
ALUMINUM SHALL BE PROTECTED FROM
DISSIMILAR MATERIALS AS SPECIFIED IN FLANGE FRAME INTEGRAL FIN FRAME
THE FLORIDA BUILDING CODE.
6)ADHESIVE SEALANT SHALL BE USED TABLE 2:ANCHORS FOR FLANGE WINDOWS -TABLE 3:ANCHORS FOR FIN WINDOWS
BETWEEN SUBSTRATE AND FLANGE OR
FIN. OVERALL SEALING/FLASHING Min.Edge Min. Min.Edge Min. I
STRATEGY FOR WATER RESISTANCE OF Anchor Substrate Distance Embedment Anchor Substrate DlsUnce Embedment
INSTALLATION SHALL BE DONE BY
OTHERS. P.T.Southern Pine(SG-.55) 1/2' 1.3/8' 2-1/2'x.113'Box Nail P.T.Southern Pine(SG-.65) 5/18" 2-7/16'
010 Sheet Metal Screw, Aluminum,6063-T5 min. 318' 1/8' 2-112"x.131•Common Nall P.T.Southem Pine(SG=.55) 3/8" 2-7/16" }
7)MATERIALS USED FOR ANCHOR G5 Steel or 410 !
EVALUATIONS WERE SOUTHERN PINE,2.7 Stainless Steel Steel Stud,Gr.33 mIn. 3/8• 0.0346"(20 ga) 2-1/2"x.145'Roofing Nall P.T.Southern Pine(SG=.65) 3/8" 2-7/16' ;
KSI CONCRETE AND CONCRETE MASONRY A36 Steel 318' 1/e' P.T.Southern Pine(SG-.65) 1/2" 1-3/81
UNITS COMPLYING WITH ASTM C-90. P.T.Southern Pine(SG=.55) 1/2" 1.318' Aluminum,606375 min. 3/8" 1/8"
GLAZING COMPLIES WITH ASTM E1300. 3116"Steel Uhracon Concrete(min.27 ksl) 1' 1" 010 Steel SMS Steel Stud,Gr.33 min. 3/6" 10.0346"(20 ga)
8)THE M STRESS INCREASE WAS NOT Ungrouted CMU,(ASTM G90) 1" 1-1/4' A36 Steel 3/8" 1 1/8"
USED IN THIS ANCHOR EVALUATION.THE NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MN.3THREADS BEYOND INSIDE FACE OF NOTE FOR ALL METALSUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL
1.6 LOAD DURATION FACTOR WAS USED MATERIAL
FOR THE EVALUATION OF WOOD SCREWS.
9)IF THE EXACT PRODUCT SIZE IS NOT SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
LISTED IN THE TABLES,ALWAYS ROUND DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET.
UP TO THE NEXT LARGER VALUE.
TABLE 1:AS TESTED ...:1,1 ,j, ., rr �' wrn ar. G� rF,mne neo nveoYa
Window Buck Size Deslgn Presume Cerdticadon _�, ,:? J.ROSOWSKI 07110/11 VINYL Moam miccremevmvmma
^;'•••�;•�•.,'< AMDPROPF MARKAOFORFIONG"n®
Wltlth Height (+)pof (•)p� Numbers _ '•.;g '� MxLveawreEMrs®maeeooMa�FM
96" 60" 80 80 19D-227,474
_ tv'D.�•%%i 0 �csx7wamdEs j
75' 60" 70 70 190-230,475
0 Got+
75' RIP 80 80 190.228 - � 6
1
• IO ��� Ti 1070 TECHNOLOGY DRIVE
48' 67 75 75 190.232,701 �TH�TE OF •.,�i NOKOMIS.R.34275
•'• a..•' FL CERT.OFAM.:29296 PICTURE WINDOW i
A.Lynn Miller,P.E. s.wlrod�I: a'I.' an.e OYnYpMO
; •r��tr;..,,t" P.E.0E8705 PW-520 NTS 1 of 3 3071011JR
1
INSTALLATION WITH FLANGE FRAME
EDGE DISTANCE —�-
71 BST T `
EDGE DISTANCE
'/SUBSTRATE e SUBSTRATE
1- EMBEDMENT
1 / EXTERIOR
1X WOOD
r 3-1/4"
SHIM SHIM I
Tr
n n oD0
IM
EXTERIOR EXTERIOR
FLANGE FRAME,
JAMB INSTALLATION
FLANGE FRAME, FLANGE FRAME, (DIRECTLY TO SUBSTRATE)
HEAD INSTALLATION HEAD INSTALLATION
(USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) s
SUBSTRATE
EXTERIOR j
0 � I
a EXTERIOR �� EXTERIOR {y
I
SHIM 1X I
u WOOD
M lrrr:r
SHISHI
M FLANGE FRAME,
1X WOOD JA
/ MB INSTALLATION :,����• ' ;;; �Fa a
•,"
(USING 1X BUCKSTRIP) '•%I �:
/SUBS RATE
FLANGE FRAME,
SILL INSTALLATION i�'•. � N
SUBSTRATE (DIRECTLY TO SUBSTRATE) `%.'•. PLCI71°'' :',-'•'
FLANGE FRAME, "`1')`•! C
SILL INSTALLATION
(USING 1X BUCKSTRIP) J.ROSOWSKI D7110/11 VINYL nsn Kocsm oQuuO�vrAo®
xa�s>R9ranlarl�varwrrarror
WWW"AWCOMEM evlMt
ROTO�' wa: RMOna' A PROPMTARY.NOPCRiM 7M
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INSTALLATION NOTES:
1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE j
2)SEE TABLE(S)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS.FL 34275 TAW
3)MAX.SHIM THICKNESS TO BE I/4". FLCERT.OFAUTH.:29296 PICTURE WINDOW '
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E 5"fiNedi1' '�`' D—tvm. Rw:
5)FLANGE MAY BE REMOVED FOR EQUAL-LEG FRAME APPLICATIONS.USE FLANGE INSTRUCTIONS. P.E.#58705 PW-520 NTS 2 of 3 3071011JR
i
INSTALLATION WITH FIN FRAME
7/16"LAMI
GLASS NOMINAL 3/16*ANNEALED OR
EMBEDMENT .090*DUPONT HEATSTRENGTHENED
EDGE SOBSTFiATEJ SGPINTERLAYER GLASS
DISTANCE :AIRSPACE
3/16"ANNEALED OR
HEAT STRENGTHENED 3/16"ANNEALED
GLASS GLASS
EDGE
SHIM
DISTANCE
ID 1/2"
EXTERIOR NOR
EXTERIOR
DOW 1199
SILICONE EXTERIOR
FIN FRAME,
40M.
HEAD INSTALLATION GLAZING OPTIONS
T
SHIM 5/16"LAMI
M GLASS NOMINAL
FIN FRAME, 118"ANNEALED
11 FRAME,
JAMB INSTALLATION SUBSTRATE .090"DUPONT GLASS
PVBINTERLAYER
1/8"ANNEALED AIRSPACE
E)(TERICIR GLASS LASS
GLASS
r—Ic0)
SHIM 112"
NOM. EXTERIOR
SUBSTRATE A--]
DOW 1199 I
SILICONE
FIN FRAME,
SILL INSTALLATION
PE WOMnX DEMMWA MWAAW
J.ROSOWSKI 0 mcaLow crmr
INSTALLATION NOTES: 10/11 VINYL R�VW
V, ANtrema N< tw>x xsram'a D XA0
roclenwrelm PDATICNW�
wRuRX=vN
"m 'w
1)SEE SHEET I FOR SPACING REQUIREMENTS. 35 Xm
2)SEE TABLE(S)ON SHEET I FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 1/4-.
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN &�'�rr- 1 1070 TECHNOLOGY DRIVE
REQUIREMENTS, NOKOMIS.FL 34275
FL PICTUREW
INSTRUCTIONS ON SHEET 2.
5)FIN AND FLANGE MAY BE REMOVED FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE WINDOW
A.Lynn Miller,P.E.
P.F#58705 PW-520 NTS 3.13 3071011JR
5/26/2016 Florida Building Code Online
Date Pending FBC Approval
Date Approved 10/09/2015
Summa ry of Products
FL# Model,Number or Name Description
243.1 CA-640 Fixed (Non-Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0519.16 F.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/11/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0519.16 F.Ddf
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 CA-740 Fixed (Large Missile Impact) Aluminum Fixed Window used with Casement/Awning
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0519.15.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/11/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R17 H 15-0519.15.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:
243.3 PW-220 (Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.08.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/16/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0609.08.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:
243-42 1 PW-520 (Large Missile Impact) WinGuard Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0612.13.odf
A r �.:
VHZ:Yes Quality Assurance Contract Expiration Date
m act Resist01/08/2019
Des g r Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R17 11 15-0612.13.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-620 (Non-Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.27.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/19/2019
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0528.27.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:
243.6 PW-720 (Large Missile Impact) Aluminum Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.26.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/19/2019
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL243 R17 IT 15-0528.26.pdf
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
https://www.floridabuilding.org/pr/pr app d.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2PhNgbQXPogz3Lk%3d 214