HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 6 '
_.,......,,.__. ..,.._..cam�........,..�..'n.,........F _ _._..__ .a...__....�...�_�..,^:i
FlayC�:^merd;? BCIS Home i Log In =User Registration i Hot Topics i Submit Surcharge I Stats&Facts I Publications ? FBC Staff
Business '} a Product Approval
Professional=I USER: Public User
Re'mlaion
m Product Approval Menu > Product or Application Search > Application List >Application Detail
mss - FL# FL5012-R15
Application Type fRevision
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
druark@pgtindustries:com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
j rosowski@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
&-1 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 101/IS2/A440
ASTM E1886
ASTM E1996
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... 7/17/2015•
Florida Building Code Qnline Wage 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 Mame 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 190-2701CA1
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 11 FCA-540.pdf
Verified By: A. Lynn Miller, PE 587
Created by Independent Third Par-
Evaluation
arEvaluation 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.odf
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 }wilding Code Online Fags 3 of 6.
5012.4 FCA-5440 EnergyVue Vinyl Fixed Casement VI
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 F6A-5440.12df
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 Evalu�
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 I I F-220.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 587
Created by Independent Third Par-
Evaluation
arEvaluation Reports
FL5012 R15_AE F-220 Evaluatior
Created by Independent Third Par
5012.7 - PW- 420 Vinyl Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5012 R15 C CAC F-420 Certifi
Approved for use outside HVHZ: Yes Quality Assurance Contract Exp
Impact Resistant: No 08/01/2017
Design Pressure: N/A Installation Instructions
Other: Please see the 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,
rr s� 1U!__-�„--t. _cide HVHZ: Yes Quality Assurance Contract Exp
Impact Resistant: Yes 08/15/2016
Design,-fess fe:WA 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
arEvaluation 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
GENERAL NOTES: IMPACT-RESISTANT
1)THE ANCHORAGE METHODS SHOWN ANCHOR LOCATIONS'
HAVE BEEN DESIGNED TO COMPLY WITH 8 SPACING
THE FLORIDA BUILDING CODE FOR THE
DESIGN PRESSURES LISTED.
2)WOOD BUCKS DEPICTED AS 1XARE - —MAX.BUCK 2"
6"MAX. MAX.BUCK r
LESS THAN 1-1/2'THICK.1X WOOD BUCKS � y MAX. -
ARE OPTIONAL IF UNIT IS INSTALLED J—
DIRECTLY TO SOLID CONCRETE.WOOD I
BUCKS DEPICTED AS 2X ARE 1-1/2'THICK 4
OR GREATER:ATTACHMENT METHOD OF
WOOD BUCKS SHALL BE DONE BY
OTHERS.
3)SEE TABLES FOR MINIMUM EDGE 4"Me4X
DISTANCE FROM CENTER OF ANCHOR TO
SUBSTRATE EDGE(EXCLUDING FINISH OR BUCK MAX. O.C.
STUCCO). BUCK
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.-"� �'-'— I-+—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 A USED
TABLE 2:ANCHORS FOR FLANGE WINDO TABLE 3:ANCHORS FOR FIN WINDOWS
BETWEEN SUBSTRATE AND FLANGE OR '
FIN. OVERALL SEALING/FLASHING Edge Min.Ed '
STRATEGY FOR WATER RESISTANCE OF Anchor Substrate Min-in.EdAnchor Min-Edge Min.
Substram Distance Embedment
INSTALLATION SHALL BE DONE BYDistance Embedment
OTHERS. P.T.Southern Pine(SG=.55) 117' 1-3/8" 2-1/2"x.113'Box Nail P.T.Southern Pine(SG=.55) 5/16" 2-7116'
#10 Sheet Metal Screw, Aluminum,6063-T5 min. 318" 118"
7)MATERIALS USED FOR ANCHOR G5 Steel or 410 2-112"x_131"Common Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/16'
EVALUATIONS WERE SOUTHERN PINE,2.7 Stainless Steel Steel Stud,Gr.33 min. 318" 0.0346'(20 ga) 2-1/2"x.145"Roofing Nall _P.T.Southern Pine(SG=.55) 3/8' 2-7/16'
KSI CONCRETE AND CONCRETE MASONRY A36 Steel _ 318' 1/8" P.T.Southern Pine(SG-.55) 1/2" 1.3/8"
UNITS COMPLYING WITH ASTM C-90. P.T.Southern Pine(SG=.55) 112" 1-3/8' Aluminum,6003-T5 min. 3/8" 1/0"
GLAZING COMPLIES WITH ASTM El3.D. 3116'Steel Ullracon Concrete(min.27 ksi) 1" 1" #10 Steel SMS Steel Stud,Gr.33 min. 3/6" 0.0346"(20 ga)
8)THE 1/3 STRESS INCREASE WAS NOT Ungrouted CMU,(ASTM C-90) 1" 1-1/4' A36 Steel 3/8" 118"
USED IN THIS ANCHOR EVALUATION.THE NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF NOTE:FOR ALL METAL SUESTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MTERIAL.
1.6 LOAD DURATION FACTOR WAS USED MATERIAL
FOR THE EVALUATION OF WOOD SCREWS.
9)IF THE EXACT PRODUCT SIZE IS NOT
LISTED IN THE TABLES,ALWAYS ROUND SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
UP TO THE NEXT LARGER VALUE. DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET.
TABLE 1:AS TESTED
Window Buck Size Design Pressure Certification ^^,\� maw J.ROSOWSKI 07/10/11 VINYL
.�l'/r,' �; e`"a' a" "E'+aau>crta�orosarAcwrA°m
r? �Rta:snxracumY><Frm"Fnrvnnrr
.' AYDAf �WSl�CiMrirIBPRQ
WI PST
Rwnd sr. a.a R.wnz eaTaenwrsEuseDaTReHauA»x
96` 60" 80' W 780.227 4 %707 �e' a¢mv -n sTRc4°x�'®
190-230,475 //��
75' 60` 80 80 190-228 D 1070 TECHNOLOGY DRIVE
48' 62' 75 75 190.232,701 •=Oi• "/` NOKOMIS,FL 34275 brae
f •• ar;:TL
'!•-� ri •�J' FL CERT.OF AUTH.:29296 PICTURE WINDOW
`C..,^••.•••.•• ��., A.Lynn Miller,P.E. s s."w°4' S.6:
'l n,.i`'t 1.•"'1•' P.E.#58705 PW-520 NTS 1 of 3 3071U11JR
INSTALLATION WITH FLANGE FRAME
EDGE DISTANCE {
SIAE ST, T
' I / EDGE DISTANCE
EMBEDMENT f � SUBSTRATE SUBSTRATE
—) EMBEDMENT / EXTERIOR
1X WOOD I / \fj 3-1/4"
T O /
SHIM SHIM -
Q
SOA Q �q,
RIS
EXTERIOR EXTERIOR
!r^'� FLANGE FRAME, .
JAMB INSTALLATION
DIRECTLY TO SUBSTRATE)
FLANGE FRAME, FLANGE FRAME,
HEAD INSTALLATION HEAD INSTALLATION }
(USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE)
SUBSTRATE
EXTERIOR
EXTERIOR EXTERIORTF
��� SHIM 1X
u WOOD
SHIM
SHIM \`w I FLANGE FRAME l 1'1^';'
1X WOOD / JAMB INSTALLATION .fr-•';.:,ts
' USING 1X BUCKSTRIP)
45t3=
/ �SUBSTRA
r / FLANGE FRAME, 6 /� IS ti
"�
SILL INSTALLATION �''
SUBSTRATE -. �'r••• :y,
(DIRECTLY TO
FLANGE FRAME,
SILL INSTALLATION a.+,ar, wm: u.xnrr. p�aemutraiccu:++tetxumrtaan
(USING 1X BUCKSTRIP) • J.ROSOWSKI 07/10/11 VINYL NES,,mca "dwr arnv.
MDAtOgUkTMY.NJFGYrKlYDF'MS
_ xePBY- tn+n: xaetepnc D�AIMMfMWYdEtSED4VRE98DRX,YBN
AW(f/M MiihWrlNffEJUNt'SS®NAIi'1B/
- rouucsovoFxrAmtarwes
INSTALLATION NOTES: '
1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1076TECHNOLOGY DRIVE
2)SEE TABLES)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS,FL 34275
3)MAX SHIMTHICKNESS'TOBE1/4". FL CERT.OF AUTH.:29296 PICTURE WINDOW
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 'A.Lynn Miller.P.E. SpidL1o0atl sme: _ srooe aB.ty ao.:
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 n
7115"LAM!
— 3/16"ANNEALED OR
GLASS NOMINAL
HEAT STRENGTHENED
EMBEDMENT °— 090"DUPONT --
SGPfNTERLAYER � GLASS '
EDGE ` 5UBSTRATELI AIRSPACE
DISTANCE
I I r 3115"ANNEALED OR
/
HEATSTRENGTHENED 3/16"ANNEALED
/ _ r GLASS
r'�GLASS
EDGE 1/
DISTANCE SHIM
]OR EXT
�� �� • � . NNOM .
I
Q ��Q 4
EXTERIOR DOW 1199 r��
r SILICONE EXTERIOR
FIN FRAME, f// GLAZING OPTIONS
HEAD INSTALLATIONT .
j t
r 5/16"LAM
SHIM / GLASS NOMINAL _ 1/8"ANNEALED
FIN FRAME, .090"DUPONT r GLASS
JAMB INSTALLATION SUBSTRATE PVB INTERLAYER
AIRSPACE
L 1/8"ANNEALED '_ 3/16"ANNEALED.
v GLASS I
EXTERIOR GLASS
SHIM 1/2"
r NOM. EXTERIOR .
DOW 1199
SUBSTRATE f / SILICONE
tD
FIN FRAME,
SILL INSTALLATION
. . 'i iti!;,. r;f aaaar. oao: u"Pn.s raeuacwulrxxctrs.�awarnarnuxm t
J.ROSOWStl 07110111 VINYL 'OFMr
I !
INSTALLATION NOTES: ''�`'''..'S=1�v ,wua+aweraarwoeoanavoFnns
7 H"vW bY• WP: aa,tY s: (ApIMQ1fK{YBFLb�QiaftROIXkYYOW
.1lrf4aL lHlM]rt7hFmRlSfEO Ma/RB:
1)SEE SHEET I FOR SPACING REQUIREMENTS. 1-�•5"'•C' _ J- k �� g
2)SEE TABLE(S)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. - •
3)MAX.SHIM THICKNESS TO BE 114". J— 1070T£CHNOLOGY DRIVE
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN -') C t o ?!; NOKOMIS,FL 34275
'1 i'iA�.'r`
REQUIREMENTS. FLCERT.OFAUTH,:29296 PICTURE WINDOW .
5)FIN AND FLANGE MAY 8E REMOVED FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE t1; '••
A.Lynn Miller,P.E-
INSTRUCTIONS ON SHEET 2. *�:4 '{,�\�' RE,#58705 PW-520 NTS 30t 3 3071015JR