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Home My WebLink AboutPRODUCT APPROVAL - AWNINGi � �'e�iP/dsLdGsP (/U� der e��iY�t� FILE CO P Regulation BCIS Home I Lag In I User Registration I Hot Topics Submit Surcharge St m & Facts I Publications Contact Us BCIS Site Map Links Search �OfIdB n r; Product Approval IUSER: Public User 4t�^ nY`.aufv�t. m Product Approval Menu > Product or APP110tion Search > Application List > Application Detail FL # FL2329-R31 Application Type Revision j Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived ❑ Product Manufacturer j Address/Phone/Email i I I Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) I I I I Equivalence of Product Standards Certified By I I I j Product Approval Method I Date Submitted I j I PGT Industries 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Windows Awning Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE E] Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 Method 1 Option A 11/07/2017 SCAN` •E® SiLueje Count Year 2011 2005 2005 2012 Date Validated Date Pending FBC Approval Date Approved Summary of Products 11/08/2017 11/12/2017 FL # Model, Number or Name Description 2329.1 AW - 640 Aluminum Awning Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL2329 R11 C CAC Certification 640 AW.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/25/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL2329 1111 II AW-640b.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL2329 R11 AE AW-640 Evaluation B.Ddf Created by Independent Third Party: No 2329.2 AW-5440 EnergyVue Vinyl Awning Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL2329 Rll C CAC Certification 5440 AW.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/12/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL2329 R11 II AW-5440.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL2329 R11 AE AW-5440 Evaluation B.pdf Created by Independent Third Party: No 2329.3 AW-5540 WinGuard Vinyl Awning Window se Approved for use in HVHZ: No Certification Agency Certificate FL2329 R11 C CAC Certification 5540 AWodf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/12/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL2329 R11 II AW-5540.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL2329 R11 AE AW-5540 Evaluation B.pdf Created by Independent Third Party: No Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails 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 here . Product Approval Accepts: IMAM ,e�yMci `Credit Card S 1 I so• MAX. eucK WIDTH --y B, SEE SHEEP 3 4, SEE IEET 3 / A 42' MAI BUC HEIG IAX. 4' MAX. a• M r-� O.C. ..__.. ELEVATION FOR TYP. EQUAL LEG/BOX & FLANGE FRAME GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL AWNING WINDOW I)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1P2• THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. IW SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 1T UL 60• MAX. BUCK WIDTH —_ D,SEE C, SEE SHEET4 / C M / MAX. O.C; MAX y BUCK HEIGHT I D . MAX. mo` I M . X. � M.. MAX. O.C. 246' MAX. ELEVATION FOR TYP. FIN & J-CHANNEL FRAME Window Buck Size Design Pressure Certification (CAR) Number Width Height (+) psf W psf 60" 42" 50 50 190502, 1065 52.125' 42' 65 70 190503, 1066 VINYL AWNING WINDOW FPA(IMP: RESIST.) g`° 12/13/14 : ))*•r,3705 o GENERAL NOTES & ELEVATIONS c" J ROSOWSKI CERT. OFAUTH.429296 moo° ;'�;C •'•'`iGR,TJP••..('j�'�. 1070 TECHNOLOGY DRIVE I I � � N. VENICE, FL 34275 (941 }480-1600 N AW-5540 NTS r 1 OF 4 z° PA-5540AW.0 z NN L p EJt 5 OS P E TABLE 2: ANCHORS INSTALLED THROUGH FRAME Anchor Substr ate Min. Edge Distance Min. Embedment 10 SMS (steel, 184 S.S. or MO S.S.) Max. OP of 60.0 P.T. Southern Pine 7/18" rT8" _ Steel, A36 • 3/8" 0.050" Steel Stud, A653 Gr. 33 3/8, 0.0348" (20 Ga.) Aluminum, 6083-TS - 3/8' 0.0713" 14 Ga. #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/10" 1'v8' Steel, A36 3/8' 0.050, Steel Stud, A653 Gr. 33 3/8' 0.0346" (20 Ga.) Aluminum, 6083-75 31117 0.0713' 14 Ga. 3/16" Ulbacon (steel) Max. OP of 50.0 P.T. Southern Pine (SG=O.55) 7/10" I-O Concrete (min. Z85 ksl) 1" 13/8" ' Ungmuted CMU, (ASTM C90 2-12" 1-114' 1/4" Ultracon (steel) P.T. Southem in (SG=0.55) 1" 1318 Concrete (min. Z85 ksl) 1' t-f4 Ungrouted CMU, (ASTM C90) 2-12" 1-1/4 Concrete min. 285 ksl) 2-1/2" 1-314" 1/4' Crete -Flax (410 S.S.) P.T. Southern Pine (SCr-0.5 1" 1.38" Concrete (min. 3.35 ksl) 1" 1.314" Ungrouted CMU. (ASTM C90) 2-12"- 14/4" Concrete min. 3.35 ksi 212" 1-/4 F(18-8IMAggro-Gator S.S.) Concrete min. 3.275 ks1) 1-1/71-I8" P.T. SouthernPine (SG=0.55) 1" 1.3/8" Ungmuted CMU, ASTM C90 2 1-1/4' - TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2' x .131' Common Nall P.T. Southern Pine (SG=.65) 9116' 2-7/16' Max. OP of 60.0 2-12' x .131' Ring -shank Nail P.T. Southern Pine (SG=.55) 9/16' 2-7/18' 2-112" x .145' Roofing Neil P.T. Southern Pine (SG=.55) 9116, 2-7116' P.T. Southern Pine (SG=.55) 3/4' 1.3/8" #S SM Aluminum, 6083-T5 3/8' 0.0713' (14 Ga.) (steell,, 1S 8 S.S. or 410 S.S.) Steel Stud, Gr. 33 3/8' 0.0346' (20 Ga.) Steel, A36 3/8' 0.050" ANCHOR NOTES: 1)-UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. - 2)PANIIEAD.FLATHEAD OR GE-77000R - HEXHEAD ARE ACCEPTABLE. DOW-791 1/2" NOM.GLASS SILICONE BtTE' 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND Sul O BEYOND THE METAL SUBSTRATE. EXTERIOR a � TYP GLAZING DETAIL — 7/8' NOM. I I 7/8" NOM. 5116" A/A PVB 5/16" A/A PVB - 7116'AIR SPACE 3/8" AIR SPACE 1/8" ANNEALED OR 3/16" ANNEALED 6F2 TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER OR CARDINAL OR CARDINAL XL EDGE XL EDGE GLAZING TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.) +,$. •' t- , ni '!- VINYL AWNING WINDOW FPA(IMP: RESIST.) 6 12/13/14 N0 "r`I`- _ '•�' (�e (j- ;' o GLASS/ANCHOR OPTIONS os° J ROSOWSKI STAir or. . CERT.OFAUTH.g29298 � r,,-�•n'.,GRtOfi.•';��,., 1070 TECHNOLOGY DRIVE +NPL N. VENICE, FL 34275 A LYNN MI LLER, P.E. w N AW 5540 d NTS - 2 OF 4 i PA-5540AW.0 = (941 }-080 1600 P.E.aseros 01131 II,— II� `�` I IL ■� BUCK HEIGHT EXTERIOR a EXTERIOR -!Zt �-LJA] FLANGE lu FRAME �. BUCK WIDTH _ I EQUAL- EGIBOX ��II LFRAME SHOWN HORIZONTAL SECTION A -A SHOWN INSTALLATION THROUGH THE FRAME, INTO METAL INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS, 2) SEE TABLE(S) ON SHEET 2 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 REQUIREMENTS. 5) FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES, EQUAL- `FRAME SHOWN%'0I, INSTALLED !I SHOWN Q❑ RECTLY TO SUBSTRATE jet\:Ci '•....... �1CF :: o T VINYL AWNING WINDOW FPA(IMP.-RESIST.) 0 12/13/14 / EMBEDMENT o` FLANGE & EQUAL-LEGIB FRAMES om J ROSOWSKI = "0 o CERT. OF AUTH. It29298 f Ga,,' --�••I- EDGE DISTANCE h N� ��•`)h� 1070 TECHNOLOGY DRIVE bs VERTICAL SECTION B-B N. VENICE, FL 34275 m (941)-480-1600 a AW-5540 NTS � 3 OF 4 o z° PA-5540AW.0 r z° A. LYNN MILLER, P.E. REA 58705 EMBEDMENT Ii1-IRrTT7rn— EDGE DISTANCE --•I 1. — u I I EMBEDMENT o a - I 1A a INTEGRAL FIN EXTERIOR FRAME j5 I SHOWN BUCK WIDTH �V HORIZONTAL SECTION C-C INSTALLATION NOTES: BUCK 1) SEE SHEET 1 FOR SPACING HEIGHT I REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 I SURANCHORAGEAND o BSTRATE REQUIREMENTS. D 3) MAX. SHIM THICKNESS TO 0 BE 1/4'. Q 4) GLASS SHOWN IS FOR ' ILLUSTRATIVE PURPOSES EXTERIOR - ONLY AND MAY DIFFER TO O O MEET DESIGN REQUIREMENTS. Q 0 0 INTEGRAL FlN �D EXTERIOR INTEGRAL EXTERIOR 6) FIN AND10R FLANGE MAY BE REMOVED TO CREATE OTHER TYPES. FRAME FIN FRAME FRAME O SHOWN SHOWN INSTALLATION THROUGH INSTALLATION THROUGH THE THE FRAME, INTO METAL INTEGRAL FW, INTO METAL l'lf N�rrr Li INTEGRAL FIN FRAME �� EMBEDMENT = VINYL AWNING WINDOW FPA(IMP-RESIST.) 0 12/13/14 = = 3HO J-CHANNEL &INTEGRAL FIN FRAMES sm J ROSOWSKI ?y' 6.CF —i EDGE DISTANCE ® CERT.OF AUTH. '6 •i'`J�'••. ,. •' +°.-�;. 1070 TECHNOLOGY DRIVE t VERTICAL SECTION D-D N. VENICE, FL 34275 (941 )480-1600 AW-5540 _ NTS 4 OF 4 o . Q z PA-5540AW.0 k - A. LYNN MILLER, P.E. REA 58705