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Home My WebLink AboutProduct Approval1/13/2020 Florida Building Code Online =I vt�i� � AM — BCIS Home Log In User Registration Hot Toplc Submit Surcharge Stats & Fa= Publications Contact Us I SCIS Site Map Unks I Search I Flo da j oij Product Approval S USER: Public User 54'FP.wv.)4�4�5n topr p ua Aap IU Menu > Produa or Apnilca[lon Search > eRRPCahoe List > p DaOUrl FL # FL5012-R21 Application Type 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. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 dmark@pgtindustries.com Authorized Signature Jens Rosowski imsowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext 21142 lmiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category CF ws Subcategory Compliance Method catmri Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE ri Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By File Copy kAm.Floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%2bYy9RfBuGnzYwaB5mB8QFtAjRkCZmsC2uA%3d%3d 113 1/13/2020 Product Approval Method Florida Building Code Online Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # I Model, Number or Name 5012.1 PW - 220 10/24/2018 10/24/2018 10/30/2018 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Description Aluminum Fixed Window Certification Agency Certificate FL5012 R21 C CAC PW220 Certification C.odf Quality Assurance Contract Expiration Date 10/24/2020 Installation Instructions FL5012 R21 II F-220.pdf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE F-220 Eval.odf Created by Independent Third Party: No 15012.2 1 PW - 640 1 Aluminum Fixed Casement I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Certification Agency Certificate FL5012 R21 C CAC Cert-FCA640.pdf Quality Assurance Contract Expiration Date 02/25/2022 Installation Instructions FL5012 R21 II FCA-640.211' Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE FCA-640 Eval.odf Created by Independent Third Party: No 15012.3 I PW-5420 j EnergyVue Vinyl Fixed Window Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Certification Agency Certificate EL5012 R21 C CACCertification - PW54 0-5440 pAE Quality Assurance Contract Expiration Date 07/29/2021 Installation Instructions EL5012 R21 II F-5420 pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE F-5420 Eval pdf Created by Independent Third Party: No 5012.4 _,,,/ I PW-5440 I EnergyVue Vinyl Fixed Casement Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Certification Agency Certificate FL5012 R21 C CAC Certification - PW5420-5440 odf Quality Assurance Contract Expiration Date D7/29/2021 Installation Instructions FL5012 R21 IT FCA-5440 pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE FCA-5440 Eval.pdf Created by Independent Third Party: No L5012.5 I PW-5520 I WlnGuard Vinyl Fixed Window I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Certification Agency Certificate FL5012 R21_Q CACCertification PWF5205 40 b pdf Quality Assurance Contract Expiration Date 06/27/2021 Installation Instructions FL5012 92�pi( Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE F-5520 Eval pdf Created by Independent Third Party: No 15012.6 I PW-5540 I WlnGuard Vinyl Fixed Casement Window hfps://www.floridabuilding. org/prlpr_a pp_dd.aspx?param=wGEVXQwtDgtUDE2xB8XL%2bYy9RfBu GnzYwa BSMB8QFtAj RkCZmsC2uA%3d%3d 1/13/2020 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage Information. Certification Agency Certificate FL5012 R21 C CAC Certification - PW5520-5540 b pdf Quality Assurance Contract Expiration Date 06/27/2021 Installation Instructions FL5012 R21 II FCA-5540.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE FCA-5540 Eval.pdf Created by Independent Third Party: No Back .va.t Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Ronda Is an AA/EEO employer. Cop -fight 2007-2013 State of Florida :: Privan Statement ::Accessibility Statement :: Refund Statement Under Flonda 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 mail 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 emaile provided may be used for official communication with the licensee. However email addresses are public record. It 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 Ompter 455, F.S., please dick here . product Approval Accepts: ® WWS-7�611 ® K = M Credit Card Safe https:tl w.floridabuilding.orgtprlpr_app_dti.asps?param=wGEVXQwtDgtUOEZX88XL%2bYy9RfBuGnzYwaB5mB8QFtAjRkCZmsC2uA%3d%3d 313 GENERAL NOTES: SERIES 5440 NON -IMPACT RESISTANT, VINYL FIXED -CASEMENT WINDOW 11 THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGCODE. 2)ALL WOOD BUCKS LESS THAN 14@' THICK ARE TO BE CONSIDERED I INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2K ARE 1-IZ THICK OR GREATER. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTAUAVON IS THE RESPONSIBILITY OF THE ENGINEER (EORI OR ARCHITECT OF RECORD, (AQR). 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGNLASHING STRATEGY FOR WATER RESISTANCE Of INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE 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 CORRESPONDINO TO THE REQUIRED DESIGN PRESSURE. THE 33AI3'K 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 REQIIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. im Window Buck Size I Design PTBSBIne CeRlgcaOon (CART Number Width I Height I (-IPA 1 0131 120" 50" 170.0 70.0 190.1017 63" 50.0 50.0 190.1011 MAX. BUCK WIDTH SEE TABLE 1 —�1 i--ter 15' MAX.O.0 I F 6-MAX. I A ram- -- MA).BUCKWIDTHSEETABLEI D. SEE r.- 4•MAX.O.C. SHEET4 CIS EE SHEET4 / MAX Bum HEIGHT, SEE 1 TABLE 1 r 4' MAX. J - _ O.C. AK � �•-- O 2-MAX. --^I �- TYP. EQUAL-LEG/BOX & FLANGE TYP. INTEGRAL FIN & J•CHANNEL FRAME (SHAPES SIMILAR) FRAME (SHAPES SIMILARR) SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. N. VENICE, FL 34275 VINYL FIXED WINDOW FPA INON-IMPACT) Ig 12/13A4 GENERAL NOTES & ELEVATIONS J ROSOWSKI PW-5440 hI NTS IAI 1 OF la£I FPA-5440.0 T MAX. MAX. BUCK HEIGHT, SEE TABLE 1 .c, 55705 "T to IT 5 ' J U; A. LYNN MILLER, P.E. TABLE 2-ANCHORS INSTALLED THROHMX FRAME Anchor Substrate Min. Edge Distance Min. Embedment #10 S (Steel, 18-8S.S. or 410 S.S.) Max. DP of 50.0 P, . oalhem ma G— . 716' 1318' Steel, A30 3/87 0.050' Steel Stud, A053 Gr. 33 318' 0.0348' (20 Ga.) Aluminum, 6063-75 3/8' 0.0713' 14 Ga. g12 SMS (slcel, 188 S.S. ar 4105.6.) P.T. Southern Pine (SG=0.55) Bile" TV Steel, A30 3/8" 0.05D' d A653 G. 33 3/e• 0.0346-(20 Ga.) um893SlA 3/B' 0.0713' 14 Ga. 3/16" Ultrecon (steel) Mex- DP of 50.0 P.T. SoutlftenfLPine -0.55) 7115' 1318' Concrete (min. 2.S5 ksl) 1" 1318' Ungrouled CMU, (ASTM C40 2-1/2" 1-114" 1/4' Ultmoon (steel) P.T. Sculhem Pine (S(3•0.55) i" 1318' Concrete (min. 285 ksl) 1" 1314' Uncrouled CMU, (ASTM C40) 2-12" 1-114" Concrete min. 285 tell 2.112" 1314' 174' Crete+Tex (410S.S.) P.T. Southern Pine (SO-0.55) 1' 1318• Concrete (min. 3.35 kel) 1" 1374' Uncrowded CMU, S7M C40 2-12" 1-1/4" Concrete In. 3.35 ks1 1314" 1/4"Aggro-Galan (18-05.6.) Ccrete roil. 3.275ksi P.T. 5altem Fine(SG-0.55) 1 1-12" 1 1 13ur 1318' Un muted CMU, STM C40 2' 1-1/P INI I911 THROI DW INTFf-CLI PIS Anchor Substrata Min. Edge Min. Distance Embedment 241 x .131' Common Nall P.T. Southern Pine (SG=,55) 9/16• 2-7/16• Max. DP of 50.0 2-12' x .131' Rrgehank Nail P.T. Somhem Pine (SG2.55) 9/16• 2.7/1V 2-1/2' x .145' Roo01g Nall P.T. Scuthem Pine (SG=.65) 9110" 2.7116" P.T. Sculhem Pine(SG=E5) 3/4' 13/8° 610 SMS Aluminum, 6063-TS 3/8" 0.050' (steel, S.S. Steel Stud, Or, 33 3/8" 0.0713' (14 Ga.) or 470 S. S.S.) Sied, A36 3/8" 1 0.050• ANCHOR NOTES: 1)•UNGROUTED CMU• VALUES ]MY BE USED FOR GROUTED CMU APPLICATIONS. 5/16" A/A PVB — 2)PANHEAD,FLATHEADOR HE%READ ARE ACCEPTABLE. 7/16" AIR SPACE 3)ANCHORLENGTHTOSESOTHkT 1/8'ANNEALEDOR AMIN,OFaTHREADSExTEND TEMPERED GLASS BEYOND THE METAL SUBSTRATE DURASEAL, SUPERSPACER OR CARDINAL XL EDGE ---I 719• NOM. 51 AIA PVB — 3/8"AIR SPACE 3/16" ANNEALED OR TEMPEREDGLASS DURASEAL, SUPERSPACER OR CARDINAL XL EDGE —� 7M'NOM. 1("NOM.GlASS BITSTYP. + Is- NO ]/9'NOM1d. -+— -�- 1-NOM. GE-7700 OR 1/8°ANNEALED OR 3/16'ANNEALED OR 1/4'ANNEALED OR o—DOW-791 SILICONE TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 5/8'AIR SPACE 12'AIR SPACE 1/2'AIRSPACE — 1/6°ANNEALED OR 3/16'ANNEALEDOR 1/4'ANNEALED OR EXTERIOR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS /Y1l' DURASEAL, DURASEAL, DURASEAL, SUPERSPACER_ SUPERSPACER SUPERSPACER ❑� OR CARDINAL OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE o GLAZING TYPES ''• TYP. GLAZING DETAIL '" -'/r PVB INTERIAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA, INC.) .'•=11•'Y ;`%P `�, VINYL FIXED WINDOW FPA(NON-IMPACT) 8 12/13/14 -` "` "T'' - VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH -"4' HEIGHT. SUCK MIGHT. e3^4• UUTy GLASS/ANCHORS OPTIONS 6e UROSOWSKI d VISIBLE LIGHT WIDTH OR - ~',` 6i�(�'r' ' HEIGHT (ALSO REFERRED) CERT.OFAUTH.WM2Be c.,r TO AS DAYLIGHT OPENING) IS MEASURED FROM 1070 TECHNOLOGY DRIVE t ^I '•" BEADING TO BEADING, N. VENICE, FL 34275 /041 A80.1600 a Y PW-5440 NTS 8 2OF4 E2 FPA-5440.0 �£ NN MIL, avPN 507115 P.E. \ - 1 _. �, .fi a I i 1 I I I EDGEDISTANCE B �•\ \ \ \ EMBEDMENT \ EMBEDMENT \ \ •� \ \ \ EDGE FLANGE FRAME �1 i --r i DISTANCE SHOWN BROWN INSTALLED r 1 �� I-1 THROUGHIX BUCNSiNIP BUCK HEIGHT EXTERIOR a BROWN INSTALLED DIRECTLY TO SUBSTRATE 1-THICKI.G. - SHOWN INSTALLED THROUGH IX h-- EMBEDMENT BUCKSTRIP DISTANCE \— FLANGE EXTERIOR EQUAL - FRAME II�� --- SHOWN �_- V IEGIBO% -- BUCK WIDTH -- _.-� FRAME -- SHOWN � HORIZONTAL_ SECTION A -A 718-THICK I.G. 1-THICK I.G. SHOWN INSTALLED DIRECTLY TO METAL SUBSTRATE FLANGE FRAME SHOWN EXTERIOR v 1 FOR SPACWG REQUIREMENTS. 51 ON SHEET 2 MR ANCHORAGE AND SUBSTRATE REQUIREMENS. 'HICKNESS TO BE 114'. NN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN 5. FLANGE MAY BE REMOVED TO CREATE OTHER FRAME IYPES. EQUAL- SHOWN LEGIBOE INSTALLED FRAME DIRECTLYTO SHOWN SUBSTRATE . .g10 Y .0 ' VINYL FIXED WINDOW FPA(NON-IMPACT) g12/13/14 EMBEDMENT �L-\�,(\/ �jL,LJ�� , FLANGE & EDUAL-LEG BOX FRAMES : J ROSOWSKI 1, IS' _ --�-{-- EDGE DISTANCE - CERT. OF AUTH. QD298 1070 TECHNOLOGY DRIVE VERTICAL SECTION B-B N. VENICE, FL 34275 - J� Y - • LYNN MILLER. P.E. (941)-450-1600 a PW-5440 .° NTS ,h 30F4 _ FPA-5440.0 a A P.EX 58705 SHOWN INSTALLED THROUGH THE INTEGRAL FIN EMBEDMENT J-CHANNEL SHOWN -- O BUCK HEIGHT ?M'THICKI.G. 1'THICKI.G. 1 EMBEDMENT --I L EDGE DISTANCE EDGE i. DISTANCE EDGE DISTANCE -� SHOWN INSTALLED THROUGH SHOWN INSTALLED THE hHAME THROUGH THE INTEGRAL FIN J-CHANNEL FRAME o SHOWNE%-__, OR I•THICKLG. �7WTHICK LG. u -- BUCK WIDTH - HORIZONTAL SECTION C-C Ii l .._'. INTEGRAL FIN FRAME SHOWN I INSTALLAIION 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 1W.. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. S) FIN ANUIOR FLANGE MAYBE REMOVED TO CREATE OTHER FRAME IYPES. SHOWN uIMKIVK SHOWN L INSTALLATK)NTHROUGH INSTALLATIONTHROUGHTHE J\/l- E%TERIOR SHOWN THE FRAME, INTO METAL INTEGRAL FIN, INTO METAL G1 nn INSTALLED Jlu THROUGH THE FRAME INTEGRAL - T - FIN -�I EMBEDMENT VINYL FIXED WINDOW FPA(NON-IMPACT) X12l13/14 FRAME �mil`^ - F.& - seDWm 3 J-CHANNEL 8 INTEGRAL FIN FRAMES p,5 J ROSOWSKI _ ® ✓:n_✓ --I EDGE DISTANCEH CERT.OF AUTH. @9298 � '-\^J� VERTICAL SECTION 1070 TECHNOLOGY DRIVE �g •`-�•G7�.;r;•(,�: N. VENICE, FL 34275 (041)-480-1600 t PW-5440 x NTS 40F4 jV4 FPA-6440.0 is A. LYNN MIU R,P.E