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HomeMy WebLinkAboutProduct Approval (2) rage i of .i BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ?BCIS Site Map Links 'Search Susines� ., Profession I Y AP ERdubctlic UApproval Rteoulasion � s a: _. ,,.,.,:-P.:�-.�:::d..:.:•__.r>n, �.,_p.or R,;;plice_Ic;^_..._ar_>dc,,licatlOn Ust>Application Detail s FL# FL2, 9 Application Type Revision Code Version 2014 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 P f dustries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory caning Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE L�alidatlon=Ehee{c7ist=Ma�dco Received----–—�----------- ---"--- " Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFliPptbxssUkV... 3/1/2016 rlurlua I3unuing k,uue umme rage z of s 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 2329.1 =JAW-640 JjAluminum Awning Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No =L' Z._ " e t ... 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 is€_2.329 -`97I ii4iiF --._...._..._—..__. ._._._..............- design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports 2.rr..� vdiu...' r i:, c.f Created by Independent Third Party: No 2329.2 AW-2740 PremierVue Vinyl Awning Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL..329 Rc) C G-C '' �-L Ncati:;n; �,`k',. ......... Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/28/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for =1.23;23,29_'9 R9 II PA-7-2740-;dc _. -----._._..__...........-..._. design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports =L2329 Rr AF fitV-2740 c'valua'No ,L'.ii` Created by Independent Third Party: No 2329.3 AW-2840 PremierVue Vinyl Awning Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No -1.2379 C CAC. A`•a 7840 - tfic=t'.ir Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration`Date Impact Resistant:Yes 12/20/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for =L2329 R9 TI A i-'840,_;df design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports --- — fes--4-49--A-Imo{+'-`:t--}-t2 Created by Independent Third Party: No 2329.4 AW-5440 EnergyVue Vinyl Awning Window - ----;Limits=of=Use-------- - Certification-Agency-Certificate — — Approved for use in HVHZ: No FL2329 Ra C C-C art,€`cation 5440 A'VY*,dF 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 =L232C}.,__-R9.,._i_A`W-,;.:,4?.,pdF design pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FLI' 29 '9 AE Zvi!--54i 0 Evaluati?F1..[n<7.i Created by Independent Third Party: No 23295 "' AW 5540_:] JjWinGuard Vinyl Awning Window Limits of UseCeAgency Certificate Approved for use in HVHZ: No =rtification�2;?S...P CAC C ;a`:_:<ai^r;5541;A �cf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/12/2019 Design Pressure: N/A Installation Instructions http://www.floridabuilding.or- r/pr_app_dtl.aspx?param=wGEVXQwtDgtFhPptbxssUkV... 3/1/2016 IIS I - I i I i I I 60MAX.BUCK WIDTH B60'MAX.BUCK WIDTH SEE , ET3—+{I D,SEE S SHEET 4 L A.SEE — — I C.SEE — — — SHEET 3� i SHEET4F. ' A / C 4' 42*! / MAX. / r MAX. 42' � BUCK / i O.C. MAX. 17-112" BUCK HEIGHTHEIGHTMAX. O.C. 1 4'MAX. I • 14.71'MAX. 4'MAX. 3-7116.MAX. MAX.O.C. D O.C. 2-3/8'MAX. J . � ELEVATION FOR TY EQUAL LEG/BOX 8 FLANGE FRAME ELEVATION FOR TYP.FIN&J-CHANNEL FRAME I _GENERAL NOTES:SERIES 5440 NON-MPACT_ RESISTANT,VINYL AWNING WIRDOW i 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. TABLE 1: Window Buck Size Design Pressure Certification 2)ALL WOOD BUCKS LESS THAN 1.112'THICK ARE TO BE CONSIDERED IX Width Height (+)psi (-) 5t (CAR)Number INSTALLATIONS.1X WOOD BUCKS ARE OPTp OPTIONAL IF UNIT IS INSTALLED -� DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED ASI2X ARE 14/2' 's� 4.1"^,_„- _. OrO�� THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADSITO THE STj2UCTURE.WOOD 52.125" 42" 65 70 190-1064 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD, (AOR). 3)ANCHOR EMBEDMENT TO BASE MATERIgL,SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALLI j SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF i INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR L(CATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOODBUCKS,BYOTHERS,MUSTBE SUFFICIENTLY ANCHORED TO RESIST LOAdS IMPOSED ON THEM BY THE WINDOW. \\r........ ... <� •: { 5)THE ANCHORAGE METHODS SHOWN HA (BEEN DESIGNED TO RESIST '•'/=-'� THE WINDLOADS CORRESPONDING TO THEIREQUIRED DESIGN ` 12/13/14 PRESSURE.THE 33.1/3%STRESS INCREASE(HAS NOT BEEN USED IN THE _ ' VINYL AWNING WINDOW FPA(NDN-IMPACT) DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO VVyyOOOOD.ANCHORS THAT COME o GENERAL NOTES B ELEVATIONS dm^ JROSOWSKI INTO CONTACT WITH OTHER DISSIMILAR MdTiERIALS SHALL MEET THE _ i','• ;;T:�i -��/-� REQUIREMENTS OF THE FLORIDA BUILDINGICODE FOR CORROSION ® '` '''�' O?:••'„n`,•` RESISTANCE. CERT.OFAUTH.#29296 zo '�';,Cp�''•••••/LORI•• 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1600 AW-5440 NTS 1 OF 4 i z PA-5440AW.0 z A.LYNN IJILLER,P.E. �`n P.E.#58785 I I j i I i j TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Min.Edge Min. Anchor Substrate Distance Embedment Anchor Substrate Distance an. e Embedment #10 SMS P.T.Southem Pine(SG=0.55) 7/18" 13 8' 2.1/2"x.131'Common Nail P.T.Southem Pine(SG=.55) 9/16" 2-7116" (steel,18.8 S.S. Steel,A36 j 3/8" 0.050' Max.DP of 50.0 or 410 S.S,) Steel Stud,A653 Gt.33 318" 0.0346"(20 Ga.) 2-112'x.131'Ring-shank Nell P.T.Southem Pine(SG=.55) 9116' 2-7116' Max.DP of 50.0 Aluminum,8083-T5 318" 0.0713" 14 Ga. C.-.2-1/2-x-,-145-'-RDofing•Nait---:LP:7-Southem Pine'(SG:S,_ 9/16 —2;7T16 g #12 SMS P.T.Southem Pine(SG=0.55) 9/16" 13/13' P.T.Southem Pine(SG=.55) 3/4" 1J/8" Sleet,A36 ! 3/8" 0.050" 410 SMS (steel,18$S.S. Aluminum,6063-TS 3/8' 0.0713'(14 Ga.) Steel Stud,A653 Gr.33 3/8" 0.0348-(20 Ga.) (steel,1B-8 S.S. or 410 S.S.) or 410 S.S.) Steel Stud,Gr.33 318' 0.0346'(20 Ga.) Aluminum,6063-T5 3/B' 0.0713" 14 Ga. Steel,A36 3!B" 0.050' 3/16"Ullracon P.T.Southem Pine(SG=0.55) 7/16" 1318" (steel) Concrete(min.2.851ksi) V 13/8" Max-01`01`50-0. Ungmuted CMU,(ASTM C-80) 2-1/2" 1-1/4" ANCHOR NOTES: P.T.Southem Pine(SG=0.55) 1" 1.3/8" 114"Ullracon Concrete(min.2.85;ksi) 1" 1314" 1)'UNGROUTED CMU'VALUES MAY GE-7700 OR (steel) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" BE USED FOR GROUTED CMU DOW-791 112'NOM.GLASS Concrete(min.2.851ksi) 2-1/2" 13/4" APPLICATIONS. SILICONE BITE TYP. P.T.Southem Pine(SG=0.55) 1" -TZ8 2)PANHEAD,FLATHEAD OR D 1/4"Crete-Flex Concrete(min.3.35;ksi) 1" 13T4" HEXHEAD ARE ACCEPTABLE. EXTERIOR (410 S.S.) Ungmuted CMU,(ASTM C-90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE 50 THAT a Concrete min.3.35jksl 2-112" 1314" A MIN.OF 3 THREADS EXTEND Concrete(min.3.275 ksi) 1-1/2" 1.3/8•' BEYOND THE METAL SUBSTRATE. [i/4,'JAggre-Gator P.T-Southem Pine(SG--0.55) 1" 13/8" D83 S.S.) Un routed CMU, ASTM C90 Z. 1-114" i TYP.GLAZING DETAIL -- 314'NOM. (+— --1 3/4"NOM. 7!8'NOM. 7J8'NOM.1/8"ANNEALED OR IVL7I 3/16'ANNEALED OR I I I TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5/16"A/A PVB 1/2"AIR SPACE 3/8"AIR SPACE 7/16'AIR SPACE 3/8"AIR SPACE 118"ANNEALED OR 3/16"ANNEALED OR 1/8"ANNEALED OR 3116"ANNEALED OR_ TEMPERED GLASS TEMPERED GLASSY TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER____LLA SUPERSPACER OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL i XL EDGE XL EDGE XL EDGE XL EDGE GLAZING TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) VINYL AWNING WINDOW FPA(NON-IMPACT)11!1 12/13/14 o GLASS/ANCHOR OPTIONS J ROSOWSKI CERT.OF AUTH.#29290 a' � :...... 1070 TECHNOLOGY DRIVE p moo° I N.VENICE,FL 34275 _ i 1(941)-480-1600 v AW-5440 z- NTS ° 2 OF 4 2F z A.LYNN MILLER.P.E. �n P.E.9 58705 t ( i I EDGE DISTANCE =-i SHOWN % / / INSTALLED SHOWN INSTALLED '--- DIRECTLY TO THROUGH IX SUBSTRATE EMBEDMENT EMBEDMENT EMBEDMENT BUCKSTRIP / - _.�� �_-v EDGE. //// �0 '//// I/`. EDGE FLANGE -_� ``- j DISTANCE // / ❑ o ^��;/ /�� o ❑ I I I %/ / DISTANCE FRAME / SHOWN -- _ �---- JA ME ANCHORS MAY // 7� BE INSTALLED IN EITHER LOCATION "sc5 s?� oL.! ' \ EXTERIOR %I /yip/;/ ' FLANGE I /S-- �4" a O Q - FRAME _ ^� -_ I EQUAL- -- BUCK WIDTH SHOWN "'���III LEG/BOX ' HORIZONTAL SECTION A-A SHOWN �I BUCK - HEIGHT c INSTALLATION NOTES: i I j 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. C Q 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. I EXTERIOR j 3)MAX.SHIM THICKNESS TO BE 1/4'. FLANGE I 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES aFRAME O�� EXTERIOR ONLY AND MAY DIFFER TO MEET DESIGN .i SHOWN any REQUIREMENTS. 5)FIN AND/OR O D _ % v OTHER FRAME TYPES.MAY BE REMOVED TO CREATE Q �—o �E:= INSTALLATION THROUGH t - THE FRAME,INTO METAL EQUAL- QOO� SHOWN LFRAME INSTALLED ,•1'.I '''',;,;f SHOWN �� DIRECTLY TO j - o SUBSTRATE - ( VINYL AWNING WINDOW FPA(NON-IMPACT) 12/13/14 / EMBEDMENT I FLANGE&EQUAL-LEG/BOX FRAMES ?m^ J ROSOWSKI a d S f BTR�>Y , 6 % �- EDGE DISTANCE CERT.OF AUTH.#29296 " i c' �;• I VERTICAL SECTION B-B N.V TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1600 AW-5440 tj NTS t 3 OF 4 o z° PA-5440AW.0_l 2 A.LYNN MILLER,P.E. P.E.p 5B705 I I , i I j}—�-i— EMBEDMENT EDGE DISTANCE —y I-+- I► EMBEDMENT':►-! J-CHANNEL _ t EDGE EDGE , FRAME DISTANCE DISTANCE F �� � + 1 i --•1- SHOWN I 0 c J 1 SI t 3m i U _ EMBEDMENT ❑ C7 I TEMPORARY REMOVAL OF HARDWARE MAY BE REQUIRED TO ACCESS (� INSTALLATION ANCHORS Q U I J-CHANNEL t=7 a u INTEGRAL FRAME SHOWN o EXTERIOR FIN FRAME � SHOWN SU � CK WIDTH --V Q p HORIZONTAL SECTION C-C INSTALLATION NOTES: BUCK (/ 1)SEE SHEET I HEIGHT �"" REQUIREMENTS.OR SPADING ,,.% f 2)SEE TABLE(S)ON SHEET 2 FORANCHORAGEAND I a c SUBSTRATE REQUIREMENTS. I 3)MAX.SHIM THICKNESS TO to Be lw 4)GLASS SHOWN IS FOR i © ILLUSTRATIVE PURPOSES EXTERIOR , i ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. INTEGRAL EXTERIOR INTEGRAL a EXTERIOR 5)FIN ANDIOR FLANGE MAY BE I a p 0 FRFIN AME FIN v FRAME TYPES.REMOVED TO CREATE OTHER ©O `. SHOWN FRAME B �\ SHOWN INSTALLATION THROUGH INSTALLATION THROUGH THE THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL d � INTEGRAL FIN — 4 VINYL AWNING WINDOW FPA(NON-IMPACT)0 12/13/14 00•' ! FRAME > 1 EMBEDMENT `s sHowN _ —i ^ J-CHANNEL&INTEGRAL FIN FRAMES �� J ROSOWSKI C' (a [S- _,.. 9OGEDISTA CECERT.OF AUTH.#29296 ¢ o •.,i'ti' 1070 TECHNOLOGY DRIVE g VERTICAL SECTION D-D N.VENICE,FL 34275 _ - . r AW-5440 NTS 4 OF 4 $z PA-5440AW.D ri 2 A.LYNN MILLER.P.E. -4$0-1600 PER 58705 i