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Home My WebLink AboutProduct Approval /D BCI$Home Log In Y User Registration .Hot Topics ! Submit Surcharge Stats&:Facts Publicati Product,Approval: U$ER:.Public User Pro duct'Approval Menu`> Product or Application Search > Application List>A Detail a FL # FL5012-R18 Application. Type Revision Code Version 2014 Applicati,on,Status Approved *Approved by DBPR. Approval: the POC'and/or the Commissic Comments Archived Product Manufacturer PGT Industries I Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustries.com Authorized Signature g Jens Rosowskl jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 1 1 echnology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certifcation Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By SteveJn " 9ric PE"` � t• 5012.7 PW-2720 PremierVue Vinyl Fi Limits of Use Certification Ager Approved for use in HVHZ: No FL5012 R18 C CP Approved for use outside HVHZ: Yes Quality Assurance Impact Resistant: Yes 05/30/2018 Design Pressure: N/A Installation Instri Other: Please see the Installation Instructions for design FL5012 R18 II PV pressure, size and anchorage information. Verified By: A. Lyn Created by Indepe Evaluation Repori FL5012 R18 AE P Created by Indepe 5012.8 PW-2820 PremierVue Vinyl Fi Limits of Use Certification Ager Approved for use in HVHZ: No FL5012 R18 C CP Approved for use outside HVHZ: Yes Quality Assurance Impact Resistant: Yes 02/04/2018 Design Pressure: N/A Installation Instri Other: Please see the Installation Instructions for design FL5012 R18 II PV pressure, size and anchorage information. Verified By: A. Lyn Created by Indepe Evaluation Reporl FL5012 R18 AE F Created by Indepe 5012.9 PW-3020 Architectural Syster Limits of Use Certification Ager Approved for use in HVHZ: No FL5012 R18 C CP Approved for use outside HVHZ: Yes Quality Assurance Impact Resistant: Yes 09/11/2018 Design Pressure: N/A Installation Instri Other: Please see the Installation Instructions for design FL5012 R18 II F- pressure, size and anchorage information. Verified By: A. Lyn Created by Indepe Evaluation Repori FL5012 R18 AE F --- Created by Indepe 5012.10 PW-5420 EnergyVue Vinyl Fi> Limits of Use Certification Ager Approved for use in HVHZ: No FL5012 R18 C CP Approved for use outside HVHZ: Yes Quality Assurance Impact Resistant: No 07/29/2018 Design Pressure: N/A Installation Instri Other: Please see_the-Installation_Instructio._ns for design- FL5012 R18 II F- - pressure, size and anchorage.information. Verified By: A. Lyn- Created by Indepe Evaluation Repori FL5012 R18 AE-F ------ - -- - - - — -Created by Indepe-------- 5012.11 PW-5440 EnergyVue Vinyl Fi> Limits of Use Certification Ager Approved for use in HVHZ: No FL5012 R18 C CP Approved for use outside HVHZ: Yes Quality Assurance 2nd Floor Patio Modification-Cat.H Sunroom Door&WindmSchednle FOv 8-n•.rrarww..nn«.«1 'i.i iii 7'2nNoh orma I,,JYmPmW✓r✓ No/ummrlmrWvP—fld[� lomrlfLeft Elevation Front Elevation'Ed.ring Concrete Floor of Urdt I llwaing Wu 6'-0" ElnmcaFlrudt 6�-Oa •, rcwmaw/2.1 ? E) T-2" 191_0" I I 19'0 N r Existlne Floor Plan r cn:..a wl Ixl r ch...el wnn m" Proposed Floor Plan y_0« •�•� N N ° Ay 01, � Left Elevation Front Elevation q q SCALE:I/4"=2' SCALE:1/4"=2' SCALE:I/4"=2' Cis U y o 3 � For Canneui—,CO,—t,H.$L (2)3/11'Diameter Tapcon with 1.5-(MIN.) Embedment Into Solid Concrem(fYR) EaudnO Non(rreJ 1•chemul(TYPJ For CorwMion 1.C.weta 3'x3•U right(TYPJ 11)1/4•Di.mner Tapwn®' ' P 12.O.C.(MAX.)with 1.13• - (MIN.)Embdment Into Solid In'Thick 1n—1 Clip(TYPJ71 Canrmtn Suggucd(TYP.) Aimch Cgp to Upright Uimg (<)g12 x 1/4•S.M.S.Wch Side(TYPJ (4)912.3/4•SAILS.(MMJ Ah wino.Baer Phtn EVL Side(TYP.) .I2S-(MM.)Thicknm Attach Gin to Clip Uaing (4)012.1-Self Drilling WJOe Head Saewa(MIN.) 3'a3•Column(TYP.) Eerh Side CM.) Mlach Gin to Clip Uling (4)g12 x 3/4-S.M.S.(MM.) " Post to Header Connection Eah Sid.(7YP.) .p..w 1.5•x 3.125'a I.S'a 0.055- ; U Horizontal Member to Verticat Member a Thl.k chamel(TYP.) Isk a v ad m — -- -- ------ ----—Eaining Conucn Hon ln'PJ-- —— ---- — — 3'•]"CoWmn(TYP.) - --- - �LLI•'a=- -- UChannet to Concrete Host Al—l" .Dun PWc (4)#12 x 3/4'S.M.S.Each Sid.(fYPJ .I]5•(MM.)Thick— Date: 4/20/17 l 1'Ch.—I(TYP.) Material WL 6005A-T61 AVoy Ealning Con=.I'mdalan(TYP.) For Comnadonm Canaan Han: 3'a 3'x 0.043•Paio (Field Verily) (3)]/g•DWncter hpmn with 1.5•(MIN rar.o.ls•colmm� Past to apse Connection R ) PAGE: Embedment W.Solid C,, YP. I.3'x].I]5'x 0.033'Chumel ' NOTES: LL-f 1 ® , I.)All loon&windows era to be IrWegd pv Ihn mevuf Warta epedfiuriom. 1LE`�/ 2I her the mmraaan mpon Nity Wenawing nmauN dcgoary ofell alning mmponwa. , GENERAL NOTES:SERIES 5420 NON4MPACT'RESISTANT,VINYL FIXED WINDOW-" i 1)THIS PRODUCT HAS BEEN�DESIGNED&TESTED TO COMPLY.WITH-THE REQUIREMENTS OF THE FLORIDA BUILDINGCODE. 2)ALL WOOD BUCKS LESS THAN 1 112`THICK ARE TO BE (v CONSIDERED 1X.INSTALLATION8 1K WOOD BUCKS ARE OPTIONAL IF ONIT.IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 1.I THICK OR - MAX.BUCK WIDTH SEE TABLE 1 .MAX.BUCK WIDTH SEE TABLE 1 GREATER 1X AND 2X BUCKSCK (WHEN USED) LLSHA BE �� 2°MAX. P.SEE ` 15 MAX.O.C. 6'MAX. D,SEE -+I Imo— 4'MAX.O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE f I yr STRUCTURE.WOOD BU DESIGN ANQINSTALLATION IS , SHEET 3 SHEET4 _. .1 THE'RESPONSIBILITY OF.THEENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). � - '. 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYONO.WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT:INSTALLATION ANCHORS SHOULD — — — — — BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR A SEE C.SEE WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY / SHEET4 OTHERS AND IS BEYOND THE SCOPE OF THESE SHEET 3 INSTRUCTIONS. A C 4)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 16,NOT FLUSH.TO THE I SUBSTRATE.USE SHIMS CAPABLE F TRANSFERRING / MAX.BUCK MAX.BUCK APPLIED LOADS.WOOD BUCKS,BYOTHERS,MUST BE I HEIGHT;SEE L I HEIGHT,SEE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON TABLE 1 TABLE 1 THEM BY THE WINDOW. 15'MAX. O.C. 5)THE ANCHORAGEMETHODS SHOWN HAVE BEEN - 4'MAX. DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO O.C. THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS B I D •2°MAX PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR �1 THE EVALUATION.OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYP.EQUAL-LEG/BOX&FLANGE TYP.INTEGRAL FIN&J-CHANNEL SHALL MEET THE REQUIREMENTS OFTHE FLORIDA BUILDING FRAME(SHAPES SIMILAR) FRAME(SHAPES SIMILAR) CODE FOR CORROSION RESISTANCE. i '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. TABLET: Window Buck Size Design Pressure Certi ication Width Hei (+)psf (.)psf (CAR)Number 12 " ld 70.0 70.0 190-1017 50.0 50.0 190-1011 =VINYL-FIXED.-WINDOW FPA(NON-IMPACT)-:. 0._12/13114 GENERAL NOTES&ELEVATIONS om J ROSOWSKI (nytr,)(f iu �b 11. Y4 f CERT.OF AUTH.#29288 � '� '•••• •• 1070 TECHNOLOGY DRIVE � &g •'.�';clC�t'IAL� ' , N.VENICE,FL 34275 v �M I 1 R, y� i C — o A.LYNNMILLER,P. . N (941}480-1600 PW-5420 NTS 1 OF 4 o Z FPA-5420.0 a z° p.Eff 56705 j 0AB1E,2jANSC0HORSINPS.TANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN hor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min. Distance Embedment Distance Embedment S P.T.Scuthem Pine(SG=0.55) 7/16" 7' .8. 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 9/16" 2-7116" 8 S.S. Steel,A36 3/8" 0.050'. Max..DP.of 50.0 S.S.) St Gr.33 3/" '0.0346°_ 2-1/2"x.131"'Ring-shank Nail P.T.Southern Pine(SGk55) 9/16" 2-7/16" of 5 rinm 803 3/8" 0 1 '.' 2-112"x.145":Roofing Nail P.T.Southern Pine(SO=.55) 9/16' 2<7/16" P.T.Southern Pine(SG 0:65) 9/18"MS P.T SouthemPme(SG=.55) 31A" 1.3/B" Steel A38 3/9' 0.050' #10SMS$S,S. Aluminum,6063TS3/B 0.050" Steel Stud A653 Gc•33 3/8 0 0340"(20 Ga.) (steel,1"S.S..S.) or 410 S,S. Steel Stud,Gr.33 318" 0.0346'(20 Ga.) Aluminum 8063 T5' 3/6 0.0713" 14 Ga. ) Steel,A36 3!6" 0:050^ 3118"Ultracon P.T.Southern Plne'IS 70 55) 7/16" I-Ve- (steel) Concrete(min.285'ksi) 1" 1-/8" FOS.S.) 0 Un routed CMU,(ASTM C-90 2-1/2" 1-1/4" ANCHOR NOTES: P.T.SOuthem Pine(SG=0:55) 1" 13/8" --►{ 7/8"NOM. i+ �•I 7/8"NOW. Concrete(min.2.85.ksl)- _ V 1.yQ" 1)"UNGROUTED CMU"VALUES MAY Ungmuted CMU, ASTM'C•90 2-1/2" 1-1/4" BE USED FOR GROUTED CMU ( ) APPLICATIONS. 5116"A/A PVB 5/16"A/A PVB Concrete(min 2.85 ksq 2-1/2" 1314': P.T.Southern Pine SG 0:65),' i" 13/8" 2)PANHEAD,FLATHEAD OR ( 7/16"AIR SPACE 3/8"AIR SPACE j Concrete(min.3;35 ksl) 1" HEXHEAD ARE ACCEPTABLE. Un uteri CMU;(AS1M C 9D 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT 1/B"ANNEALED OR 3/16"ANNEALED OR Concrete.min.3.35'ksl 2-1/2" 1.3/4" A MIN.OF THREADS EXTEND TEMPERED GLASS TEMPERED GLASS BEYOND THE METAL SUBSTRATE. 1/4"Apgre-Gator Concrete min.3:275.ksi) 1-172" 1�/8" . DURASEAL, DURASEAL, P.T.Southem Pine(SG=.0.55) 1" 1�18 j SUPERSPACER SUPERSPACER (18 8 S.S.) Un muted CMU, ASTM C-90 Z. 1-1/4" -OR CARDINAL OR CARDINAL XL EDGE XL EDGE i I —�i 7/8'NOM. —►{ 7/8"NOM. �-+• 1•NOM. ►{ 1/8"ANNEALED OR 3/1 "ANNEALED OR 1/4"ANNEALED OR EXTERIOR41,2 NOM.GLASS TEMPERED GLASS T MPERED GLASS TEMPERED GLASS aE TYP. 5/8"AIR SPACE 1/2')AIR SPACE 1/2"AIR SPACE -7700 OR DOW-791 SILICON 1/8"ANNEALED OR /16"ANNEALED OR 1/4"ANNEALED OR aTEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER i OR CARDINAL :QR CARDINAL OR CARDINAL XL EDGE XL EDGE XLEDGE j O GLAZING TYPES TYP. GLAZING DETAIL PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) �`.L'.`O• ^•'� ' '' - � YLFIXED WINDOW fPA`(NON-IMPACT)` 0 12/13/14 VISIBLE LIGHT FORMULAS �—� - " GLASS/ANCHORS OPTIONS om J ROSOWSKI WIDTH:BUCK WIDTH-4-5116" o o , -� /•'Is 'fie'; HEIGHT:BUCK HEIGHT-4-5/16" _ _ !j ;;;,T_CQD r•n12.C; VISIBLE LIGHT WIDTH OR HEIGHT CERT.OF AUTH,#29296 ' (ALSO REFERRED TO AS DAYLIGHT N N v '• >>! �= OPENING)IS MEASURED FROM 1070 TECHNOLOGY DRIVE a z-6 BEADING TO BEADING. N.VENICE,FL 34275 N " - A.LYNN MILLER,P.E. (941)-480-1600 PW-5420 NTS 20F4z FPA-5420.0 �z P.E.g58705 EDGE DISTANCE ----� B T SHOWN r INSTALLED EMBEDMENT EMBEDMENT I THROUGHIX EMBEDMENT BUCKST.RIP 7 FLANGE _ ... EDGE FRAME _ SHOWN EDGE ' - �� DISTANCE SHOWN -� INSTALLED DISTANCE THROUGHIX BUCKSTRIP �Q I"THICK I.G. 7/8'THICK I U. 7/8"THICK I . FLANGE I I EXTERIOR FRAME n EQUAL- SHOWN v LEG/BOX - BUCK WIDTH -I FRAME i SHOWN HORIZONTAL SECTION A-A BUCK HEIGHT SHOWN INSTALLATION NOTES: I INSTALLED 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. DIRECTLY METAL -- 2).SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. , SUBSTRATE 3)MAX.SHIM THICKNESS TO BE 1/4 i 1"THICK I.G. 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN — REQUIREMENTS. - - _ —- -----_ - - - ----- - - — - -""�- - .-5)FIN ANDfOR FLANGE.MAY BE REMOVED TO CREATE OTHER FRAME TYPES. I EXTERIOR _ - FLANGE FRAME EXTER 0' SHOWN I SHOWN EQUAL INSTALLED I LEGIBOX DIRECTLY TO _........�.-v.-`_ ....t FRAME ..._ SUBSTRATE .. ,-. ``, /� •' I . SHOWN _;` :t 1 1>F - - -- U VINYL7FIXED-WINDOW°FPA(NON:IMPACT 12/13/14 ` Y /.. .: .�. .. EMBEDMENT ' .;r ..... I $ .. r. o FLANGE&EQUAL-LEG/BOX FRAMES m J ROSOWSKI =;; � ./� J/ - EDGE DISTANCE ¢` > "`�•• yl_ CERT.OF AUTH.a2929B ti nQ '•�,jfn;,,I��1`�;,` VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 v u A.LYNN MILLER,P.E. (941)-480-1600 N PW-5420 NTS h 3OF4 oz° FPA-5420.0 �z° P.E.asa7as � c®� i SHOWN INSTALLED THROUGH THE EMBEDMENT --�{ SHOWN SHOWN EDGE DISTANCE[EMBE INTEGRAL FIN INSTALLED INSTALLED EMBEDMENT THROUGH ARN 1 THEFRAME J—_.J-CHANNEL - EDGEDISTANCE EDGE SHOWNFRAMEJ' DISTANCEMENT 1"THICK LG n EGRAL J•CHANNEL --� ---- FIN IIIJJJ FRAME �p� -7/B'THICK I.O. RAME SHOWN EXTERIOR SHOWN _ 7/8'THICK I.G. V JBUCK WIDTH HORIZONTAL SECTION C-C I I INSTALLATION NOTES: BUCK HEIGHT 1)SEE SHEET 1 FOR SPACING I REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. i 3)MAX.SHIM THICKNESS TO BE 1/4". 4)GLASS i I VE PURPOSES ONLYAND MAY DIFFN IS FOR ER TO MEET DESIGN REQUIREMENTS. __- 5)FIN AND/OR FLANGE MAY BE REMOVED TO I 1'THICK I.G. CREATE OTHER FRAME TYPES. , I INTEGRAL - INTEGRAL FIN --- FIN (] '--- FRAME ❑ FRAME 0 O L SHOWN EXTERIOR SHOWN EXTERIOR ' EXTERIOR i SHOWN INSTALLATION THROUGH INSTALLATION THROUGH THE INSTALLED THE INTO METAL INTEGRAL FIN,INTO METAL . THROUGH .. ...-. .. .. .. .. .. THEFRAME \��`•�`.t_t ! •��:. FRAME ` ---- - -- - VINYLFIXED WINDOW FPA(NON:IMPACT)---.,12/13114 SHOWN EMBEDMENT �6 J-CHANNEL&INTEGRAL FIN FRAMES�t J ROSOWSKI UlTr C. EDGE DISTANCE�- CERT.OF AUTH.#29296 Co `�^ '' "/„1"'•' !"�'�„ I VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE >" /^'nl;,;. — - ----ION D-D N.VENICE,F134275 ° �� 't "-o (941)-480-1600 PW-5420 NTS 4 OF 4 o z FPA-5420.0 r i A.LYNN MIILER,P.E. v`i REA 511705