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Product Approvals, doors
SGD 5470 NOARDF 11/1612019 4 MIAM1� lAt3E MAKI[��nE xcaac r Ctai�t[ Ol; >ut7'ttttl 11$05 SW 26 Stmt"RIDO n 208 4 DEPA�;J Y47("�;1�"1�O It�,GULA�"9OR.Y AND F �f3, t3t'� IC RE WII;S(Rr;R): �i,Fi�ircz �����X74 Do..)tll�f ?"16 COD AI911 INIS"TR:�I°l IO."4 AIVISloN. T(796)315-25,0 (78 1 .15.2x 9 JL i PTAH (Ncwtacr niiamtdad . nw/e nan►v .,.�.__......�. ..... TGT diistri s,SAG.:. 1471}Technologyf)rive, N)�h'Venice,M 342 75. 'This NOA.is iietng tssued:under:the:applicable reales and regulations governhig,the use of aastraac€iera'raaa#ei als°_phe documentation su6itt d has been rev icwed.arad accepted by Miang3-Dade County RER Product.€.;+�ratrc�d Seetiota En ,be used itaMhuni Fade:CoLanty and€tither e - -here aallowed by the Autfiarity`I1vin .Jnsns ictiofi()UJJ), Tliis.NOA dull not be valid alter the expiration date sorted belmV.'rho Mi i- adc Caun !?radiad catatacl` cetir (Tis Miaani Dade County) and/or the Ali] tiff ams other ih n�rliaaii 'Didle_C°ounty) reseNu the rig t to�1101s , this product or inaterital tested for quality assuraatce purff'Ses.If this prodeict or material fails.to perffir to in:the:looeepted manner,.then manufacturer mill incur. thievxpettse of such Wisting and the AW May lir mcdiataly revokeaaaodify, or ;Suspend`the use cif :uch'pr�nuct. Or material. ��thin'Their juristfiic�tion,, I21�� reser=es the right torevoke this fleceptance,if its is dote-M.,aned-by l kiwi.wade..County Prodnct Contr t Section that this;product or,material.Tails tu< meet file requiremen o,tlrc applicablebuilding code. This prbdllctis appplo e64:as desc€ibed herein,and has-bcen.d€signed to comply with the Floridw.BUildingCode, includ ntg theiligh Wlc ty uericaate.�bne.- DESCRIPTION.-Series 11;5419"ViaSl rting.Gla#ss:Ilu+ai ( infoed)- ,T. 'f' t 3 AI;.I CCTit�Wjr-.Draw' oS C D-5470,fitl `-Vinivl; ladin lass.I�eaur NC,A(Ni)„��hcea: 1. through 12l of 1, .prcl arud by inaiaauf p arer,dated 19ft1 /l , tritlt Revi itan A dated 04051:17,_si�rnW and scaled by Anthony L Miller,T'EVboarin :the.1Wtt'arni-Dide Corita€y Product Cartrol Revision stiantRwith the Notice,of Acceptance number and expiration date.by the,:Nliarc a=Dade County prb6c€' ntrol Sec2jon... MISSILE IWACII”RA' ING:None Approved flurriean,e Protection devices,complying wl)BC1 AS pplicable are requia' :, L"EtI -i Each ubac.shall.bezu-,,at.perimnerat label rvifla tlae artufacttar�s tiaantr:tar lt�go,i ity,state.ttnseries alai/ killowing stactemont•.'°/Mian/-Dade Count),Product Control Appro ed",rkq, 3lic,rvire, m IWA,L of t€t%s NOA.shall be eansidered afWr a ret oval.application has been Tiled and there has been.ito change in.tlte applable building code negatively affecting the perfc�aaance Czfthis prclaaot. TERMINATION of this NOA.will occur ur nor the expiration date or i:€`there has been a revision or ehunge=in the, x iaterial.s use,andlof n arnifhoture of the product or process.Misuse of this N A as an endorsement of any pmdatet, f dr sales..*4 't'' nr'-;my eefltt r purposes shall aut`darin#.'caally teraaairtale dais lVOr1,Failure: comply Nvitla any s ctiairi f€lais I CIA-shnlj:[tie cause'fortermi:nation an .removal caf�li�ClA, I AI)VERTISErVI NT.The NCA number preceded by the words Miarni Wde:County,Florida,andfollowed by the pit tion datb may be.divla yed iia adveWWng literature. If any portion of the OA is displayed, their it shall be d rye in its catirety. NSPECTIO :A copy,ofthis entire NO.A.shallhe ptovided to the user by the:inauufacwfes or its di.wibutors and, shall kill a va lable:fhr nr #ection at the Job she at the request of the Building Official. T'tats NOAreybes NO '915-.12 11°!12 and consists of this page%sand evidence.pages F,1&:& ,aas well as approval document rric €fined am'e; The subaars'tted doo miteutution vAi.s reviewed by Jorge At.Plasencia,P.E. NOA Via%I -0420.p7 Ml1tM@ ?As l tit�N7Y Expiration Utetr.'April21#2011 ai c Approval Date. 5epteanlxr.2tj 2017 page l I I https://copymaill.staplesamsrti.com:11000/owa/WebReadyView.aspx?t=att&id=RgAAAADHznWgL9tbTK02g6jl mUXWBwAkc43fOKtTSg6FyuvlwWnE... 111 11/1812019 SGD 5470 NOARDF PGT had tri s.Xac DjOTICE OF ACCEPT CE:EVIDENCE SUMVIrl'TED A. DRAGS 1. nufactut&s dic�dmwings at.id see io.tis.: (Strbarritted-tihd -Na.47No-,11 1107 Q) 2. C r6m4g iso.$Gi D-5410,.tifk "Vinyl S"iiding 09ass_Door NON(M. sheets I through.21 of 21,,prepareel by,manu c t°tar;elated 10/05115,Nv tb Revisio A d;�t it� t't1�f1?;si �d�n�3. scaled by Anthony L,Miller,-D E. R TESTS I.. Test re d.o ,1)Air Inf ltratiqu Test,per MQ.TAS. 202-94 2)Uniform Static Air Pressure Test]per F1BC,TAS 2012-911. 3:)VlaterResist=ce Test..per MC,TAS 2'02`-94. 4)I;"cat�cw I tri Test=Per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared.by Fenestration,Teslin Lab,. ic:,Test Report No. FTL 6637.(saiitples A-1 tltra::A-5).4ated 1:1/19/10, °i neo:-and seed by Jorge A. Causo,P.E. (Submitted rcltder NOA No. 11-0107.09) Additidr l.iest rcPort Ne.F T 6638(s�rrtples A-1 tlrrri�4.-22)per'1'AS 201:/2t13-94, ssnedl by Fenestration Testing Lail,Inc.,dater! 11/19/10 signWid sealcd'b .idrge A. Cause,F E. (Snb ifier0 trnderNOA M).11-(1107.0 3. Additional test report lin.FTL 8717,:issue by Fenestrrt o..Testi ng L*;lcic.,dated 1,1EtI7/1 tevisedl dart.02115116 and 0,2/24/16,signed and sealed by TdajnTis,Qrttgay P.E, (Borba:rt ed rrfarl&NOANo. 15-1210.01) 4. Addifional'test ropolt No, 1 L 8546 issue by.F ncstrat ern.Testing Labjncll.dated 1.1106/I.fib. revised.an. l x 04/16 and 02/'1.1.116,sign i and sealed by.Ieldlzr is J to ,P. E. (Sallim tier{tatrder NOA Mo..15-1210 01) 5. Additional test report NO.F�'`1:.8547 rr4s edl by 1"enr7,;trali n Testing Iib,I re.§dated 12104115, revised on 92/15/15.;signed and sealed by Idahnis Ortega,.Pi R. ' (Subruitted under NOA No.15-1210.01) f, , dtlitidanal test re rt No. CL 35 8 issued_by Fenestratio Vesting,Lama Inc. dated 12f04/ISS revised.dont.01/04/16 and 02/1,1./16,.signed and sealed by ldalrais t�ticga,P, F. (Submifiert ander NOW No. 51210.01) T AdditioW tit re ort iota:FTL 8.549 issued by gene stratiun'I'esting Lab,Inc., dated 12/04/15`> revind.on.1 044/15 and()2/'11/.16,signed and sealed!by Idal.inis Ortega,P.E. (Submilted un,derNOA Me. ,1'5-1210101) , Additional test report No,FTL 8552.issued by pone.,r(mtlioI'estibg Lab,lixc.,dated 12/04/1�a revised€tn 02/15/16,signed arid.sealed by fdalmis Ortega,P.E. (Submitted an der 1 A IV& 15.12,70.(01) C. CALCULATIONS l.. Anchor verification calculations and structural analys sa complying with. 30,201 ,.pr'epareel by POT,dated :12149115 and.last revised on 02115/16,signed and:sear b" 1�ntlr�rrry I,:r'�ill�r,PIE. c7` t (Sub dderader l 10A.. ix. 15-121,0.02) F Jorge 1!i Piastncia,IPE, 11ro u t Control Unit Supervisor Expiratip Date: April 21,20121 Approval Date Seplonawr is.20117 https://copymaill.staplesamsrtl.com:11000/owa/WebReadyView.aspx?t=attBid=RgAAAADHznWgL9fbTK02g6jl mUXWBwAkc43fOKtTSg6FyuvlwWnE... 1/1 11/18/2019 SGD 5470 NOA.PDF NOTICE OF ACCEPTANCE:EVIDENCESTIMUTTED. Imo. CALCULATIONS (pontic oed). 2. Oat I1, Q�1A1.;ITTY A4 URMXCE I. lvffa i.Bade 1)e -ent o :egulatory and anomic Resot cs(RFS.), E.: MA,.T-ERIAL..CEItTIFICAT-.ION".5 1 Not ee.of Acceptance NO.Lii-01528.14 issued to Vision Extrusion l: nifted for.theit"".bite R ai PVC ExteHar, xt�ir ns fat" r doors and as&% II Not.i.cc dfA=ptance 1.4o,16-02 .0.9 issued to'Vigp *XMISIO ,Ijibitcd fQr their,"VE,E 1.600,; *I i.02 an If krst r« lad i! r- Iiit P% gal F # I r to i x for". 11.><dows ached )DOW,.dated.12108/16,o irf n 12/29)2 1. I Notice of"Acceptance No 15-652,8.15 28.I5 js ed to Vision Effusion Limited for tta r"Brown Coated.(PaInte or Laminated)White Rigid PVC EXtedur Vitruslons f€ir Windows an.r1 Door d4led 4. Notice of Acceptance 4 16-07M'01 02 issued tea I l SkOl ` kestr .t elution:SA,.Ine. thpir'4TAIN 3940..and biter hides(dun.=Wxiute.RI d JiIV— Crioa�>�Y�truiols fog Windows ni Doors"dg 119115/10;expiring+an 0 /04 .a 5.. No :ufAccepe X4 1&,071i.04 issued to EINERM Fenestration tilniaons f1� ;Inc... Stir 'I1 r d LighterShades f: pCo. tm I-I&IVC`Extetio r Extrusions for NYI.tidow.s'and I oat..*"datcd€ 115dl ,,dxpi .,0 /16120, C l t c f u..tlseiiesti i n c luirnns 11 Ale..fdr iheir'` r'h:t Pigid PVC ExterlorExtrusions far indo rs and Doors"dated e phmigon 0- 8/1 S. 7:. Tbsov :W*),1 -07 (A)�, 10-1 MOO 7, 3 753 (t ;per ATMIf 44,AY��'�ID ani AST— ID-635,issued by EXOVA to Vision Extrusion for cellulosic.composite Material. (Subinittedvider NQA No. 11-0107.#o 1. tate.nion.t leiter of uba-rulance-with IMC "s E ii.€ion(20.1:4) FBC*0 Ed on(2it1'7),,. ssued by manufaeturer,dated 08114/1.7,:41ed s eri h .1 Miler,PE, 2. Suf 'letter of nolinancial i tet Vit,dated 04/1,811-7,1M� ed bymanuf cturer signed sealed by.L n Miller,P.E. 3. Letter r of labcompliancepart of the above ve test reppris. G. OTHER I. Notice of Acceptance No.1 42.1002' issued to.POT Tnduqries,.for dic sed tes 4`5471111 Vim., 151iffing Glass DoortRei0orced)–NIX1,droved on 03/0316 and.expiring bit 04,12 V27 Jorge K Pine"Cia,PIX. Pr4lduct Conirot unit S4.ar**vhor. PGOA No..17-0420.07 xgti adon atc; April 211,X21 96 W. https://copymaill.staplesamsrtl.com:11000/owa/WebReadyView.aspx?t=att&id=RgAAAADHznWgL9fbTK02g6jl mUXWBwAkc43foKtTSg6Fyuvi�WnE... 1/1 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING INCLUDING POCKETS &900/1350 CORNERS Group Anchor substrate FromoMember Min.EdgeM-bod NOT RATED FOR MISSILE Distance Embedment IMPACT RESISTANCE GENERAL NOTES: p.. oNtwm Pr.— a I e(sa•oss Pfiook ens^ DESIGN PRESSURE RATINGGLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. /012,steel SMS(GS)or Aluminum,sos3 T5 Hoed/SIIVJamb ale 2)DESIGN PRESSURES: 410 S.S.SMS (0.125•min thickness) Patook S s SEE TABLES 1,2&Bi,B2 A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM 111300. (min.11 threadsM) steal,n.A36 Fiead1511VJsmb 3 e ON SHEETB.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. Steelsdar ,A953 Gr.thicknes3• Had/S9VJemb ale• Ga.C,DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .071•min.thickness P hook 3/B• Ga.3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 114"Elco Unr000n P.T.Southam PlnoMWad/8111UJamb 1•INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS sG-o.ss 1•SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FBC. 11q"Eleo 410 8.8.CreleFtox P.T.Bout emPlrre amb 1 (FBC). G•0.55 1' 1316•4 SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,ASAPPLICABLE, P.T.Southern Pines mbB q12,ateoi vAod aorow(GS)6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. sG"0.ss v°•6)REFERENCES(NOA'S);ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,ENERGI FENESTRATION Concrete 1• I-Va• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NCA,VE 1000 TAN 202 AND LIGHTER SHADES 1/4 EteoUameen •2e5 ke m6 1311s to s• ngrouted CM 1' 1• 4' (NON-WHFFE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM C-80 Pdwok 1 1-114• REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8662,8717,8908&8970;EX0VA-10-002-792(A)&10-006-10231; Ungroutod c mb 4 1•/4• CAMBRIDGE 535753-09; 114'Etee 410 S.S.CrefeFiax ASTM c•s0 P•Iwek 13/3• 1.1/4' GENERAL NOTES.............1 .3/4• EXAMPLE CONFIGS..........2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE C Min.3.35 kat Piroek t Concrete ttsad/SIIVJamb 1.3116° 1 1314 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Ccncmto rleed/s6uJemb 1.111 testa• INSTALL DETAILS..............3.6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FORmin.Z22 kenPfioak 1-112 1 wa• DP/ANCHOR TABLES.......,7-8 1/4"Ek•1&86,8. Ungroutod CMU, -Jamb 2" 1.1/4" EXAMPLE............................9 - PLASTICS,-(COMPONENTREQUIREMENTS). AgglaOetor (ASTM C-90) Phaok 2 1.1/4 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. P.T.SouthernPine Head/SIIVJamb 1• 7318• GLAZING DETAILS............10 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. sG-0.65) 1• "8• ANCHOR LOCATIONS.......11-16 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES, concrete ad/SIIVJamb 2.1/2• 1.3/8• PANEL TYPES...................17 1/4'Elco U9racon min.2.e6 kat P-hook 2.112• 1318• EXTRUSIONS.....................18 ANCHOR NOTES: uagroutod cn1u, 1.1/4 ACCESSORIES..................19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D asTM eteo jM+ 1•tla Concrete 1x14• SCREEN DETAILS.............20 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE min.3.35 kei 13/e PARTS LIST........................21 REQUIREMENTS. 1141 Elco 470 S.S.L1oteFlax Ungroutod CMU, 1.1/4 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ASTM C00 P4wek 2•trz 1-1/4' PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as compsyIng with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" NBuild OA-THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA nes Codo NOA-No. 17-0420.07 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE Expiration Date 04/21/2021 REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED mtam-oa educt Control BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Mffiedel Min.Fy Min.Fu LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw kei 92 ksi 120 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES/STANDARDS USED: 410 Screw 90 kel 110 kel OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-Gator® 57 ksi 96 kat •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco UltraCona 155 ksl 177 kei INSTRUCTIONS: •ASTM 1113013-OD 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 410$S Elea CreteFlexM 127.4 kel 169.7 ksl THE SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, ALUMINUM DESIGN MANUAL,ADM•2016 13063 T5 Aluminum 16 ksl 22 kei `\+111 t`(LYN414f-%�� DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. Alsl st0o-12 A"steel 36 ksl 68 kat ��SON•,,,,•„•Rl� •AISC 360.10 Or.33 Steel Stud 33 kat 45 ksl `� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE t1cENsp'•�! NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED No88706 WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA(NI) .10/05/15 = 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM GENERAL NOTES 1101 J ROSOWSKI -� ccpp q EDGE DISTANCE. ® �70p ST l ( j 4)FROM THE DESIGN PRESSURE TABLES(TABLES 10112),VERIFY THAT THE OPENING'S REQUIREDco ma0nrozet7 Portaousm es,we. UPDATED TO FBC 2017,VINYL MFG. 04/06/17 •,�tDRID!.• DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN, auw6HrsnEssRvm i,S G�� 6)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. 1 N.VENICE,PL070 034276 GY R �� ���`,ZONAL10'P 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 SGD-5470 NTSJ11 1 OF 21 p X0.5470.0 i A A LYNN MILLER'E'P.Ei258705 r j MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1�2 PER TABLES 1&2 , PER TABLES 1&2 ' --I MAX..UNIT / e I� MAX.UNIT / ' / s I� MAX..UNI I� MAX.UNIT3 �3 HEIGHT / I' HEIGHT / / e I' HEIGHT s 1 e I" HEIGHT PER TABLES 1&2 / I PER TABLES 1&2 / / I PER TABLES 1&2 / / / I x PER k PocxEr I J Poc�r I �I TABLES 11 &2 I f I Pocxbr J -i _ice J 1 J 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH — MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH I NOM.PANEL WIDTHE I PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 �— �— I I Nr— MAX.UNIT s 5 s s HEIGHT /_s / NoTE- -- -- ---MAX.-UNIT s / I MAX.UNIT / e I� PER / / HEIGHT / I HEIGHT / I TABLES 1&2 / / 2 nas PER TABLES 1&2 / / / / / / snE� / / / / I PER TABLES 1&2 1 I 1 0 J� / / / / / Poor I J J CORNER,TYP. 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CUTSIOECORNERSHDVKINSIDECDRNERSIMIWi PRODUCT REVISED MAX.UNIT WIDTHMAX.UNIT WIDTH as complying with the Florida NOM,PANEL WIDTH NOM.PANEL WIDTH NOA-No.Code 17.0420.07 PER TABLES 1&2 PER TABLES 1&2 T Expiration Date 04/21/2021 S I a By MAX.UNIT a s a Itl MAX.UNITHEIa a s s a D u I� MIam6Da Productl Control HEIGHT PER TABLES 1&2 / / / / / /3 I° PER TABL S 1&2 /s //1' / /' /s /s ig PoDNEf I / / /// ,/ ,/ ,/ PDD-� 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" 1 ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+15/16" Mit i t t i i ii ll��r LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXP.OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT•11-1/16" �����oN!!...... POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2.1/2" �� �•' �105NSF ! 2)90"&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 1, VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 EXAMPLE CONFIGURATIONS m J ROSOWSKI 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION, DETAIL LETTER CC"RIGMrO 2017 PGTINDusTRIES,ING. NO CHANGES THIS SHEET. 04/05/17 fiE4 `T U� 4 FOR NOM.PANEL WIDTH,SEE TABLES 1&2, ALLRicNTs RESERVED iit��j1 '•.�ORIDP„•'iP" k 1070 TECHNOLOGY DR � ���S/ G�� N.VENICE,FL 34275 ��i�� 1111110%��� 5)MAX,ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' L--SHEET NUMBER (941)-480-1600 SGD5470 NTS 111 2 OF 21 MD-5470.0 q A.LYNN MILLER P.E. CERT CF Al7rH.R292BS REN 0709 t DETAIL Al DETAIL 131 METAL TYP.,SEE ANCHOR THRU IX WOOD ASTRAGAL DETAIL Cl DETAIL D1 NOTE 4,SHEET 1;MIN.OF INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT - ---------- - FRAME WIDTH • 114"MAX. REQUIRED IF DOOR 21 TYP.ANCHOR TYPE, HEIGHT 19 OVER 88" 91 19 I EMBEDMENT AND o 9a MAx ze°o.c. I EDGE DISTANCE PER EDGE SUBSTRATE,SEE +' 71 q o o DISTANCE TABLE A,SHEET 1& - 4 50 DAYLIGHT 10 INTERIOR NOTE 3,BELOW OPENING _ __ z�D 26 z5 8 WIDTH 33 d q o c P a �� 8 EMBEDMENT ---� °- 31 -•: \ d d d I d X1 4 IX EDGE �' DISTANCE/>�. "'• 0 25 O 29 I 02 (9.6.O.0 SEE SHEET S 10 EDGE EXTERIOR o DISTANCE SEE NOTE 8, 94 I I 26 28 27 0 29 THIS SHEET 1/4SEE NOTE 6, "MAX. --►-I 1X OR 2X WOOD THIS SHEET I I SEE NOTE 6, 8 / BUCKSTRIP,SEE THIS SHEET EMBEDMENT SEE NOTE S,THIS SHEET 29 ---ANCHOR-/- / NOTE 3,SHEET 1 L__-___J�� #8 X 3/4"SMS REINFORCEMENT SCREW;7 7Yp•ANCHOR TYPE, PLATE AT / ` 03 PER STILE,LOCATED AT CENTERLINE AND 6, EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN) ` 9"&12"FROM ENDS(FACTORY INSTALLED), ANCHOR EDGE DISTANCE PER SUBSTRATE,SEE LOCATION \ DETAIL C2 DETAIL D2 `��� DETAIL B2 TABLE A,SHEET 1& INTO MASONRY ` ASTRAGAL D-ET—AI L A2 INTERLOCK �� FADING INr. NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INro zx wooD REQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR 19 DAYLIGHT 2191 HEIGHTISOVER96' 114„MAX NOTE 3,SHEET 1 0 OPENING — z20 INTERIO PRODUCT REVISED WIDTH I�j,� EDGE as complying with the Florida P 7 1 DISTANCE I I NOMNg.Building code 17-0420.07 TYP.ANCHOR TYPE, 1 J SEE NOTE 6,THIS SHEET Lr EMBEDMENT AND 28 Ra 29 R 26 I I Expiration Date 04/21/2021 EDGE DISTANCE PER s3 z3 6 TYP.ANCHOR TYPE, I I By SUBSTRATE,SEE d EMBEDMENT AND p q Miam-Da roduct Control TABLE A,SHEET 1& t EDGE DISTANCE NOTE 3,BELOW I PER SUBSTRATE, ” SEE TABLE A,SHEET d EDGE 93 4)THRU KEEPER 8 MAX d •"@111�141@� 1&NOTE 3,BELOW I EXTERIOR DISTANCE _ 3.5"O.C.,SEE SHEET 19 ` L b ____J 1/4"MAX PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR NOTES ANCHORS,SEE EXTERIOR DIRECTION. % �p1Y LYNN 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. �`��� '��cENSF �!!_ 2)REFER TO ANCHOR NOTES,SHEET 1. FORALL LOCKSTILES, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS.FIXED J No.58705 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND O 28 VINYL SLIDING GLASS POOR NOA(NI) 10/05/15 _ 4)CONTINUOUS ANCHOR PLATE,ITEM#6,IS REQUIRED AT ALL HORIZONTAL RAILS FRAME ANCHOR LOCATIONS. INSTALLATION,HORIZONTALX-SECT.1t JROSOWSKI 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-0N. FORCOPYRIGn� HT 02017 PGTINDLISTRIES.INC. NO CHANGES THIS SHEET, A 04/05/17 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS 27 yg ALL RIGHTS RESERVED i,�Ss�'••..•••'�G��� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 0 1070 TECHNOLOGY DR k THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 I7j�ii I i I 11111 i NP.E 7 SEE SHEET 20 FOR SCREEN DETAILS. s DA HD CERT 1O ABO-1p600 29299 A LYP.E#N , MILLER56705 111ISGD-5470111 NTS 3 OF 21 $ MD-5470.0 £ A P i P.ANCHOR TYPE, RY DEN MASONE1 ASND EDGE DISTANCE PER DMENT DEM A�IL�E2 INTO MASONRY a DE�TAI METAE4 DApE APPROVED MULLION,FBC tx BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYPANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY —FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL, CONCRETE/CMU EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE r EDGE1&NOTE 3 _ EDGE TABLE A,SHEET 1 REQUIREMENT ,THIS SHEET R. •° EMBED• DISTANCE DISTANCE EDGE DISTANCE MENT - EMBEDMENT ° „ v'? EMBEDMENT EMBEDMENT '. 114" 1/4"MAX. 5 1X OR 2X W D 1/4"MAX. s 114"MAX. s 1/4"MAX, e / 60 ANCHOR N TE3 Q s TYP.ANCHOR TYPE.EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3, SHEET 1 e EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 7 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET 33 NOTES e / FOR 1)DETAILS APPLY T0.2,3 ANDA TRACK CONFIGURATIONS. / O LDDRAGALS, ASTRAGALS, 2)REFER TO ANCHOR NOTES,SHEET 1. JI FIXEDDSDnLES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, DLO WIDTH=NOM.PANEL WIDTH-8-9/16" N �J L/ #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. _ HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1118" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE s, SILL RISER THISSHEET VARIES WITH EXACT DIMENSIONS. as com Iyln with the Florida Building Code REQUIRED NGA-No. 17-0420.07 EXTERIOR POSITIVE Expiration Data 04/21/2021 DESIGN PRESSURE, �0 .390-- 1 I+ BY 8 SEE SHEETS miami-Da roduct control EXTERIOR Al"O � OR 527&8. .390�i 1-a-- oR 25 }-�- 390 2.3� 2.947 114"MAX. 88 42 #42 SHOWN LI I41' 1.793 I 4.041 GROUT AS 9 #4345 ALSO APPLY .823 T 1 2,687 1 3.464 1 NEEDED,SEE t3 1.917 — LLL ANCHOR NOTE 60 n .060 .080— .060 5,SHEET 1 5 U D 272 Q U 2-112"--TOTAL .060—►-.— Oo 1/4"MAX, d e 8 SILL HEIGHTSILL RISER SILL RISER SILL RISER SILL RISER dQ[� A2(2-1/2"TOTAL as 3-1/2"TOTAL as(4-1110"TOTALTOTAL �pNY LYI,iN��,,�� r — SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBED- EMBEDMENT EDGE _ ' No.58705 MENT , ' , DISTANCE VINYL SLIDING GLASS DOOR NOA(NI) Iml10/05/15 EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. 1m` J ROSOWSKI (�tI ��� : ;DISTANCEKEMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® _ ��,p'•, O <[1� EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE %� ct GRIDA.•'' PER ANCHORMU PER SEE TABLE AR,TE, NOTE 3,SHEET 1 SEE TABLE AR,TE, 1070 TECHNOLORVED GY DR'Nc. NO CHANGES THIS SHEET. 04/05/17 �,�SS,;ONA� G`,>>� DETAIL F1 DETAIL F2 N.VENICE,FL 34275 REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, (gg1ICE,F1600 A LYNN MILLER,P.E. IN,MASONRY THIS SHEET INTO WOOD THIS SHEET SGD-5470 NTS 4 OF 21 § MD-5470.0 9z° A CERT.OF AUTH.A29298 P.E.#58705 r. i i z � O -- _I INTERIOR 71 19 2 AX INTERIOR 4 26 0 2B 69 08 @ M 3.6.O.C.R O 25 0 26 37 86 MAX 18.6'O.C. INTERIOR SEE SHEET19 1 36 19IE7 INTERIOR DETAIL H2 90, BB (4)THRU KEEPER @MAX �o EMM R � OUTSIDE CORNER 3.6'O.C.,SEE SHEET 19 d �❑ titb 40 89 0 ME 00 39 1 Q O❑ RIOR 26 OR 2d y� 04 MAX 18.6'O.C. C VJ ❑� EXT E RIOR z EXTERIOR 26 OR 26 v 735° O� -ID 90° 33 39 � DETAIL G1 � DETAIL H1 MAX 18.6'O.C.(sa - I ❑Q 135' • INSIDE CORNER D INSIDE9000RNER EXTERIOR I0 41 a (A)THRU KEEPER 69 EXTERIOR 98 @ MAX 3.6.0.0„ •(1, SEE SHEET 19 10 v I �R QQ PRODUCT REVISED as complying with the Florida Eluliding Code NOA-No. 17-0420.07 �OO 735° Q Expiration Date 04/21/2021 0 INTERIOR ey Mlam-Da Product Con rol 2 NOTES q 0 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. t k 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR OO 26 OP QUANTITIES,SEE TABLES 1&2. 33 38 e a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, LYry DEPENDING ON CONFIGURATION. MAX 18.6'O.C. t9 Ba T¢;' No.58705 (4)THRU KEEPER @MAx 98 ExTERIOR M VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 3.6.O.C.,SEE SHEET I9 J-0 DETAIL G2 CORNER ASTRAGAL HORIZ.X•SECT. JROSOWSKI 135' ® �'n '• �(/` OUTSIDE CORNER COPYRIGHH`TR201gRT1NDuussTms,INc. NO CHANGES THIS SHEET. 04/05/17 •.`•'G��c� 1070 TECHNOLOGY DR i till�``•`' N.VENICE,FL 34275 R (941)-480-1500 SGD-5470 NTS 50F 21 $� MD 5470.0 § A A.LYNN MILLER,P.E. CERT.OF AUTH. �+ " P.E.H 58705 I OPTIONAL NON- o DETAIL R DETAIL 12 1 INTO MASONRY INTO MASONRY STRUCTURAL j ANCHORSFOR i_ Q EDGE CONCRETE/CMU PER ANCHOR INTERIOR POCKET INTERIOR 21 TYP.ANCHOR TYPE,EMBEDMENT REQUIREMENT DISTANCE..••.�. JAMB �. 33 s1 2e zr AND EDGE DISTANCE PER € 1r1I SEE FIG,, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST I THIS SHEET 3° a SHEET 1&NOTE 3,BELOW '.''F.;•,, FIGURE 1,INTERLOCKS AT POCKETS: I INCLUDE ANON-STRUCTURAL, I� �o ' r•' FOR DOOR HEIGHTS 96"AND LESS: c� FRAME JAMB TO REDUCE THE ;, OPT. POSSIBILITY OF WATER 21 d ANCHOR a1 q INFILTRATION. 1/4"MAX. �• ' �' ,e EMBEDMENT . POCKET BY OTHERS,SEE r�. ti ? �� 1r oPr. ay.. s .� 17 OPT. NOTE 6 BELOW. Elob' OPT. WERI°R q FOR DOOR HEIGHTS OVER 96"„ 114"MAX. '• ANCHOR 10 w 21.9 CONCRETE/CMU SEE FIG 1,31 a q MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT' p(MRIOR L EDGE PER ANCHOR THIS SHEET AND EDGE DISTANCE PER fvl DISTANCE REQUIREMENT za zr SUBSTRATE,SEE TABLE A,SHEET 1 d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 e, 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A.SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO THE METAL SUBSTRATE EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED i DISTANCE FRAMING,SEE ANCHOR gulimnpcaa with the Florida EDGE NOTE3,SHEET1 DISTANCE OPT.ANCHOR NOA-No. 17-0420.07 DETAIL 13 OPT.ANCHOR Expiration Date 04/21/2021 INTO METAL EMBEDMENT I By 17 OPT. 4 (.,-n,,OPT. Miami-D Prodoet Control 11 EMBEDMENT DETAIL 14 1/4"MAX. 114 q o INTO WOOD EXTERIOR q o MAX. 10 SEE FIG 1, u SEE FID,, d THIS SHEET 31 a d THIS SHEET 30 S&R 27 EXTERIOR 22 n 21 91 V `N"N\1 I f"'' EXTERIOR POCKET EXTERIOR POCKET �NENSN,y� ?: �F i) TESDETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. I VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 ~'k i No.58705 2)REFER TO ANCHOR NOTES,SHEET 1. *= 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. P-HOOK EXAMPLES,HORIZ.X-SECT. f m' J ROSOWSKI 7o t 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. (V 5 INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. COMIeHTn201r POTINDUSIRIES,ING. NO CHANGES THIS SHEET.ALL 110iTS RESERVED 04/05/17 %��ST •,�ORIDA•,.•'g�`�� 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR �_r;�?NAL 1�NG`�� AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 60F 21 $ MD-5470.0 1901 A A.LYNN MILLER,P.E. CERT.OFAUTH.#282Ba o P.E#58705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 BO" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 cr#216 6&15/16"DLO Height 72-15116"DLO Height 84-15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock ReWbroement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C D A I B I C D A I B I C I D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +127.1/-127,f pef +120/-120 psf +102.9/-102.9 psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Head/8111 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 C3+1 C5+1 C3+1C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 6 5 5 5 6 5 5 5 6 5 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. 7. 7 7 7 7 P-Rook 7 7 7 8 8 8 8 Design Pressure +1583/-106.3psf +100.2/-1002psf +85.3/-86.8psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-118" HeadfSlll C6+1 1 C3+1 1 C3+1 C3+1 C5+1 C3+i C3+1 C3+1 05+1 C3+1 I C3+1 I C3+11 PERPENDICULAR TO THE GLASS. 30" DLO Width Jamb 5 5 6 5 5 5 6 5 5 5 6 5 r P-hook 7 7 7 7 7 7 7 7 8 8 1 8 8 Design Pressure +92.9/-92.9 psf +87.3/.-87.3psf +73.81-73.8. f mE 31418" Head/Sill C5+1 I C3+1 C3+1 C3+1 C5+1 I C3+1 I C3+1 I C3+1 C5+1 C3+1 I C3+1 C3+1 0. 38° DLO Width Jamb 5 5 8 5 5 5 6 5 5 5 6 5 —�q - - P-hook 7 7 7 7 7 7 7 7 8 8 8 8 E Design Pressure +78.41-78.4 pef +78.4/.76.4 psf +65.81-65.a psf 37-118" Head/Sill C5+2 C3+1 C3+1 C3+1 05+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+11C3+1 42' DLO TABLE Bi: Width Jamb 5 5 5 5 5 5 6 5 5 5 6 5 Water-Limited FIG 1: P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH Design Pressure +601-60 psf +601-60 psi +60/-60 psf Sill Nom.Sill Max.(t)DP 43.1/8" Head/SIII C3+2 C3+1 C3+1 C3+i C3+2 C3+t C3+1 C3+1 C5+2 C3+1 03+1 03+1 48" DLO fuser Height Allowed DOOR ASSEMBLIES Jamb 5 5 6 6 tt��7 5 5 5 a 6 INSTALLED WHERE THE Width Nana 1-11/18" SeeNote2 � P-hook 7 7 7 7 7 8 6 8 6 w OVERHANG(OH)LENGTH IS PRODUCT REVISED 42 24/2" +36.7 psf z EQUAL TO OR GREATER THAN 6u1ai glr:OdoWtth tho Florida 43 3-1/2" +60.0 psf p THE OVERHANG HEIGHT ISNoa-No. 1T-0420.07 D IN EXAMPLE ON SHEET 9 44 4-1/16" +80.0 psf EXEMPTED FROM WATER Expiration Date 04!21/2021 45 1 4-5/8" 1 +100.0 psf INFILTRATION RESISTANCE. Dy Nliarni-1350 Product Control DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DORPANEL HEIGHT=DOOR HEIGHT l2 1/2" NY LYNN TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = No.68705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 61 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE ja� J ROSOWSKI =7J 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® x �A RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. COPYRIGHT0201tr GTINDUST E.M. a NO CHANGES THIS SHEET. At 04/05/17 %, S'•.lORioP,,•'�2�` 3)SEE SILL RISER TYPES ON SHEET 4. ALL 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 VENICE,TECHNOLOGY DR t 5)REFER TO ANCHOR NOTES,SHEET 1. 34275 e)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941}480-1600 SGD-5470 NTS 7 OF 21 MD-5470.0 A A LYNN MILLER,P.E. CERT.eF AUTH.k29f66 P.F1!69705 o TABLE 2: - - - - - - Design Pressure(DP)and Anchor Quantities Required, (for all approved contlguratlons on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table far. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80" 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 68-15116"DLO Height 72-15116"DLO Height 84-15116"DLO Height 96-15/16"DLO Height 108-15118"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement#28 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B IC D A I B I C ID A B CI D A I B I C 1 D A I B C I D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +169.4/-169.4psf +160/-160 psf +137.f/-137.1 psf +120/-130 psi +1067/-115.6 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 191/8' Head/Sill C5+1 C5+1 C5+1 C3+1 C5+1 105+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1C5+1 C3+1 C5+1 05+1 C5+1 c,3+1. CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO PAN OF PANEL), Jamb 5 6 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 e 6 MIDS Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 a e a 9 9 9 9 10 ' 10 10 1 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +141.8/-141.8psf +133.6/-133.6 psf +113.8/-113.spsf +99.1/-107.4 psf. +87.8/-95.1 psf PERPENDICULAR TO THE GLASS. 25118" Head/Sill C5+2 C5+1 I C5+1 C3+1 C6+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 Width 30" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 8 6 6 8 8 P-hook 7 7 7 7 7 7 7 7 8 8 a 8 9 9 9 9 10 10 10 10 Design Pressure +123.9/-f23.9psf +116.4/-1f6.4ps1 +98.5/-98.5psf +85.3/,924psf +75.3/-81.6psf FIG 1: 36" ODLO 5+2 C5 SLO Head/S111 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C +1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 �LENGTH Width Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 6 L P-hook_ 7 7 7_ 8 8 8 8 9 _ Q_ 4 9_$+M601-65p-f _ -- - - -,-- - - 7-- 7_ _7 7-- 7 _ _ _ 10 + DOOR ASSEMBLIES ~S Design Pressure +104:5/-104.5psf +104.5/-104.5psf +87.8/-67.6psf +75.7/-82psfsf INSTALLED WHERE THE a 37-1/8" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1t C3+1 w OVERHANG(OH)LENGTH IS 0 42" DLO -lamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 66 = EQUAL TO OR GREATER THAN Width P-hook 7 7 7 7 7 7 7 7 8 a a 8 9 9 9 910 O EXEMPTEDTHE H FROM WATER ANG HEIGHT IS Z Design Pressure +60/-60 per +80/-80psf +80/-80psf +80/-65psff INFILTRATION RESISTANCE. 43-118" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 03+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb 5 5 6 5 5 6 6 5 5 5 7 5 6 6 7 6 6 6 8 6 Width PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 8 8 a 8 9 9 9 9 10 10 10 10 TABLE B2: as complying with the Florida Design Pressure +74.1/-74.1psf +74.f/-74.fpsf +63.8/•63.8 psf Water•LIMIted Building code 49-118" Head/Sill C5+2 C3+2 C3+2 C3+1 C5+2103+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 (+)Design Pressure NOA-No. 17-0420.07 54^ DLC Jamb 5 5 6 5 5 5 6 5 5 5 6 5 SIII Nom.SIII Max.(+)DP Explratien Date 04/21/2021 Width P-hook 7 7 7 7 7 7 7 7 8 1 8 8 8 Not available i n these sizesRiser Height Allowed By Mlaml- Product Control Design Pressure +60/-60 psf +60/-60 psf +601-60psf . None 1-11/16" See Note 2 551/8" Head/S111C3+2 C3+2 C3-2 C3+1 C5+2 1 C3+2 C3+2 C3+1 C5+2 C3+2 1(35+2 C3+1 42 2-1/2" +38,7 psf 80" DLO Jamb 5 5 5 5 5 5 6 5 5 5 6 6 Width 43 31/2" +60.0 psf P-hook 7 7 7 7 1 7 7 7 7 8 9 8 6 44 4-1/16" +80,0 psf 45 4-5/8" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9116" DLO LE Ei PAN HT DOOR HEIGHT-2112^ �.� pNY LYNN/ TABLE NOTES: No.58705 VINYL SLIDING GLASS DOOR NOA(NI) Iml 10/05/15 r ^ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 = ;v,a _ AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE ,tJ ROSOWSKI q 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIREDOR OVERHANG 15 PER FIG 1,A SILL ® %.�'•. s}a RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRIaRroxan PcrwousmlEs wo, NO CHANGES THIS SHEET. 04/05/17 ��i�iS ' /oRroP••' 3)SEE SILL RISER TYPES ON SHEET 4. AuaIOHTs RESERYEa 4 S NG�� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR � �rri��NAL IEii`v� 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5470 NTS 80F21 21 j x MD-5470.0 1$ A A LYNN MILLER,U. CERT.OFAUTH.019286 P.E.#69705 EXAMPLE: Q ----- - - 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-P)WX FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE r CENTERUNE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X B4"NOM.PANELS, 0INTERIOR POCKETS OFINTERLOCK OF INTERLOCK ANCHOR INFORMATION, •6° --CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OFPANEL 1 CENTERLz OFPANEL s PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.6 PSF POCKET BY OTHERS,SEE NOTE 6. SHEETS "+2"J "+2"ANCHORAGE, MAX. S. ANCHORAGE, "+2'ANCHORAGE, —� M/ , .6MAX SHEET 12 SHEET 12 SHEET 12 "C3"CLUSTER, °C3°CLUSTER, END ANCHORAGE EXTERIOR SHEET 12 SHEET 12 SEE POCKET JAMB (MIN.)ANCHOR) SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NONSTRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK D TO AID IN BE ADDEINFIELD AS NEEDED TO ALIGN HE HEAD OR SILL IF A ID, ALIGNMENT SPLICE OCCURS WITHIN A POCKET. SEE FIGURE BELOW FOR ADDITIONAL O SILL SPLICE INTERIOR CENTERLINE CENTERLINE ANCHOR INFORMATION. FIMERLOCK CENTERLINE SEE 6' CENTERLINE CENTERLINE I CENTERLINE MAX. OF PANEL 7 OFPANEL 2 OFPANEL 3 IND POCKET BY o o o _ _ - - -EXTERIOR- - - INTERIOR OTHERS,SEE -- -- - - ° ---I1NOTE.. - - -- 0 0 0 0 o a SHEETS +2' "+2°ANCHORAGE, 28.318"MAX, 6„ ANCHORAGE, SHEE711 °+2"ANCHORAGE, MAX, SHEET 11 •C9"CLUSTER, '03"CLUSTER, SHEET 11 12"MAX. 21.6' FRAME JAMB SHEET 11 SHEET I I END ANCHORAGE EXTERIOR MAXSEEPOCKETJAMB (MINANCHOR) REQUIREDO INSTALLATION ON SILL ANCHORAGE DETAILS 10, O.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48,2/-58,6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-N.. 17-0420.07 DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGNDISTANCE TO NEXT CLUSTER Expiration Date 4/21/2021 PRESSURE REQUIREMENTS. TO BE 26-3/6'O.C.OR LESS By FOR WOOD INSTALLATION USING ANY Head/SIR C3+2 Miam-Dad roduct Control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6" HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT —cENTERLINEOFENDPANEL OPT.ANCHOR 6'Mnx. THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN HEAD ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS �y ANCHORAGE ANCHORAGE THE INTERLOCK/AS7RAGAL. PER THE FIGURE ABOVE: �(;.•�IOENs., DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE Q; F '•.� MIDSPAN OF EACH PANEL. rr: No,68705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT, VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL 181 A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE 4 J ROSOWSKI LOCATIONS OF CROSS-SECTION DRAWINGS, %�.p'•, STA B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT02017 PGTINOusmEs,Nm z NO CHANGES THIS SHEET. 04/05/17 �"0 '..0. DA,,• C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES- BE FOUND O D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS- HEAD&SIILL:SHEET 4 1070 TECHNOLOGY DR E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS. (941)-480-1600 LYNN MILLER,P.E.. P-HOOK:SHEETB CETT,OP AUTH.020208 5GD-5470 NTS 90F21 a$ MD-5470.0 A A. p,E.l56765 F x SILICONE HOT-MELT BUM STRUCTURAL STRUCTURAL SILICONE 3/16"NOM. POLYISOBUTYLENE 114"NOM. FOAM WITH WITH DESICCANT DESICCANT 1-1118°NOM. EXT.GLASS EXT.GLABS 3116'T GLASS Te i 11118°AIR SPACE 7T 3H 6"T GLASS PAINTED/ INT.GLASS INT.GLASS OoR es LAMINATED 82 SURFACE KODISPACE SUPER 4 rXMRIOR PRODUCTIS Ts 4SG TPS 7e SPACER@NXT'"' GLAZED-FJ18263fipOR II 718°NOM. TOWARDS THE EXTERIOR. I O I B I I aITE INTERIOR PRODUCT IS°INTERIOR- GLAZED'IF#82.831S 70 TOWARDS THE INTERIOR. ALUMINUM 66 REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENEVINT.SGILASS 6/18"NOM. 5116'NOM. SEAL GLASS DETAIL BUTYL& ICONE SEAL DESICCANT ROLL-FORMED PRODUCT REVISED FOAM STAINLESS STEEL NOTES: as complying with the Florida Ballding Code EXT.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NDA-No. 17-0420.07 EXT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. Eipiration Dat 04/21/2021 ! 'T'=TEMPERED By Mia.-D a Product Control INT.GLASS DURASEAL© XL EDGET" TT SPACER Td SPACER i ...........� � NO.5B705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 GLAZING DETAILSJ ROSOWSKI —70 ; Vl ® ��T`•, STA 7�':'•tv�� COPYPJGHT020tT PCTINDusmrs,INc. NO CHANGES THIS SHEET. �� 04/05/17 •'F�DRtDP,.•'' `��� ALL RIGHTS RESERVED �i�S� Glc` 1070 TECHNOLOGY DR � ,;,/O/VALIEN��`` N.VENICE,FL 34275 (EVOPA 0TH.#2M8 SGD-5470 NTSIII 10OF21 14 MD-5470.0 4 A A.LVPNE�MILLER.RE. SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGALOR PANEL - -----INTERLOCK INTERLOCK--- PANEL_ CENTERLINE PANEL CENTERLINE 47 CENTERLINE 4n CENTERLINE 4„ CENTERLINE 4" EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'Or V 2-TRACK CLUSTER'CV ID 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+t'ANCHOR LOCATION "+2"ANCHOR LOCATIONS .+3"ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR INTERLOCKINTERLOCK - PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE 4° 0 0 0 0 EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR �J 3-TRACK CLUSTER'C3" 3-TRACK CLUSTER'C5' 3-TRACK INTERMEDIATE '01 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE - - ANCHOR LOCATIONS ANCHOR LOCATIONS _ '+1'ANCHOR LOCATION "+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4° 4" p v o o p 0 v EXTERIOR 3.22" EXT2fE-TRK)h 3.22" EXTERIOR EXTERIOR EXTERIOR 3,22° 15 4-TRACK CLUSTER v 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE `� 4 T `� RACK INTERMEDIATE 4-TRACK INTERMEDIATE "C3'ANCHOR LOCATIONS 'C5"ANCHOR LOCATIONS .+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS .+3•ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TOTHE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED- NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 1W2.375- 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.3716 2.375" FOR ALL SILLS: PRODUCTREVISEDII!IIIIIII�� Head/Sill 1 as coildmplying lyin with the Florida ``\\\;OpIY LYI`IN''',,� -- FIGURES PERTAIN TO Tiff FOLLOWING SILL P-hook 7 NOA-No. 17-0420.07 C1�`.`'•LICENS"' �((�i' Expiration Date 04/21/2021 y} No.66705 CS P R AI NTO THE FCATION3: ` VINYL SLIDING GLASS DOOR NOA(NI) 10105/15 Br Miami-Da product Control _= ANCHOR LOCATIONS A jm J ROSOWSKI 10,x•. COPYRIGHT02017 POTINDUSTRIES,INC. a NO CHANGES THIS SHEET. 04/05/17ALL RIGHTS RESERVED �''i��@/'��oRioA'.••G���,.\� 81KYS111 1 1070 TECHNOLOGY DR Jamb 5 N.VENICE,FL 34275 g P-hook 7 (941)-480.1600 SGD-5470 NTS11 OF 21 MD-5470.0 A A.LYNN MILLER,P.E CERT.OF AUTH.020298 PE-0 58705 I .. • •. • � Iii HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL DR PANEL INTERLOCK Q^ INTERLOCK Q" PANEL - CENTERLINE 4" PANEL CENTERLINE CENTERL9VE CENTERLINE CENTERLINE 4„ EXTERIOR 3,22" EXTERIOR 3,22" EXTERIOR EXTJJE��RIOR 3.22" EXTJE�RIOR 3.2" 15 2-TRACK CLUSTER'C3" 15 2-TRACK CLUSTER'C5' 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE fL 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+I'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3°ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4.75" CENTERLINE 4„ EXTERIOR —r•9 3.22" EXTERIOR 22" EXTERIOR EXT�IE�RIIOR EXTERIOR ATE 3-TRACKCLUSTER'C3' 3-TRACK CLUSTER'C5' +Ij'AANCHOCK INTERMEDIATE OCATON �/ +2•ANCHO>LOCA ONS �3-TRACK INTERMEDIATE 3TRACHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS "+3'_ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK 4" INTERLOCK—► 4•' CENTERLINE CENTERLINE CENTERLINE 4u CENTERLINE CENTERLINE EXRIOEXTERIOR " C1-71DR2EXERIOR EXTERIOR V4TRACKCLUSTER <v 4-TRACK CLUSTER 4-TRACK INTERMEDIATE ATE 4-TRACK '-TRACK INTERMEDIATE•r33• ANLOCATION 15 ANCHORLOCATIONS ANCHOR LOCATIONS 'C3'ANCHOR LOCATIONS "C5"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DI TRACK IS 2.37 ' DISTANCE IS 2.376° 2.375" 2)TRACK-TO•TRACK FOR ALL HEADS: DISTANCE IS 2.3715 52.376. FOR ALL HEADS: PRODUCT REVISED tttTtllllrrr,r - eaC11S111 1 as complying with the Florida ,',% Y Ly "i, complying . �, .......... FIDURE9 PERTAIN TO THEFO ow9m nFs0 P-hook 7 �tCEAJF -(l CLUSTER ANCHOR LOCATIONS: ji Jamb 5 NOA-No. 17-0420.07 � �.•' / Expiration Date 04/21/2021 •: Z VINYL SLIDING GLASS DOOR NOA(NI) 10/05/1558705 - Miaml-Da roduct Control ANCHOR LOCATIONS Bm` J ROSOWSKI y C� %�,p••. STA E f T.•'� � COPYRIGHT62077 POTINDUSTRIES,i= NO CHANGES THIS SHEET. 04/05/17 ',�Ssi•' �RIDA,.••GW: HeaNSlll C3 7 ALL RIGHTS RESERVED 1070 TECHNOLOGY DR �O/VALIEN���� Jamb 7 N.VENICE,FL 34275 P-hook 7 (941)480-1800 SGD-5470 NTS 120F21 i MD-5470.0 �$ A A.LYNN MILLER,P.E. CERT.OF AUTH.#2929E P,E.A 50705 [I I L t r 17 FIGURES P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW). 2.375" —��► uu ��r��— 4.75" �r 7.125" C� e 6" MAX. A EJ 21.6" 21.6" 21.6" HeedlS(II C3+1 MAX. MAX. MAX. Jamb 5 EXTERIORXTERIORXTERIOR P-hook 7 O.C. � O.C.oc � O.C.oc OPT.ANCHOR TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY 6" 6" 6" BE LOCATED IN ANY ADJACENT TRACK MAX. MAX. MAX• (SIMILAR TO THE 2-TRACK JAMB)AS �� REQUIRED TO MEET MIN.EDGE DISTANCE I 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR. NUMBER OF ANCHORS,THE MAJORITY MAY 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES PER END @ 1"X.500 (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1 X.500-' I SILL SILL ENHOLESS SILL EXTERIOR RIOR 6" (3)TRACK WEEP EVERY 24"@ 1.125"X.190;_f (6)TRACK WEEP HOLES _ (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190'; EVERY 24"@ 1.125"X.190"; \ TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24'@ 1.375"X.fi00" 24"@ 1,375"X.600- NOTES: .600"NOTES: OFANCHORS REQUIRED IEXACT THE P-HOOK. SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISEDi orida Build Code � NLIIN FIGURER LLWINOPOCKETJAMD NOA-No. 17-0420.07 UCENyF - WTdFOOOS:CLO i! � Expiration Data 04/21/2021 No.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 By _ Miami-Dad duct control --0 :a zz ANCHOR LOCATIONS C &I J ROSOWSKI STA O 17. COPYRIGHT02017 POT INDUSTRIES,INC. NO CHANGES THIS SHEET. @i 04/05/17 i��s& ........ALL RISKS REWRVEO ••G��� fioeml�Ill 6+1 1070TECHNOLOGYDR � �•is:D? .7 N.VENICE,FL 34276 (941)480-1600 SGD-5470 NTS 111 13 OF 21 MD-5470.0 T97AI 9A.LYNN MILLER,P.E.CERT.O .820290 P.EB 60706 ' 3 � I7 HEAD 90e CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAINTO THE FOLLOW"Ba'CORNER SILL ANCHOR LOCATIONS: Al e 4' 4° 4" 4.. q.. 4.. 4., q.. o , 1 HOGd/SIII 1 3.22" EXTERIOR 3.22°EXTERIOR JaMb 5 2--TRACK 90'CORNER 2-TRACK 90.CORNER —FI P-hook 7 'C4'ANCHOR LOCATIONS TWANCHOR LOCATIONS 2-TRACK 90-CORNER EXTERIOR 2-TRACK 00*CORNER EXTERIOR (USE WHERE"CT IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS r�""(( (USE WHERE-C3'IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) -\J 0 4" 4" PRODUCT REVISED 4" as complying with the Florida - Building Code NOA-No. 17.0420.07 Expiration Date 04/2112021 4!' 4" 4" 4" BY Mla -Do r du—u Cont of EXTERIOR 3.22" EXTERIOR 3.22" 3.22" 9-TRACK BD'CORNER 3-TRACK80•CORNER nn 3•TRACK 90'CORNER EXTERIOR 3-TRACK 90-CORNER EXTERIOR 'G1'ANCHOR LOCAT70NS 'CS'ANCHOR LOCATIONS V 'C4'ANCHORLOCATIONS �L, 'C6'ANCHOR LOCATIONS (USE WHERE'C3-IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) v (USE WHERE TW IS SPECIFIED) L4 4" 4" '1�1"'%,A&Y LY�VIV 6o 4.' 4.. z* .' No.68705 a° ;moIV o'aID �(j ql EXTERIOR ER 4-TRACK 90'CORNER 4-TRACK 3.22" EXTERIOR CORNER 4" 3.22" �'i S•'••...... G�� 'C4'Ml ANCHOR LOCATIONS 'C6'AN HOR LOCATIONS 'C-0•pNCHOR LOCATIONS E '� R 'CS°4-TRACK 90P CORNER TA CHOR LOCA ONS R K 90 !'O��I LIN --- (USE WHERE'CS•IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.EJ168706 FIGURES PERTAIN TO THE FOLLOWING BO'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: 0 VINYL SLIDING GLASS DOOR NOA(NI) JAI 10/05/15 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE Head/Wil ANCHOR LOCATIONS Dm* ROSOWSKI SIMILAR FOR OUTSIDE SHOWN AND INSIDE CORNER CONFIGURATIONS. 02.1 juT- J Jamb 6 3)TRACK-TO-TRACKCOPYRIGFffo2atT PGTINousrwEs.[NO. NO CHANGES THIS SHEET. 141104/05117 p hOOO ' DISTANCE IS 2.375" 2.375" 2.375° ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS I 14 OF 21 1 MD-5470.0 j� A CERT.OF AUTH.0232116 III • r� FIGUMESPERTAINTO SILL 135'CORNER CLUSTER ANCHORS LAYOUT: FOLLOWNG WCORN IIIE HEAD 135'CORNER CLUSTER ANCHORS LAYOUT: ANCHOR LOCATIONS: 6'LL 135* AA� o 4 4' 4" 4" " A4e OR rV t EXTERIOR Jamb 5 XTERIOR 3.2Z' E)(TERIOR EXTERIOR P-hook 7 2-TRACK135'CORNER 2-TRAOK 13V CORNER 2-TRACK 135'CORNER 15 2TRACKiWCORNER -CvANCHORLOCAIIONS CS"ANCHOR LOCATIONS 'C4ANCHOR LOCATIONS 'C0'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'18 SPECIFIED) AL (USE WHERE'C3'IS SPECIFIED) Arl. (USE WHERE'CS'IS SPECIFIED) A� 4' 4' 4" 4' W& PRODUCT REVISED 4" 4�' I'S COMM Ing with th.Flarldn 1 0.1141.1 "do NOA-Me. 17-0420.07 Expiration Data 04/21/2021 PEMERIOR 4" Expiration Emil— EXTERIOR By 3,22. 34MCK 135'CORNER3-TRACKM'CORNER TRACK 139 CORNER 3-TRACK 135•CORNER 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '04*ANCHOR LOCATIONS "C5'ANCHOR LOCATIONS (USE WHERECT 15 SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) (USE WHERE'W IS SPECIFIED) A� 4L 4' 44or' 4" 9 \ol Y Lyy'v s, Z� No.587 05 '..13 4'' 4r EXTERIOR EXTERIOR EXTERIOR EXTERIOR 3.22 EXTERIOR 4-TRACKIWCORNE 4-TRACK'1351CORN 4-TRACK 135*CORNER 4.7MCK13VCORNER -Oor ANCHOR LOCATIONS -CS'ANCHOR LOCATIONS 'C4"ANCHORLOCATIONS '06'ANCHOR LOCATIONS /till I%%%% (USE WHERE-Cr IS SPECIFIED) (USE WHERE-OV IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) A.LYNN MILLER, P`E- P.F_#58705 NOTES: FIGURES FERTAIN TO THE FOLLOWING 13V CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR NOA(NI) JA 10105116 4-0 4r ER KEADANCHURLOGATIGIM, 2)DETAILS DEPICT ANCHOR QUA.NTITYAND SPACING,AND WOULD BE TIONS E J ROSOWSKI 135, SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR.LOCA Head/Sill COPYR(Off*2017 P T INDUSTRIES,ING, NO CHANGES THIS SHEET. 149104/05117 Jamb 2.375" ALL RIGHTS RESERVED Head/Sill 5 3)TRACK-TO-TRACK P [ k _12-3 P-hook 7 DISTANCE IS 2.376' 1070 TECHNOLOGY DR FOR ALL HEADS AND S N.VENICE,FL 34275 SILLS: (941)4 91 CERT.Of A 80-1000 UTH.A26298 SGD-5470111 NTS III irs OF 21 Jill MD-5470. A 0 HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT A INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING — SPUCED SILL ANCHOR LOCATIONS: _ SPLICE _SPLICE SPLICE SPLICE LOCATION 4" LOCATION 4n LOCATION -- LOCATION --- - ' 4" 4" o 0 EXTERIOR 3.22" EXTERIOR —3,22" EXTERIOR EXTERIOR HeaLi/Slll 1 15 2-TRACKSPUCE `J 2-TRACKSPLICE ANCHORLDCAE ANCHOKSPCCE Jamb 5 °C4•ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS 'CA'ANCHOR IS SPECIFIED) 'CWANCHOR LOCATIONS P-hook 7 (USE WHERE'C3"IS SPECIFIED) (USE WHERE'CS"IS SPECIFIED) (USE WHERE'CT IS 6PECIFIEO) (USE WHERE"C5•IS SPECIFIED) UCE SPLICE SPLICE SPLICE SP LOALIO LOCATION 4" LOCATION 4" LOCATION 4" 4.75" o D ' o PRODUCT REVISED EXTERIOR 4" EXTERIOR 3.22" _ EXTERIOR 3.22" EXTERIOR 4" as complying with the Florida Building Code i� 3-THACKSPLICE 3 TRACK SPLICE 3-TRACK SPLICE .i+ y 3-TRACK SPLICE 'C4'ANCHOR LOCATIONS •C6'ANCHORLOCATIONS NOA-No. 'I7-0420.07 v 'C4'ANCHORLOATIONS v •CS"ANCHORLOATIONS (U SEWHERE'C3'ISSPECIFIED) (USE%%IERE"C5'ISSPECIFIED) ExplrationDato04/21/2021 (USE WHERE•C3'IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) By ' Mlam-D o Product Co ro SPLICE 4.75" SPLICE SPLICE SPLCE LOCATION LOCATION 4" LOCATION WLOTI'ON 4" 0 EXTERIOR • EXTERIOR 322" EMERIOR 3.22" EXTERIO -- 3.22" ��• YONY LYNN�'�,,� 47RACK SPUCE `J 4-TRACK SPLICE—C4" CK SPLICE ANCHOR LOCATIONS ACK SPLICE °CS•ANCHOR LOCATIONS C41- (USE LOCATIONS 'CS'ANCHOR LOCATIONS •,••• •((� (USE WHERE'C3'IS SPECIFIED) (USE WHERE IS SPECIFIED) (USE WHERE'C3-IS SPECIFIED) (USE WHERE-CS'15 SPECIFIED) Y} No 667Q5 ' NOTES: s' ORIDA,•..•' �� 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ",�91VALIBNG` ` FIGURES PERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.n 53705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 DISTANCE IS 2.375" 2.375' 2.376" .'LFOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F jjI J ROSOWSKI COPttUGM P+201T PGTINDUSfiSES,(No. NO CHANGES THIS SHEET. �g 04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED au RlaHrsRESERVED 1070 TECHNOLOGY DR eaLUSPIP H BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. JambN N•VENICE,FL 34275 P-hook (941)-480-1600 SGD-5470 NTS 111 16 OF 21 j MD-5470.0 11A i CERT OP UTH.57.0790 3 a • � s PANEL PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES DOUBLE I SINGLE TINGLE OUTSIDEAO° INSB)EAO° OUTSIDEAL INSIDE AL Cj INTERLOCK ASTRAGAL � TYPES FIXED LOCNSTIE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE W/HANOE ER BOX OUT BOX IN RECEIVER RECEIVER INTERIOR OR OUT IN RECEIVER RECEIVER EXTERIOR GLAZED �—q DOUBLE d I�/C/V�� LOCKSTILE ��-q— INTERLOCK SINGLE INTERLOCK ®O E F / ✓1 K L L TC TA TV J LOCKSTILE v---v OUT1"cm mxaq ASTRAGAL SINGLE B LJ P /1 C -C Sn S N SV SW SD INTERLOCK INTERLOCK SINGLE DOUBLE INTERLOCK /�' /"® L! v /"9 1/ V I/ LLI IN tea+mo omm FIXED RR R S S FC FD FV FW DOUBLE ^� � INTERLOCK �'""""""""�-' LOCKSTILE LU /� leoxooq Ismtpq J LE WINAN !Y!E D L,JASTRAGAL LOCKSTILE WXOL D leo%r�1 j U) ASTRAGAL LR T I I DS INTERLOCK I SNTERL CK INGLE I.— BOX OUT (J W ASTRAGAL A I T I S J BOX IN /V (� T OUT.8A' ASTRAGAL C F Z RECEIVER CT AS C" ASTRAGAL VFR �4T AS DF p- RECEIVER OUT.135' �^ VF PRODUCT REVISED ASTRAGAL J as complying with the Florida RECEIVER Building Code IN.ASTRAGAL ■a,r.p. WS �A iF NOA-No. 17-121120 7 ASTRAGAL ��'r v� Expiration Data 04/27/2021 RECEIVER By Miam-Da Product Con of LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE '•F"SHOWN. PANEL NOTES: `���� NY LYIIfN i 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. `��a�r 11DENSF !e, 2 PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE1}F No.587D5 VINYL SLIDING GLASS DOOR NOA(NI) � 10/06/15 _ NOTAVAILABLE. +� PANEL TYPES* J ROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60. ® '�0.c� s7q E 0 COPYRIGHTO2017 PGTmu5TR1E3,INC. NO CHANGES THIS SHEET. 04/05/17 %C`S''•��ORIDP,.•'�[��� 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ALL RIGHTS RESERVED TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR ���r�ONAL1E���� N.VENICE,FL 34275 1 In (941)-180-1800 SGD-5470 NTS I 17 OF 21 j 1 MD-5470.0 1491 A 'LYNN"LLER'F OF AUTR.g2B28G O P.E.i158705 a � LIE.640 291 061 5.875 10.636 TOO .062 .930 650 .762 1.812 1.681 928 FRAME SCREW ANCHOR PLATE TRACK INSERT @ .301 FPII�A COVER(PVC) @ EXTENDED POCKET 5.178 2 TRACK HEADIJAMB 4 TRACK SILL 1.000 .252 231' 060 2.060 .100 a 8.250 8.260-- 1.435 .062y 1.613 '080 'u- 'j"', Li W9�492.983 E:3'100 E::3 11" .062 F1 .100 L9 T +A IJ 13 3L-Ar.UA 1.681 �L TRACY Q 1 (9 BOTTOM RAIL @ OUTER SILL @ P-HOOK ADAPTOR @ P-HOOK Aj dz= @ COVER 1,4060 100 EM SUPPORT COVER @)3 TRACK HEAD/JAMB 3 TRACK SILL 094 125 .229 .540 .291 .061 -2.975 2.141 10.625 5,876 540 3.000 .075 .6 a i b .5.0 �-2.661r--4 1.406 � 9 � .062 a4 .062 .3291 1.881 E @EXTENDED @ KEEPERREINFORCEMENT REINFORCEMENT @ FIXED PANEL CLIP REINFORCEMENT -------------------N- HiooJH C "P14J KEEPER @ BAR COVER BAR PLATE @ 4 TRACK HEAD/JAMB 02 2 TRACK SILL -2.511- 1 r-2.838 1.570 1.625 1.695 1.595 f--- .309 -2.696 --.080 7,71 '. I - r7oc 3A83 r--.126 r 21�3 .099 71 - U L2 .070 5b .075 - 4.635 4.279 -100 L 2.833 21�8 ❑ 00- 0 2.768 AGD- 2.768 2.LS .312 2.210 090 2.116 INTERIOR JAMB COVER �7 L Z"�-;R-A 91 2110 1.876 - PRODUCT REVISED -4--4� as camplgfn�with the Florida 182 .120 --.182 2.291 .110 .120-J .100 Building a a TOP,BOTTOM @ TOP,BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL @ EXTENDED POCKET gINTERLOCK (g ASTRAGAL ADD-ON (@PANEL STILE,TOP NDA-N.. 17-0420.07 AND STILE AND STILE REINFORCEMENT, @ REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER AND BOTTOM RAIL expiration Date 04/21/2021 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY gy- REINFORCEMENT 3.320- 3.346 NOTES: 3.452 1,411 3.7 .125 3.209 .060 3 .090 3.345 SILL RISERS. 1472 919 1)SEE SHEET 4 FOR 1:1125 16 060 2.176 Od y()() 3.247 .065 2)SEE SHEET 20 �--.qjq FOR SCREEN PARTS. .070 .300_ 1 1.170 .229 3)ALL DIMENSIONS @135°CORNER 86 135" @135*CORNER @136'CORNER @90'CORNER @ 90*CORNER @ 90*CORNER ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP. ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR OjA..........Y LYNIV"",, . 210 NO.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 1.261 1.261 §JEXTRUSIONS jj'A��J ROSOWSKI -'D yyy -I W1. 511 RN*, A 04/05117 0, COPYRIOW020 7 PGTMVffMFS.tNM NO CHANGES THIS SHEET. 0410 7 jq GRION.' AILMHTSRWFRV90 &. ......... BEVELED BEAD @ 10GEE BEAD 1070 TECHNOLOGY DR_ N.VENICE,FL 34276 (941)-480-1600 5GD-5470111 NTS jj[180F21 114 MD-5470.0 JAIJA A.LYNN MILLER.P.E. 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD I CLIP INTO INTO FRAME JAMB ATTACHMENT JAMB TO HEAD ��(4)CLIP ANCHOR PANEL &SUBSTRATE, HEADER ASSEMBLY - TYPE AS USED o USING 4 INSTALL ONE BLOCK AT 64 IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK Q TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL (3)#10 X ° TABLE 1 ONE BLOCK THAT 9a 1.5"SMS �� SPANS BOTH PANELS. I (3)#8 X Oq o ° I 1"SMS / d 23 FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE PANEL MIDSPAN OF EACH FIXED sfi(X 211/4"SMS CLIP PANEL TO-FRAME JAMB LOCATION. #8 X 1" 1 \ 0 SMS(i)7 _/ \ 21 BAR COVER \ (4)#70 08 zz REINF.BAR #8 X 6L -X 2"SMS I s11-114"SMS q o KEEPER 1s IL '—( / \\ (4)THRU KEEPER @MAX d _ \ a.s"o.c.,SEE SHEET ta JAMB TO KEEPER TO JAMB a SILL ASSEMBLY �R ATTACHMENT LOCKING JAMB IL�d d / PRODUCTgREVISED REINFORCEMENT PLATE (� �� eunaingl�odewith the Florida ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK NOA-No. 17.0420.07 KEEPER 1e @ 34-1/2"MAX O.C. OXXX SHOWN ExPlrntlon Dato 04/21/2021 v p BY Mlaml-Dad roduct Control (4)#10 X 2"SMS 6D INTERLOCK INTERIOR CLIP COVER \ I INTERLOCK NOTES EXTERIOR 1 24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 1 I 1 °� 2)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING. BOTTOM RAIL 84#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ,�`rQ, •••.SN���� SUPPORT 11 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. �ICEN F•.!� (2)#10 X 1"SMS ` VINYL.SLIDING GLASS DOOR NOA(NI) 10/05/15 = NO.687005 THROUGH SUPPORT, Bz I- G i INTO PANEL f PANEL ACCESSORIES INSTALLATIONS J ROSOWSKI :3 4cc / Ba 910 x ASSEMBLY ® -o'•, y`� �I'f- INTERLOCK SILL RETAINER 1-v2"sMs �•n rE F .. ALL PANEL CORNERS COPYRIGHT®2017 POTINDU6TRIE9,INC. CORRECTED#98 � 04!05/17 0' ' c CLIP ATTACHMENT ALL RIGHTS RESERVED %tP "'*'-,RIDP,,%' WELDED,NO ASSEMBLY 1070 TECHNOLOGY OGY DR ` INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. (941)-480-1800 IS NTS 19 OF 21 MD-5470.0 A A.LYNN MILLER,P.E. C REM 60706 I I � f 4 f .................. BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: I 1�ORO3 O 6 12, ❑I�Ifaiy�l 108 182 119 103 �& 5 0� 121 133 123 132 129 oU 111 108 _ 116 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 116 39 102 32 131 121 106 [Ell (D--@- 6 ❑a _ 1 OR&R SO 122 1 "LJ "LJ 115 11s HORIZONTAL SECTION EXAMPLE 100 112 120 104 102 HORIZONTAL SECTION 117 1.081-- y — -EXAMPLE I 1 � � 1202--r—►-Ij 1.778 1.778 935 050 —�u 050 .045 876 I I+— 875 1.020 _,C 120 SCREEN 121 SCREEN 1zz SCREEN OXO FRAME SIDE RAIL, ASTRAGAL 1.993 1.91193 1.874 1 1 RAIL LATCH ADAPTER —d-11b—.062 ► 4+—.062 �y r.062 PRODUCT REVISED Box 305. s complying with the Florida OBOP RAILSCREEN OBOXSCREEI @SIDE RAIL 1.435 NOA-No. 17-0420.07 m0 (BBOTTOM � � 726 I emlding coao TOP RAIL BOTTOM RAIL SIDE RAIL 12T .765 782 Expiration Date 04/21/2D21 OR I 040 BY 113D 114 1.020 �— W.0553 1zeK2RG0).R1@ 062 Miami-Dad raduct Control 101 11.373 123 SCREEN VINYL 124 FRAME SILL 7T — ASTRAGAL SCREEN ORRO ' 833083 ADAPTER ADD-0N 107OL 124103 SCREEN 104 SCREEN los BOX BOX BBOXX SCREEN OXO INTERLOCK SNAP-ON ASTRAGAL BUG FLAP ADAPTER . VERTIEXAMPLE CAPEETION VERTICAL SECTION XAM14Y.LY EXAMPLE NOTES: �� ��••4 roso306 ;P •./����' 1.343 .055 —"i 1.487 r 1)ALL DIMENSIONS IN INCHES. 1.487 = No•58705 ^ 1,510—� 0 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 0 SCREEN DETAILS 1t J ROSOWSKI 1� BOXSCREEN BOX SCREEN BOX SCREEN HEAD ® T 'rA7E F los ASTRAGAL 107 SILL ADD-ON SAND JAMB ADD-ON COPYRIGHT02017 PGTINDUSTRIES•INC. NO CHANGES THIS SHEET. a04/05/17 %�S 'F��RIDP,,.•'���� ADAPTER ALL RIGHTS RESERVED //s� 1070 TECHNOLOGY DR u '1,,9NAL EN,1` N.VENICE,FL 34275 a ''71111111t` (941)-480-1600 SGD-5470 NTS in 220 OF 21 MD-5470.0 ¢9.4 A A.LYNN MILLER,P.E. P.E1/56705 tf TABLE C: TABLE D:BOX SCREEN # Part# DescrlpUon Material # Part# Description Material # Part# Description Alaterlal 1. 19001 2-Track Head/Jamb - _ -Rigid PVC- 40 19081 -90°-Omer Astragal Cap-Ext. - -Rigid PVC 100 -12266-- Boy.Scrcea To?Rail 6063 T6 AI 2 19002 2-Track Sin Rigid PVC 41 18082 90"Comer Astragal Cap-Int. Rigid PVC 101 12257 19=Screen Bcilom Rail E063 TS Af 3 19026 3-Track Head/Jamb Rigid PVC 42 19085 5111 Rlssr-(2-117) 8083.76 Alum. 102 12'L.°8 Sax Screen Side Fall 6063 TS AI 4 19028 &Track SIII Rigid PVC 43 19022A Sill Riser-(3-1/2") 6063-TO Alum. 103 84428 Ecx Screen Intedc k6461 16 AI 5 19027 4-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-11161) 6063-T6 Alum. 104 1?347A Box Screen Snap-on Bug Rep 6063 T8 AI 6 19028 4-Track SIII Rigid PVC 45 19024A 18111 Riser-(4-5/81) 6063-TB Alum. 106 e4345 18ox Screen 0)0 Astragal Adapter 8063 is Al 7 19008 Frame Screw Cover Rigid PVC 60 716609W 187"x.320'Finseal(Stile) 105 17349 Box Screen Astragal Adapter 6083 Ts Al 6 19031 Anchor Plate 60634B Alum. 51 71695K 1-1/7 x V x 314"Fin See]Dust Plug 107 16039 Box Screen Frame Sill Add-on 8483 T8 AI 9 19007 Track insert 6083-TB Alum. 52 71898 Dust Pfug 108 lEO30 Box Screen Head/Jamb Add•cn 5063 To At 10 18084 Interlock Cep-Extended Packet Rigid PVC 80 419041Intedaok Clip Cater PVC 149 720X1X #1420 x 1"MS @Top Ilan SS 11 18036 Bottom Rail Support 6063-T6 Alum. 81 78153X Tandem Rol ler Assembly SS 110 720)(112X #14.20 x 1-1/i"MS @ Bottom Rail SS 12 19MBA Outer Sill Cofer 6063-TB Alum. 62 78163N Tandem Roller Assembly Nylon 111 71793G Watp:.270"x.16V-Fin Seal 13 19011 Sill Track Corer Rigid PVC 63 7B)(U5FPTX #8 x 314"Ph.FH SMS @ Roller&Relnf. SS 112. 618MK Wetp,.197"x.6017'@ Bug Flap 17 19032 P-Hook Adapter 8063-T6 Alum. 64 419042 Frame Header Block Nylon 113 7SRAZ Standard Roller Nylon 18 18020 P-Hack 6063-T6 Alum. 06 48052 RallerAdj.Hole Plug PVC 114 7SRk< IHDftller S•S 19 19047M Extended Keeper 806376 Alum. 8e 44365 4 Hole Bumper Stop PVC 116 Cedes Screw Lacking HardAars Steel 20 19029M Keeper 6063-T6 Alum. 67 76X114FPTX #8 x 1-114"Ph.FH SMS @Bumper Stop SS 116 41SO63 Screen Keeper Steel 21 19014 Reinforcement BarCoter Rigid PVC 68 71696G Sill Plug PVC 117 76X1PPA W x 1"Ph.FH SMS Veal - 22- --19030- Reinforcement Bar 800575 Alum. 69 78185X Gemini Mortise Lock w/long Trim plate SteeU55 118 -169213/4 Screen Spline-.160"&.166' %4ny1 23 19037M Fixed Panel Clip 6063-T6 Alum. 70 71032X1 FPFX 10.32 x 1"Ph.FH MS @ Lank SS 119 1816C20 Screen Cloth Flterglase 24 19035M Reinforcement Plate 6063 TB Alum. 71 Cedes Handle Kit Cast Zinc TABLE E:STANDARD SCREEN 25 10017M Top Rail,Bottom Reil and Lockstiie 8005-T5 Alum. 78 lKammerlIng 4SG TPS Spacer System 26 19046 Reinforcement Composite 76 quanex Super Spacer nXrwnh Hot Melt Butyl See Sheat # Part# Description Material 27 19016M Intodock.300 Reinforcement,Std. 6005-T5 Alum. 77 Quanex Dureseal 10 for 120 12033 Screen Frame Rall I 8063 T5 At 28 19013M interlock.400 Reinforcement,HD 6005-T5 Alum. 70 Cardinal}1-Edge Spacer Materials 121 12026A Screen Frame-Side Rail(Latch) 6083 T5 AI 29 19019M Astragal Reinforcement 6005-T6 Alum. 78 Dow Coming 095 or GE-7700 Backbedding Silicone 122 17383 Screen OXID Astragal Adapter 6083 T6 AI 30 19083 Extended Packet Interlock Adaptor 6003-113 Alum. 62 19044 1-1116'Beteled Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 31 19005 Interlock:Adaptor Rigid PVC 83 19045 1-1118.Ogee Bead Rigid PVC 124 190128 Frame Sill Screen Add-on 6003 T6 AI 32 19008 Astragal Add-on Rigid PVC 85 71T26K ISettIng Block 1"x 4'x 1116',85+/-5 duro. Neoprene 125 6FP95K Bug Flap,85+/.5 duro. Vinyl 33 19004 Panel Stile,Top/Bottom Rail R1gid PVC 80 761PSTX #B x 1°Ph.PH SMS @Frame Aesembty SS 126 78X112PSA7S #8 x 1.1/2'Ph.PH SMS(Assembly) SS 34 19040 Interior Jamb Cover 6063-T8 Alum. 81 7BX114PHPT4l0X #8 x 1-1/4'Ph.PH SMS @ Retnt Bar SB 127 712027 Comer Key Wheel Asaemhly(Standard) Nylon 35 18076 135°ComerAstragel 8003-TB Alum. 92 71OXlPHPTIMX #10 x V Ph.PH SMS @ Roll Support SS 128 712027SS Comer Key Wheel Assembly(HD) SS 38 19077 135"ComerAstragal Passive Mount 6063-T8 Alum. 93 71OX116PPX #10 x 1412"Ph,PH SMS @ Fxd.Pnl.Clip SS 128 varies Screen Looking Hardware Steel 37 19079 136°Comer Astragal Cap-Ext. Rigld PVC 94 710X2.6PHPT188X #10 x 2-1/2"Ph.PH SMS @ Relnf.Plate/Ast. SS 130 71OX34PPSDAX #10 x 3/4'Ph.PH SMS @ Screen Ast. SS 38 19080 135°Comer Astragal Cep-Int. Rigid PVC 96 71420h2.26FPFX 912 x 2414"Ph,PH SMS @ Hdr.Block SS 131 78X12PPSM6X #8 x 1!2'Ph.PH SIMS @ Door Aat. S9 39 18078 90°Comer Astragal 6083-TB Alum. 96 71OX1.75PPX 910 x 1-3/4"Ph.FH SMS @ Ast.MountSS 132 1692/3/4 Screen Spline-.145" Vinyl 133 1 181OU20 Screen Cloth Fiberglass 97 710)34PPX #10 x 314"Ph.PH SMS @ Ext.PM.Int SS 98 71OX2PPX 1#10 x 2"Ph.FH SMS @ Keeper SS PRODUCT REVISED as NOA-Na. Code 17-0420.07aBuilding `` 1p1YILY/�rr .,��' complying with the 0.....,..!V Expiration Data 04/21/2021 � •• � 7k'VINYL SLIDING GLASS DOOR NOA(NI) � 10/05/15 By No.5870.5_ Mraml-Dade oduct Control' _•� PARTS LIST J ROSOWSKI =7D � ;0Lltj_�. :.��, COPYRI ALIRIGHT nRESERVEFO IES'rNC. NO CHANGES THiS SHEET. 04/05/17 %�jq '•'2oRron,..• �� NOTES: 1070 TECHNOLOGY DR Q '%S�ONAL et,'% 1)ITEMS#14-16.4049.53-59,72-74,80,81,84,85,87-89,88$88 ARE NOT N.VENICE,FL 34275 USED AND ARE NOT PART OF THIS APPROVAL. (941)-480-1600 SGD-5470 1 NTS 21 OF 21 i MD-5470.0 A A.LYNN MILLER,P.E. CERT.OF A ,929299 P.E.#58705