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HomeMy WebLinkAboutProduct Approval (2) FGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's-die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No.MD-720-820.1,titled"Fixed Window Installation C-nddelines", sheets I tbtuvkh 11 of 11, dated 04/12/13, with revigion. B dated 051-OV16, prepared: by- manufacturer,signed and sealed by Anthony Lynn Miller;P.E. A TESTS 1. Test reports on: 1)Uaifbrm;8tdtjb.Air Presspre Test,Loadingpek FBC,TAS 202-94 2)targe'"ssile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along long with d'' and insta lation diagram of a P slid- glass door, mar .0 -up,drawings VC a PVC fixed window and an alun-diram slidii2g glass door,.-using:Kodisp#cc 4 0 TPS spacer System,DvrascAl@ spacer system,Siiper'$ NXTTX spidoer system and XL Edge-61;spacer.system at insulated glass,prepared by Fenestration Testing Laboratory. Inc., Test Reports No. FTIL,-8717. , FTL-.8968 and FTL-8970, dated 11116115, 06101116 aAd 06/02/16 respectively, all signed and sealed by 1da6is 01te P.E. 2. Test reports on: 1)Air-Infiltration Test,per FBC,TAS 2021r94 2)Uniform Static Air Pressure,Test,Loading per FBC,TAS.202-94 Water ResistanC6 Test.per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS201-94 5)Cyclic Wind Pre4ure Loading per FBC,TAS 2.03-94 —6)Yorce d-Entry—T-Test,-p qr-F-S C 24-1-1,3.2.1,-and_T_AS_2 02--9-4— along with marked-up drawings and installation diagram of an aluminwn fixed window,prepared by Fenestration Testing Laboratory;Inc., Test Report No. FTL4212,dated.03/21/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted widerNOA No.-13-0502.03) 3. Test reports on: 1)Aft Infiltration Test per FBC, TAS 202-94 2)Uniform.Static Air Piessurb Test,Loading per FBC,TAS 2-02-94 3)WatqrResistwicq Test-,per'-FBC,TA8 20294 4)Ldrge Missile Im,pact Test per.FBC,TAS-20 1-z94 5)Cyclic WW Presstire..1o.adi- g per TOO,TAS 205794 along-with marked.-up drawings and inst4latio4 diagram qf;aq4j fixed i w dow,#epardd by Fenestration Testing Laborat6ty,Inc.,Test p n a Reports brts N6. FTL,39.k ghd M-585"0i ago OV9/03 aha 07/31./01 respectively;PA signpd P4 . 1 .. .... sealed by Joseph,C.Chan,-P X_ (Submitted raider NOA No. 03-1105.0.1) et-Co tr011 miner 01 20 1 A Txpiratian Bate: u1911019 Approval.Mate; Augu&iO4,'id16 PGT Industries,Inc. NOTICE OF ACCEPTANCE: El VIODENCE.SUBAUTTED C. CALCULATIONS 1. Anchor verification calculations and structural.analysis;complying with F B C-5th Edition(2014),dated 05/20/15,prepared y manufacturer,signed and Sealed by Anthony Lynn Miller,P.E. 26) ((Submitted under previous NOA No.15-0528' -2: Ojazing.complipg vit4 ASTM.E,1300-09 D. QUALITY ASSURANCE i. M1 ami-Dade-Departmelitaf Regulatory and Economic Resources"K). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameriqa4))nc.for their 4 t?el-- ' ' ' 12/11/16. "Kuraray Butaciteg PVB Glass Interlayer"dated 04/25/15 ' -Tmng On 2. Notice of Acceptance No.144916.11 issued to E*raray Amexiga,14c.for their "K-uraray SentryGlas@(Clear axed White) Glass Interlayers"dated 06/25/15, expiring On 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C9'64 Specification- for Dense Elastoin:eric Compression Seal Gaskets, Setting Blocks,and Spacers with Option 11 exceptions, b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension.of 1600 PSI. ey—ASTMD395B-Te�9V Methods for Rubber Prqp-6rty--Compression Setfor-22-BRS---- 15-80F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ 2Vlanuel X, Pr6dod Govtrol Fjxamjher- N0A*N9t 16019%14 Expirafiaui)ate. 'Fe--brua` 19,A19 Approval bate, August 0412.616 E-2 PGT Industries,l[ue. NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance, complying with FBC-51 Edition (2014),, dated May 20,2015,issued by manufacturer,sighed and sealed by Anthony Lynn Miller,P.E: (,Submitted ImiterpreviOns.NOANo.I54529.26) -2. Statement letter of-no financial interest, elated May 20, 2015,issued by manufacturer, signed and sealed by Anthoiiy Lyrin Miller;P.E. (Winitted wider�i>;eviousNOANo. 15.0528.2G) 3. Laboratory compliance letter for Test Report No.FTL-7.212; dated 03/21113, signed efnd.seated byMarlin D.Brinson,P.E. (Subm&eid underprevioitsNOA No. 13J-050.2.03) 4. Laboratory co'iripliance letter for Test.Reports No. FTL-3935 and FTL' -3s50, dated 07/18/03 and OT/31/03 respectively,:atl signed and sealed*by Joseph C. Chan,P.E. (Szrhrraitted tinder NOAI 1 ®. 03-t105 01) 5. Proposal No. 1,6-0125 issued by the Product Control Section, dated Maxgh 09;2016, signed by ishaq Chanda,PH. C. OTHERS 1. Notice of Acceptance No. 150528.26,issued to PGT Industries for their Series`PW- 701/720/820"Aluminum Fred Window—L.M.I."approved on 07/09/15 and expiring on,02/19/19, Y anuet ... Product Contr E_X finer NOA 1+To., 629.14 Expiration Date;Febraaij 19,2019 AApprovalDatea Aug.ast•04,1616. -:3 i I _ - STANDARDS USED: ;GENERAL,NOTEi-�SLRIESl72018201 •2014FLPRIDA BUILDING-CODE(FBq),6THEDITION DESIGNPRESSURERATING I IMPACT RATING IMP.y1CT=ftESISTANZ'FIXED WINDOWi •ASTM'E130D•09 •ANSDAFBPA NDS4012 FOR WOOD CONSTRUCTION VARIES„ ,RATED FOR LARGE 8:SMALL 1)'fHISPRODUCT HAS BEEN DESIGN EDBTESTEDTO • j_INUMDESIGNMANUAL,ADM.2010 SEESHEETS23 IMISSILE IMPACT RESISTANCE' COMPLY WITH`THE REOU19 MENTS,O'FTHEP ORIDA' -" 3AISI-S Q0.07f.S2-Z% BUILDING COOS;INCLUDING:THE HIGH VELOC1iY 4rTIP TO'QIP WIDTH. HURRICANE ZONE(HVHL1. 47-'6UCK WIDTH' 48`BUCK WIDTH 48'BUCK WIDTH' '44;1f4'VISIBLE I 45.1til"WSIBLE 45•U VISIBLE 2)gHLRTERS ARE'OT REQUIRED WHEN USED IN L•IGFR WIDTH 4•. PRODLiCTREV158D WINDB'ORNEDEBRISREGIONS FORINSULATEDGLASS I LIGHT WIDTH UGHTWIATH astu4+P1)�SfhihnPlDr>� INSTALLATIONS ABOVE 3G'1N THE HVHZ,'THE OLNfBDARD �. •�•-• 6 MA7(. •-.� BwMAX P,SHEETs ^� 2-MAX BdltllnBCrxk ,{ LITE(CAP.1'-MUST TEMPERED B¢SHEET;6 i D,SHEET7 H.SHEETB I A 'P�aT'p'16- Z9,S�`�1cI 31 FOR-MASONRY APPLICATIONSIN'MLAMI.O,M1DE'CCUNIY: EBxprblMnJ✓+l- 1 USEONLY MIAMI-DARE-CGDMYAPPROVEDMASONRY ANCHORS.MATERIALS USED FORgNCHOR EVALUATIONS WERE SOUTHERN PINE,ASTMOBO CONCRETE MASONRY.' A, I A0$" C I -C E,SHF.ETa I I.,.SHEET 8 UNITS AND-CONCRETEW( :MIN,KSIPER;ANCHORTYPE. SHE SHEET.6 BUCK SH ET7 SHEET? •G,5HEET•,8 G, HEST c A)ALLWOODDUCKS'LESS THAN.1.172'THICKARE;TO BE I. HEIGHT I BUCK •I cofooEREOIXINSTALLATION§,1X:WOODBUCXSME, HEIGHT JR 05105l16-ADDED SHEET II 'OPTIONAL IFUNR IS-1NSTALLEo DIREOTLYTO SUBSTRATE, -i-- --- 82.1/4` ------- T-------` Ns B &WITH SPACERS&MOVED PARTS. WOOD BUCKS DEPICTED/L52XARE1112"7111CKOR f 12r'MAX. VISIBLE 12,Mom• 93.1l4' GREATER•1XANI32X'BUCKS(WHEN USED)SHALLBE I O•C• I LIGHT O•C: I VISIBLE• 5`MAX I LIGHT OESIGNEDTOPROPERLYTRANSFEftLOADSTOTHE ' HEIGHT. ' LIGHT D.C, ' HEIGHT STRUCTUREWOODBUCKDESIGNAND:INSTAL't'A N16' I / 96' I / HEIGHT I / 96"' THE RESPONSIBILITY OF7HEENGINEEi;;(EgF3)•.OR' 71RT0 'BUCK (�( ate-• Y m ARCHITECT OFRECORD,(ACR). I TIP I I. HEIGHT > '� "aa •5)ANCHOR EMBEDMENTTOBASE MATERIAL SMALL BE., i HEIGH i i a 0 BEYOND WALLDRESSING'ORSTU.000.USE ANCHORS bF. �N N oov O m SUFFICIEi4T EMBEDMENT:..NARROWAOINT:SEALANTIS USED ONALIF.OURCORNERS.OFTHEFRA F-INSTALLATION, I I I ' I fl:'� N -' J tD o Z .8 ANCHORSSHOULO:BEAEALEb:OVE.RJtll. I 2'� �m' c'o zi �MOrQ ❑ SEAf:iNG/'LTSHINGSTRATEGY PO(t WATER.RESISTANDE'OF 6�•� �g-+•) f•-•--12"MAX.O,C. �6' �D--►) �---i2•MAX 0.C, F,:SHEET.B� I ._ w INSTALLASIONSHALL'BE DONE SYOTHERS'ANOIS.'BEYCNO MAX• SHEETS IAAX• SHEET7 2'MAX H'SHEErs I ..• UW LLTU X ❑ THE SCOPE OF THESE INSTRUCTIONS: 6'MAX;O.C.; .h- g dm• j •oN TNP FLANGED FRAME TYP-EQUAL-LEG FRAME TYP.FINFRAMEELEVATiON• o•� :'$)MAX,1/4'SHlMS ARE REQUIREDgT EACH ANCHOR. �.-• Z Z OMD 'L00ATIONWHERETH6pRODUCTIS.NOT FLUSH TOTHE ELEVATION(TESTEMILIN1T) ELEVATION(TESTED UNIT), (.TESTED UNITY Sy65TRATE.:USE9HIM¢:QAPABLEOFTRANSFERRMO' I APPLIEo LOADS•4YOCb$LICK§BY„OTHERS,;MUSZBE _ - -- - g j O SUFFICIENTL'YkNCH,ORi=OTORE51STL0AOS.IMPOSE00N FIGURE1: 1A < UI r THEMBYTHEWINDOW. GUIDE7gSHEE7&: 12-b•0I SHAPESASSHOWNBELOWORSIMILAR:MAYREUSEDBY1NSCRISINGTHESHAPE•INABLOCK F I j MAX, AND.OBTAINING DESIGN,PRESSURES'F.ORTHAT;BLOCK SIZE FIt0Ml E•TA81,ES ON SY4EETS.2-6, m qy la=v5 T)p, GN;PRESSURES: 'GENE,RALNOTES ....„7 ANCHOR SPACING TO BE6-�MAX FROM•CORNERSANO'12'O;G.MAX.FOR�ALLCURVEDFA ME � � Z A.NEGATIV6DE5IGN•LOADSBA5EDONSMUCTURA!JCYdLE ELEVATIONS ...„.._.„._,9' MEMBERS,SEE FIGURE I,THIS SHEET, � W � TEST pRESSURE,FRAMEANALYSISAND'GLASS,PERASTM .GLAZING DETAIL$ ._...,,.,....,.,2ti5. I O, E130II DESIGN PRESSURES•_....„,..•,2-5 12"D.C. f.--WIDTH^—'I WIDTH---I W I-^•WIDTH ❑ ._ a,aas -B,POSITIVE DESIGN L0114,S9ASED ON WATERTES1'' INSTALLATION FLANGE.,--..6 MAX I / T ._ I"'"..IDTH.-�-)• __ _mil a Z J PRESSURE;STRUCTUf,IAUCCC(,_jESTPRESSURE,FRAME INSTALLATION EQUAL-LEG. T. r , , r �` O < c�+�N ANALYSIS'ANOGLASSPERASTM E1300 INSTALLATION INT.,flN'A._...„.8 f �• .) ❑ w r�-1p INSTALLATION;INT.F(N.B.„..-.„,9 J/ 8)THEANCHORAGEMETHODS SHOWNHAVEBEE6t CORNERASSEMBLY..�-.„.„„„.10 ;` z I >� I _ !: I �'. Y` )•x' O X j asDESIGNED TO RESISTTHEWINOLOADS CORRESPONDING, ; 'EXTRUBION PRO FILES.„......,11IQ �. I � � ' ) xf . 1z� • '� u.E(IEOUDZEoDESON4FRESSIIRE,'lHE 93.1/395'S7RESS PARTS•LIST:.......„„„..:M::_„_._-11 1 L 3..L J 1L .� -au a tarns 1I�CREASEHASNOVEI VSEOINTHEDESIGNORTHIS PItODUGTTHE{6LOAb DURATIONFACYORWAS USEDFOR TABLEA: 1 7-F'—__—WIDTH TI�WIDTH---I '7'�-WIDTH+{ •?-.- -.WIDTH THE I'd ANCHORS;THAT Shoat t r i �� T r— , T'r , '`LZ�14T�'•�'1JN�%J�r�i COMEdNfOCONTACTWITHOTHEF;gISSIMILARMATERIALS TYPO Shp al L(GEni•'..+( $HALLMEE7THEREQUIREMENTS•OFTHEFLORIDA E rs +•;'�: F •.�� BUILDING CODE FOR CORROSION RESISTANCE •"ti.7116'_Lau6:aft6•,An 090>PVB-3I1stHS).: 2.- ' ,s 111 _ `Jo•ea7D 9}REFERENCES TEST REPORTS FTL3835 3850It72121. 2 7116•Lemi: is HS .090`PVB .3r16•Hs 2 1 L � 5 C 3 1.1116'Laml.IG(3f16,T.-7115'Alr•3116'An-.09D'PVB•3fl6`HS 3 L -L, .LL— _:J �L 'J ELOO ULTRACONNOA;ELCO•CRE7EFCEXNOA ANSUAFSPA, 4 1-1/16•LtmL IG(3lt6•T-7l16'Alr-ffi16'HS-A90".•pV8-3116•HS 3 7J' MANPOR.WOOD CONSTRUCTIQN AND'ALU(r71NUM'P,ESIGN 6 ills,LOW 1.16•.•An•:090'SG-3f16"'An 1 4 I"^"--WIDTH—"-{" }"- WIDTH WIDTH-^-I 1-•:WIbTFf—i -�': S" �6 MANUAL. ,B. 7116 ml(3118'HS-.090 SG-3116'HS 4. ��--- , TI-�--_ [ 1 r�'--- A+ATc OF 10 THE 720 SERIEStSES-A RVBINTERLAYER.THE B20, •7 1.111.7 LemL•IG MB'T-•7l16"Alr- 1$M--OBO"SG-3l161 An• b i r 1 i���iV�,'• GkICF•.••'�-a; SERIESVSESANSGINTERWYERr7HE;MQ?+ND.`8248ERiES'• B 1.1/18"mLIGfJJ18•t-71tfi.`Alf-3116`FLS-:090'.SG-3116'NS 5 �' u ��;�pl�Jr h��`•` MAYALSOSE REFERRED'ASTHE•701•SERMS. •SG';=%RAFtAY.'SENTRYGLWINTEtiLAYER•-BY KURARAYAMERICA,INC. z I El =I ,I 7•pt/B•v"KURARAY BUTACITO PVB INTERLAYER!BY KURARAYIAMERICA,INC. A.LYNN MILLER,F.E. L Rat 6vos I I _ -7ABLEO :Witido`w0eslgnPressure(+f=;ps�;forGlaps••typel_ _ :LangS,Oa�(In IK711(rLAMINATED72 76- 80. '84 '88 9298. 100- 704 109.1fZGLASS STACK 30 z.+r$0 •+'1$0 .. +1$0 +1$0 +1.80 +l$0 +Y•80• +1.80, +!•80 tl-$0 +1$0, +:32... •_,.•IaSO. 1 +7$0 +1$0 +boo 41.80 +i$0' +1-M. +F8D ;- +f•80 +1•80; ,090",PVS INTERLAYER'.34: +f-80. .w1.80 tf•80 r.80 it•80 +1.80` +T.80• +f•80. ♦•au +/.79,8; +/-79A 38 :+T80 +1.80.. +/•80. +.•80 +mu -+1.80• +1.79:7 4/77.2 +l•75:1' H-734 N722 3116°HEAT STRENGTHENED GLASS. .38. +1.80. .W80 +680. +/:8P +f80 W7d1 +7752 .+1726 +J- 16'ANNEALED GaSS70,3' -+/-885 +1.68:3 PRODUC7REViSm 40 +l-00 41-00 +1,80 •+-798 l77.2: +f-7,3� +/•71.3 4f.6 tl55:1 +1-03.4. +/•61.8 ,4 as es6lPipm8 wiih�lFJmidn 42 +&M +1.80 +'140 +177 4 1.7.423 4171.3, +/58.2 W-64 •+1$1.6 W59.8 +SB:2• +1.80 41-7&8 +l-75:4 +f72i W$3g• W$5.6 +1.62r2 +lZ9.7 +1SL5 USEO,AT CURVEp r Oso •. (� 48 +7-00 tl$0 4777,2: =+f738 W70A +IS88 +F83:6 +/-00.3 •t!Sl.7 FRAMEMEMBEFSONCY 2g f 48 +f-00. 41793 W75.6. +171,9 +1.$8.3.. ..+!$4,g - +/-e1.5 +1.582 I (al'41.7/8'O.C.MAX GLASS SITE r LO GAIOE' py xi 50 +l-00• +.17/b, +i-79.1 W703 w/$6:7 w/•63-1. +/-69,7 1 •e Pradnct Con E _ 62 +/79 +1•75.6 +1724 +1-08,8 +f85:1 +ll., f ur 54 +17T.4• t T&8 +170.5 .r1:6f.3 W63.6 EXTERIOR.: I SIDE >56' +-7&& W-72 + .6 +h653 I 58 +/-74.2• +/70.3" +7-08i6 a 20. .13 {. rc 60 •. +1.727 +1;S%7 045• --- -1- 10 62 0712 *W- GLASS'lYitj 80 +/M3 LONG'SIDE '1}9UOTES: SIDE CKDIMENSIONS SHC,WN.FORFLANGEdWINDQWg�SUBTRACT'1"FROM THETIP-TO-TIPOIMENSIONTODETERMINETHE BUCK DIMENSION. SHORT 1)FORS�S NOT SHOWN;ROUND:UP 70 THff ISIEkT.AVAILA9LESy0R•L.OR LONG DIMENSION. "Da 3)FORARCHITECTuRALWNDOWS;FIND THE'SMALLEST.WINDOW.SIZE IN THE TABLE A9imdWHICH THE OV19PALL DIMENSIONS COMPLETELY FIT WITHIN. � r- } e o0 0 I �:N TABLE DIMENSION cc MAYBE O,m '? N ORIENTED-VERTICALLY OR p-1 OTC c 2 7s 11' HORIZONTALLY.AS:SHOWN. S L �_u m uem+o f3 Lu rA a I U.0 TABLE3a , W Z D •aN z Wi - ndow•Design P.R ssure(+/�psf)torGlass Type 3 ;>w m Y 4 e I �. . 6.0 ,d' Lang Side VIIn) - A Z !i Z V� O lL 61-7/8 72 78 8D 84 88 g2 •96 100 104 •109.112 1.1/16•..NOM. 1- � O '30• 41.80. +/$8' 41.80 +f-00• +!-00. t1-80 +16SD +1$D' +bm w40 +l-00 GLASS'STAOK 7176'LAMINATED g 32 41$D. :+/-8.0: r/•80 +/$0. -+f$0. +/•80 +!•80 +J$0. +!•60 +l•80 +/•80 GLf1S35rA01C Q N 34': +-00 .. .+T 0 +1-00 +1.80 .+1$0•- +7$6 +J-80 +!-00 t1.80 +!•80 +l-BO _ I m 38` +l-00.. W-00• +l-00 +1.80 •+!$0 w!$0 +-80 W-00 +1$0• M•80• +/•80 3f16-TEMPERED GLASS� 35TRENGTH,ENEDGCASS '1 SIDE T � ® z +�ys 38 •i!-00 ?/•80�• +/-00 +/•80: +f.80 aIAO +!•8D +140 */•79.4 •N-78.4 +F74,3 3/t6°ANNEALED GLASS �? = y' .40. +1-00 +!-00� +/-00 +l$0 4l-00.. wf$D 4.80 . +lX7• 4/73,5 +170.9 +f$9 7116'NRBPACE+• 0$<7,FVB• = O W Z .42- 4-00. !/•8D +.$0 +/.60' +1.80. +1.80. +/7T +1:73:1 4189.6• t/•88.9 +1�.2 W7ERFA. �Ii - 44 _ 41.80 41.80 w1�80 41-80 .+1-80. +l•77.8 W74.1 +1.702 +1$7.5• +1$3S- '11• 0 46 wl:8D OW 0 W-80 wf-80 +/79.2 +1-754 '.t1.71.7 +/-Ml' +185.1. 5 8 o a oCs 48 41-80 =+.80' +1-80 W.M. +147.2 +1.733 a1S9.b +F6SB• - -[• LONG p Z N N g; USED AT CURVED. l/ p a 1;4 60, ) +i.-00. •t1$0 76.80 41.79.4•• +1.75,3 4171.3. t1.675 I FRAME MEMBERS ONLY- 29 so 1� 'SIDE 52- +t-00 ..+!-00 +1-00 W+77.7 +1:73.5 +lE9.6 QY1.7/0"O.C.MAX' GLASS 6ITE X to LU D. w: 64 •+1-00• '41,80 +1:79.6.. +l•70' +141.8' ,58% +1-00 4J-0,04 .+1,775. +R .8' I `1.3 I o,11 �0 souag 58• +/80• +I.79:4 :+-70 _LL s0 W$D r1�77,5 +/-78.5 EXTERIOR 82 +1-80• +/76:8 3 ib'7 -•21• :i3, SHORT .. tit'••• 84 +I.788 '+l-7� I 91DE' ' as.• W-77z GLASS TYPE 3 . 67-7/8 I +R74.9 ' :NOTES: 1)BUCK.6IMENSIONS'SHOWN POR'FLANGED.WINDO.VVS SUBTRAOr1"FROM THETIPT W MEN O-TIP DIMENSION TODETERME I BUCK DISION. '2)'FORSIZESNOTSHOWN;ROUND.UP.TOTNENE)CI'AVAILgBI.ES,("ORT,'ORLONGDIMENSION. _ r_ 3}'FOR ARCHRECTURAL'WINDOWS;FIND THE'SMALLEST.WINDOW S90-IN THETABL:GA9OV*E•WHICH THE'OVERALL DIMENSIONS CO I PLETELYFrrWITHIN. W i A.LYNN MILLER.P.S. P:F1F68705 I I i i I .. I 'TABLE#:. I Window Design P7essUle(+ljy psf).forClass Types 2&4 Lana S h.a(in) 67-718:.1 72 76 1 •80 84 ;88• ,82 -98 1 100- 104 .1 109.1/2' 112 110 120 124 129 132 ;336 14U 1 144 .20 +140+ +1:80 +1.80 +1-00 +/-8D' •+1.80. .+/-00. +1.80 +1-00 +1.80 1 +1-80 +140' +1.80 41-90 +/-W +140 +1-0D +1.80 •+1-00 +1+80 32' +.80. +1.0. +/-00 .+1-00 +F80 .+1.80 +1-80. +/-80 +A80 +-80 I +/ 0 +1-80 +R80 +/-80 +7-80 +1-80 +A8(t +/•EO' +/-80 •34- +1-60 +l.BD, +J-00 +1430 +1-00' .+(-00 +180 +/-80 +l-00 +1-00 +1.80 +1.80- .+/:80 +/-8D +680 +145 W-W PRObUCT R£N15ED .36 .+1-00•. +/-80 +l 0 +!-00 +1-00 »l-00. +l-80' »1.80 +1.80 +!•80 I +/:80 +/.80 +J410 +/-00 +la +/�80 - ;-is pomA�70S" -dia Flwidu 38 +1-00 41-80: +/.BII -+1-00 +1.80 +1-00. +/-60 +1.80 +1-0D +/-00 +1+80 +1-80 +/-80 41-80 Buildi a. 4 . 40 +/-00• t/-80 +/ 0 +78D +:80 .+/.80 +/:80. .f1.30 +/-BD•- +1-00 +/•80 +F80 /�aoepmdteo«d' 42 '+/410 +1.80. +RD +1.80 +140 +1.80 +l-80' +/-80• +1-00 oso ;T-60 -7atiaQ•T3^:i� 44= +/.80. +/.80- t-00- 41-8D +1.83 +1-m M•80' +1-80 +180 +/80 46 +l-00 't1.80 +/,80 +180 •+1410 11.80• 4/-80 +140 +1.80 'Bv: So 48 '+180 +/80 +1.80• +1.80 .1-80 +1.80 +1-8D. +l-00: Miam[ a14",-� C,aiiol :50. +1:8P +1410.. +1-00 +1-00 +/430 +1.80 41.80' ' .62• +1-00• »l410v +m., +140 -+1.80 +1.79.1 •54 +J-80 4/4i0- +/-80. +1.80 W-78.6 ' .W +ABD' .+1-00 W-So .H-791 .60 +1.80. +f-80 +1.79.311 62. W-BD' ?J-BD' 86 1 +RD 87--7/8 1 +1-86 1 c9 y. m NOTES:: > cf)' a°B ly BUCK 01NIENSION$SIiCIV&FOR FLANGED Nf INDOWS,SUBTRACT 7'.FROM-THETIP TTIO- P.DIMENSION TO DETERMINETHE SUCK DIMENSION. 2)FOR'SIZES NOT:SHOWNBiO,UND,UPTO,,THE NETAVAILABLE.SHORT OR'LONG DIMENSION. j p 0. 3)FOR ARCHITECTURAL WINDOV115,F.INDTHE,&MALLEST%MNPdW SIZE INTHETABLEAROVEWHICHTHE OVERALL DIMENSIONS COMPLETELY.F1i'wRHIN. }ram' ^ °7°0 O A. N ry co O.' co LL Lu N C71 c) z a r` zi Yu°tD W U U'X of o 0 T19 T E:DIMENS ONS Y ~Z mO OS GLAzsSTACC ORIENTED iERTICALLY OR V 0- 84AMN1TEv' 7116LAMINATED O GLASB,STAGK GLASSSTACK [HORtZONTALLYAS SHOWN, °N a_Z � LU � .090TPVB INTERLAYER 3116"TEMPERED GLASS /16'.HEAT.STRENGTHENED GLASS LONG ID O .3116"HEAT 3N6"HEATSIRENGTHENEDGIASS �.LONGSIDE SIDE a 1¢- 3116'HEAT STRENGTHEfJED'Gu1S5 STRENGTHENED GLASS 7(16'AIRSPACE `�,090'PVBINTERLAYER J� ® Z ��-1--• 4 SHORT y} }N S. .UWEMBERS ONLY USED AT CURVED' � SIDE y SHORT .¢ 0 S. °1zs. ♦♦ Z .FRAME'MEMBERS ANLY 38• 618)., FRAMEMEMBERSONLY .29 516� _L. � SIDE � � o a_ o0 @11�7/890�C.MA)S: GLASS BITE .�iT:7/8-O.C.MAX, GLASS SITE F Z, n� 1=3. .1-3 LULU U. 'EXTERIOR EXTERIOR �•+�--• LONG SIDE X LU �0.IL LL 0 a' 7&74 21 f 13 T-7- ens •r D aavag GGAS'S TYPE-2 GLASS TYPE 4 SHORT LONG SIDE "SIDE SHOKr A_LYNN AOLLER,P.E. P.F_#58705 i i I 1 i • I TABLES: U{flndtiW.Design.Ptefsur (+l;psgjorGlass•type5 "toe081de0n) _ I 7116"LAMINATED •6f-718 72 70 .'60: •84 BB '92* �96 10D 1D4 109.112 GLASS STACK 1 30 +9011254; .490/420. 490(115.5:,+90/-111:5;'+901-70b.5 +971.105.:+901.1044*901.1035 •90'•1025 +9D/-700,7 +9d-97.9 32 +901•5lea +90'-1108.:+9 :105,3(.+9(mul.e' +90196,7. �+9f8.95E7; +90L923 +901.90.6 +901.90.3 tf-e%o +f891 :09VSGINTERLAYER 34 +9IN21083'.+901•m -;goF988 +90'S&1 +901.91,8 +1:8a2:, rh84.4. +187.5' +18D,1 *1.79.8 +f 79:4 9118`ANNEALED:GLA35 38 ,+907.102.6 •+906971: +90f9Z8, +1.98.9 +1.835.. +18Z8 +179.7. -177.2. +/-75.1 '+173.4 +1-722 3/16'ANNEALEO•GL:ASS 38 .+901• T '+9N-922 +1.80:7 11.83:2 +180.7 +f•78:1 .+175,2 +142b" +1.703 +158:5 "+/.60.3 PRODUCr TMV)SSD 40 +90t9I:6 +148.2 +18Z6. +1.79.8. •+177:2 '11.74.3 +/71.3' +/-679, +1.011 +143.44 Wiel's `I' iS as°°mplpfn�lwfh ft-1 rid, 42 +9001A 4;/-KT W80.7•. +1-77.4 t/74.3 +/7.13 +1418:2 +18-0,7 +!4)1.0• +/59:8 :+I.SBt2. 8I Ruldoeg a 44 +l863 +l824 -+/-78.9:. +175:4'• +1-727 +1.06.9'.. +/•65.6 +1.622• +/59:7 +1575 1 USED AT CURVED -�• Aoeep>enee N? FRAME.MEMBERS ONLY 29. 51w mt,w•Daie AS, +/8M4 +1810. +177.2:. +1•73.6... +1-70� +/86.0 +1.63.5 +/8D.3' +1-57.7 I 011 718'O.C:MAX. GLASS BITE v 48• +/827 .+6793 - .+-7&,8. ;1:7.1.9• +/S&3 w-U4.9 W-61.5:. +/.5&2. � I'-- LONGSIDE -->' By. p0 0 +/80.9 - +1- f-5' +1-74.1 +/•70.3• +l•06:7 +183A +1-59,T. 1 1.3. 'T• f4wm adePro6acf A 52 W-79.1 . +f•7b:8 +F724. +1.68:8+ +16&1 +161.5 t 4 L9 54 +A774 •+l-73:6 +670..9 +187,3' +18&6 EXTERIOR: 5HORT 68 r1.7&8 +!•72 +1.08,6 +l853 4 20: 13. 810i 68 +1-742 +1703•, +I;G6,8' Y' ;60. +-727.. +/50.7. +185 1 GLASS TYPE 62: :+1.7t2 +1.6i:1- i C as +r6s.� tr4a.6 � 86. +1-BB:a I '••�-.LONGSIDE - NOTES: M �- v m _SHORT .- •- 7)BUCKDIMENSIONSSHOVJN-FOR`F.LANGEO WINDOWS,.SUBTRACTTFROM;THETIP•Tg:71P DIMENSIONTO DETERMINE THE BUCK DIMENSION. N W � �d 2)FORSQE3N0.TSROWN;RDUNC WPTO,THENEXrAVA11ABLE•SHCikTOR'�ONGDIMEN$ION.� 510E fY� > c� 3�1011:ARbHITECTURALWINDOWS,FINDTHE'SMAL'LESTWINDOW.SIZE'IN THEYABLEABOGE WHICH THE OVSRALL DIMENSIONS COMPLETELY FITWfTHIN. 4,TH15:Sf'1EErAPP,LfgS,ONL'Y•T.OFLANGE:ANDEOUAL-LEG'WINDOWS;DoNOTUSE'wamPN-FRAMEDWINDCI'AIS. -1-. �j m o CD ol TABLE DIMENSIONS.MAY BE' -j 0•1. m w N ORIENTEO;V$RTICAL•LI oft O N a C, Z �a r HORIZC)N7'ALLYAS.SHOWN: Z T u. CD J umoi0 p 'TABLES; U U X o o W"' O� op .Window Design.Pressure(+J-,,psf)forGlass Type 7 ( 0 sma l-g 5100(m) > z a z °0 z0 W 718 72 78 80 84 •88' 92 96 100' 104 109412 ¢ JcU O 30 :+�/130 .''+90113a .+90'130. +SW--126 +wr-lZt6*S01--119.8 .w9W-11&1 .+S/-1-17. +96�-115.8 Oaf-1.127 +90�:109.9 GLASS STACK 7H6'LAMINATEO m d' 32 •+001130"�+90'1241 +901418 9 +90 414.8.t90f•1t7:5 +SO/403.1 �90/-104Z +90P.l024 +901-1D2' +9W10L4 +90'•99.7 �� GLASS STACK o ¢ I¢- 34. +9011234• +90'116,4 901.7117 -mY+1D 5 +90/•103:6 +901937 ..901.95.3 +90f921' -+90W.5._+/•90 +189.6 f- 38 +97f•"a •+9W10&8 +BW404.8 +90'-100:5 +90Y '6' +90h9y3. +/-90 +bS7.;3 +1844. +1.8Z3 +181.2 " 6 ms-ANNEALED GL SS' SHORT p z 7�45 38 +9N+111.2 Y94'104.2 +901.97.9 .+90/.94 +9w.91.1 +f•8&2• +/-84.9 .+!•81:9 .+/• 3116 TEMPERED GLASS 79,4 +/-76.4 +1-ma 3118"ANNEALED GU15s � N 40 +901106:9. +901A9.6. +90/-93.4 .+90N50,1 +1872 +f64 _ +/80:6 +l•7fl7 +I.73.6• +/-70.9. +1.69 � V) 1•-" 42 +.907103;2 +9d .7 t901.9,2 +l674 4f84, , +18le +177 +/-73.1 +/:89.8 +189.9 H.S5.2• 7116'AIR$PACE �•090+SGINTERLAYER• O w Z 44 --W49.7 .!)Mall +1419:1 +1A5:2 7 .4. +1•T7.6• '+f-7 1 +1-0.3 674 +f83.9 1 11. 4 Z a 40 +90ABB.5 +9N:91.3 +87.2 :t183.2 +170.2. +l•7&4 +l77:7 +186.1 +18b:1 O d o 48 +90193.5. 41.89.61 . +1:854 :+181.2 •M-77.2 *1-733 +189.6 +16&�8 1 5 LONG r 3 Z 1N•R .C: 50 +901-91:4. +L• A +/832 +/•79.4 +Y-7b,8•. +LT7.3+ +/-875 •� USEDATCURVED. 'SIDE ii O FRAME MEMBERS ONLY. .29. 618" � Lu fA ��} S2 +189.4 • +/.at+ +1-01.8 +147Z 41-73.5 NWRS .0 to 54 +187.5. '+14M4: -1.79.6 +1.76. +1-71:8 i '@ 11.7/B•O.C.MAZ GLA88 BTTE I D a Q. 66 +/856. +181.4 +/•77,5 +l T3.5 1-3 88 +b83:8, ,._+1794 +/-75A f , 60 +1.•821: +177 EXTaERIOR 62 +18A. : . 21Smoy _:SIDE 61 +lr7&8• cf 74 BB +1•T1:2 GLASS.TYPE 7 57.718, .4(44.9 I r ; NOTES _ g2)SUCKOJMENSIONSSHOWN FOR FLANGED WINDOWS,SUBTRACT11FROMTHETIPTWUPDIMENSIONTO.DETERMINETHEBUCKI)1MENSION. ' FOR STGESNOT SHOWN ROUND:UP TO-THE,NEXT;AVABASLE SHORT OR LONG DIMENSION, �i�• .3)FOR ARCHITECTURAL W1NDON(S,FJNp THES(V1f1LLEST•WINDOWSIZEaN THE TABLE ABOVEWE{ICHTHE OVERAGE DIMENSIONS COMPLETELY FR WITHIN. 4)'fHIS.SHEET•ApPLIES:ONLY TO.FLA)4GEAND•EOUAL-LEG WINOOW8.DONOT USEWITH FIN-FRAMED WINDOWS i A.LYNN MILLER,P.E. P.Ey158705 I I i TABLET. 'Window Design Pressure(+F Qsp for'Glass.7ypes 6&8 Lang Side:fn .87-718 72 76. 80 84 88 92 96 -1­-0 0D 104 109.112 112 116 120 124 128 132 135 140 144 30 +901.130. +901.130 .+901130. +90f•130 .+907-130• +901.130• +901.130 +90(a30 7S01.130 +9D1130 c91143R +901.130 +901130+ t90430 •+901.130 +S01.130 +0-130 f901:130- +90f-130. 4901-130 32 -+90/•130: +901+130 +90!•130 +901-130 +90/-1:A +90-130 +90/-130. +90I.130907-130 +90/+130 +90f•130 +901.134 +90/-13Q +901.730 v901.730 +9QY-130 *9 •13D r90-130 r901-19R 34 +90l130 +901.130 •e9 f- t901.130 »901 30, t90f130.,.+90(-130 .+90h130 '+9D1130 +Of-130 t901130 +901-130 +901-030 +901.130 +BOF]30 !90f,130 +90h130ARODUC[REVISED 36 +901.130•. +90-130•. +901=130 +90f130 +90f13Q' t90%13D'• +901-130: •.+9D1-130 +9D1.130 +90%730 •490/-130 *9tV-13Q +901-030 +9R/•130• +901•190 +9W130 'mtbmp3ylpg�vith�he Florida 3B +901-130: •+901130•. -901430 +901-13D +90l-130 +901-130• +90f-130. +901430 »9N:130 +9W,130 +901.130- r9N-130 »901.129.2 +901-727.3 SuildtagCnde 40. »901.730 t90!•13D:.79a=130 +9a;135 +90:730 +sWf•130 +901-130 ,+90J/30 »901180 790F126.9 *90Y-121.2 ,901.17E .A=PtM=N0��P'l"�62�.1•d- 42 4901-130' +901-130 +901.13R +901-130 +901130: '»9N=130 +9N-130'..+9N-129.3 +9W-123r2 +90'•179.7.a90f-116:{ irnkct Date' .o 44 +13f11-130 •+90113D, +901130 +911-130 :+901.130. +901-130 .+0f.130, +0124:5 +90'•19.4 +SW-115 4S .t901.130• +901-130"' �+9 430P*90.13rj. +901,130 +901.13W t90'-159 +9(Y1208 +9DI.1 55.3 1 Md48 .+901-130 ;+901-130 4.90f130 »90A130 .+901-129,7 ' 90f-173 +9N.7 S5 I 0 +90f•130. t90113D +9WA30 +90/-130. +9Rf•126;2•+89.41119. I •$• 62 '»90l-130 +901130 +9A1.130 +901.130; +BBBf12364 +9Wl-130- +90130 +901.130 +88:01.127.1 158 +901-13D; .49W-130 '+9 •13D. 1 c SB +90/-130' »901430, +9Qh130. I 6D +801.13D +901.130- +890129. 1 m u 62 +901•13D -+9p1130. I > Q4 +901130. +901.13D 6!•718. »90f•130 I .th Y m NOTES: ead fn 1),BUCKD'IA•1GIJSIONS'SHC)WN:FpR FLANGED WINDOWS,SUBTRACT 1•FROM-rHETIP 70•TIP DIMENSIONTO DETERMINETHE BUCK DIMENSION. z 3�: 2)FORSIZES NOT SHOWN RGUND UPTOIHE;NE.fYAVAILABLE SHORT Oil LONG;DIMENSION. I -: 3)FORARCHITECTUR WIN ALDdwt-,FINOTffESMALI:ESTWINDOWSIZE)NTHETABeLeABOVEWHICHTHEOVERALLDimeNSIONS'COMPLETELYMWTMIN, 0100 03 4)7HIS SHEET APPLIESONLYTOFLANGEAND.EdUAL-LEGWINDOW6.DO'NOT.USEWrMFIN•FFAMED'WINDOWS. O C4 y tY 6a .i W co O W I O_j N 0_t C Z 7D Z. U- inLL OW W Lwa o $ UVco •xy o 0 TABLE DIMENSIONS MAY BE a W to Y DeO ORIENTED VERTICALLY OR 1.1/16'NOM. I HORI2.ONTALL•YAS.SHOWN. ~ f]Z I o Z m2 Z 711 GLASSSTAC O, F W LL G LAMINATED g mIn GLAS3TAGIC I GLASS STACK LONG SIDE 1In ;(J30'SG�INTERIl1YER 3116'TEMPERED GLASS' 3116'HEAT.STRENGTHENED GLASS �- LONGSIDE FQ-- H 3119'HEtT. 3116'HEAT STRENGTHENED GLASS T_ @ m Z 7oows STRENGTHENED GLASS 71IVAIRSPACE "' tD 3116"'HEAT5IREN"OTF{ENED.GLASS .090'SG INTERLAYEi3 SHORT •4�' 11 I SIDE � � � W USED AT CURVE D 1Y �.Jfy-• SHORT a 0 D: atoms FR4M1IE;MEMBER$'GNLY.26 �r�: USED AT CURVED 5 SIDE F O. �'71-718";O:C:JSIA)@; •FRAMEMENIBERSONLY:•2B. O CD Z �� 'GLASS BITE: GLASS SITE w W.j��1t-7/B'.D.C:MAX ----77-- O LONG SIDE -+ Q a a EXTERIOR EXTERIOR' I -¢• I �0a '�=00:etas a; ,7A. 13 lsre 21 .13 SSIDE LONG GLASS=TYPE e', GLASS TYPE 8 IIII SfDE SHORT SIDE am-Zz A.LYNN MILLER,P.E. • 1 P.EAr SB705 I I I O WOOD•BG,SEEtIP INSTALLATION INSTALLATION —I EDGE ORF1iAMIHG,SEE TYPE B EMBEDMENT "5I DISTANCE -NOTE2,THISSHEET TYPE O INSTALLlITION EMBEDMENT tx.WOOD BUCKSTRIP, •y' -TYPE A 114-MAx SEE NOTE 2::THIS SHEET _EMBEDMENT SHIM 7YP.jtNCHOR T•lPE;.EMBEDMENTAND EDGE 'PRODUOT8%'J YD EDGE DISI'ANCE.PER SUBSTIATE: DISTANCE As.eoinptyiognvidt the Florida EDGE . .s SEE TABLE S,THIS SHEET Buildins Cole SCo-Oro9A. DISTANCE Amin Date l �1/4"u4x T�ma'Drdc P:odv:F'CoP3 4." TYP ANCHORTYPE, EM . +• BEOMENTANDEDGE 11 D15TANCEPERSUgSTRATE, SEETABLE9.THIS SHEET USED.ATCURVED,, •' EXTERIOR a •2g'•RLAME-MEMBERS ONLY '" •� .@ 1!•718'O.C.MAX. CONCRETHCMU 4: lu 11 PER-ANCHOR VISIBLELIGHT WIO'fli'= 'S REQUIREMENT WINDOW BUCK MOTH-23W ••" ' WINDOW BUCK WIDTH CONCRUMCMU. W m S2 m. 'WINDOW .EXTERIOR, TiPTO-TP WINDOW WIDTH R QUiReAH� > c� •A°a BUCK' HEIGHT 1 -rta•MkxaHIM HORIZONTAL SECTION'A A ti „-a o n p v of co, c TIp=7071P $12STEEL '1MNDOW { Q3 m LU HEIGFI`T VISIBLE SELF-DRW-INGSMS T��S. Z LL Lm u" `r LJj.tD g LIGHT (Gp],SEETABLEB,. Min.EdBa 'Max O:C. V WXN o 0 HEIGHT- THIS SHEET I AnchorSubstruo 1+7ht.Embedment W V Om �' WINDOW ` Diatanea •SPaokg F-'�- .m O Y BUCK P.T.Southern IM SG=0;55) Ella! 143fB1 12' O 0h10 .HEIGFIT' i412or#14410 SS'ScmW AlDminum,:fi063 TS mN. 3I8 0.063 12• I� ELZ V Z e•' BUCK INSTALLATION -A3Esteel war" A.063" 12• z D-z O 2-314" METHOD D slaorstud;Gr,33.min M0. 18 G0' nr pINSTALIATIONANCHOR P.T Soutom, no lSG=0.55) /8'Aluminum,6003•Ts mkt. sr ZBEADING 012 or#14 Steel S=4 jG5) A39Skel 63•• 12' O .. ETERIOR Sloel Slud,Gr.33 min. •(18 Ge)•114• 1z"114"410 SS CrcleFlex MIAMI-DAIDE.APPROVEDMUWON _ 'Conemto(MUL3.35kol) o 12"''21; ;(SEES,EPERATE NOA)•ALUMINUM, �Centrcta�(mhV2BSkol1: .__,1__� •-7I4' _ +12•, O Z °Inag B STEE.FRAMING OR STEEL STUD. Cenerote(mtrL 265 Icsi) 2-VT 1.31a"- 12• u Z SEE SUBSTRATE PROPERTIES, j '17a•SldefUllracon ,Unarouted CMU;WSTM CAO) 2-V2• 1-114' :12• O W NN fiABIE'S,THISSHEET , GMU CMU,'(ANTM C50, 2-11C 1e3r4• 1T.. F' [) Z n� B.: 114•MAX-SHIM Ceneroto(min.315 ka)• 1-114• 1. 4" 12 U.]Silo*Steel Ultraeon Grouted CMU;ASTM 0.901. 2d/z• I-Ste •MIN.OF 3 THREADS BEYOND THE METALSUBSTFATE. W tL afil 'asop sal�°S T1X WOOD'BUCKSTRIP. � ,. SEENOTE 2;THIS SHEET , . . I r :ICONCREre PER -EMBEDMENT •�,•••a"- .ANOHOR INSTALLATION NOTES: • ':REQUIREMENT I. •• '" - - !. •• 1.USE ONLYANCHD.RS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCELIMRS. • " •"•' 9 WOODBUCKSIDEPICTEDONTHISSHEETAS"1x•,A.REBUDRS.WHOSETOTALTHIGKNESSISLESSTHANl1l�".1XWOODI}UCKS ARE . , INSTALLATION �— EDGE TYP.ANCHOR•TYPE,EMBEDMENT OPTIONAL,IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'*X'ARE 1-12'THICK ORGRFATER 6 p DISTANCE AND 9DGEOISTANCEPER INSTALLATION TO THE SUBSTRATE OF WOOD.BUCKS TO BE ENGINEERED BYOTHERS.ORAs•APPROVEDBYAUTHORITYHAVING TXaE_B' SUBSTRA7E;SEETABLE6,THIS SHEET JURISDICTION. j -" VERTICAL SECTION B-B 3.FOR-ATTACHMI ENT TO.METAL•THE STRUCTURAL MEMBER SHALL gE.0FASigE.T0:PROVIOEPULLSUPPORTTO'THEWINDOWFRAME -,•• 4.IFAPPLICA13Li LOWER DESIGN PRESSURE FROM ERHERWINDOWOR'MULLIONNOA.APPLIESTOwA6LESYSI`EM, A.LYNN MILLER;P.E. - PE.0mos i I i - • i i i I 2XWOOD BUCKSTRiP INSTALLATION INSTALLATIOM. EDGE OR•FW.fNG;SEE TYPE G TYPE F DISTANCE 'NOTE2,7HISSHEET EMBEDMENT •j 1XW000SUCKSHEET EMBEDMENT SEE NOTE 2,7HIS SHEET INSTALLATION + J i 1/4'.iHatc TYPEE EMBEDMENT L SHIM TYP.ANCHOR 7Yp.E EM6EOMElyTAND 'EDGE DISTANCE PER SUBSTRATE, EDGE EDGE "r • ;� I B SEE TABLE9,THISSHEET DISTANCE PRCVj aacoarpypngwLr 0 crida DISTANCE Heldag CaN Ac2op(mwNo IrG'Oto g,{A. 1/4•MAX 2 E�djtmtirr .2, SHIM - B 4 MI.ANCHOR•TYPE, " :oI Dade Pmdtst on of .EMBEDMENCANDEOGE •••d- DISTANCE PER SUBSTRATE, PEE TABLE0.THIS SHEET j iT, EXTERIORe USEDATCURVED RIOR. '•29•FRAME-MEMBERS ONLY 1•' "- I I VISIBLE.LIGHTWIDTH= O.C.MAX. CONCRETFJCMU j ram---- WINDOW BUCK WIDTH-2.3/4" ' PEQ AINOREMEN OR R i I WINDOW BUCK WIDTH m I CONCRMCMU Y @ 'WINDOW PER'ANCHOR > a � '•aa BUCK I HORIZONTAL SECTION C-C REQUIREMENT Ix HEIGHT 174"MAXI SHIM p a O c � Y ti V• o)va O N ,«'�12 STEEL CD< N W o SELF-DRI'WNG,SMs �co U) -� N VISIBLE (G5),SEETABLE9; Z•LL •� u:Io,O Q TH)SSHEET TABLE9: uGHT MI(.Eduo Max O.R Z y W HEIGHT- Mehor Sueelrato- Min.Emhadmo-nl V U 'X— •o 'WINDOW I Dlolaned. •Spa01n0 I71" O�� °a SUQK P.Mouthom lno(SG=0,55) B/.16• 13I8'• 12' ►-W m'O `t CD 3d0 HEIGHT- j ItenlnUm;600-T51nIe. 31s' 0. 1T �.> Z 2-3I4' INSTALLATION x1z ar'd1a a1D ss serow '-z a z .� r-A389taal 3!B' D,0W- 02 C O7 O TYP..E'H ! Steel St ,:G433min. 315 0.04. 18Ga)• iz I- Z O P.T.'Beutnem Plna(SGeD:66) O/A6• 1+318' 'iT g O ti EXTERIOR Alum07vm,6083T5 min. 31B1 0.083•• 12- i112orii14 Slce)Setow(G5) Q, nl A3831061 218, 0,063'• 'IT 1 "a I"• 7oe4S •� Sto0I.9lu0..G6.33 mIR 31a• 0.045.1B G¢)• 1T 07 ♦ 'MIAMWADBAPPROVED MULLION 1/4.410 SS C1alaFlex WnOrouled CMU STM C80) 2"i/Z'' 1.7/4" yt'• (SEE SEPERATENOA),ALUMINUM, cnnem)e'.(mIM3.35ksq 1' 1.3/4• 127 O Z -STEEL FRAMING OR STEEL STUD. Conemte.(MIn.265 ka 71 1.314" •7T L] SEE SUBSTRATE PROPERTIES, 1/4•Stool Wtraean Ddnaola(m1n:289ka0 2-7/2' .t�/8• 72' TApLE-9,THISSHEET Unamulpd CMU,(AS ,C-BO) 2.1/T' 7-114" IT O 60 GtaU1W-G U,.ASTM C 2-L2• 1.3/4" 127 .F .� < N N 5r114'MAXSHIM• O Q r°J 1A. 5116'Steal Uliraeon �narole y.MS.5.C- Y V4• 1.'.114• IT g W � �� Glaule4.CMU,"(ASTM,C-90 2.1/2'� 1�3f4" .7T X_ �f y0. 'MIN.OF 3 THREADS BEYOND THE META):SUBSTRATE. aLL aW0 sapaS 1X WOOD BUCKSTRIP., I . SEE NOTE 2•THIS SHEET CONCRETE PER; EMBEDMENT �.• ANCHOR INSTALUITICNINOTES: - • 4• REQUIREMENT I ' 4••• 7:USE ONLYANCHORS LISTED ON THIS SHEET FOLLOYVEMSEDMENTANDEDGE'DISTANCELIMITS; INSTALLATION •.y 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"iR",ARE BUCKS�WHOSETOTALTHICKNOWS.LESSTHAN1=7J2".iXWOOD-BUCKS ARE E001: •TYP-A TIONALNCHOR TYPE,EMBEDMENT OF IF UNIT OAN SE INSTALLED DIRECTLYTQ SOLID CONCRETE WOOD BUCKS DEPICTED AS'JP 2 AREi4 "THICKORGREATER. TYPE F DISTANCE AND EDGE DISTANCE PER HSTALLATION TO THE SU6STRATE OF WOOD BUCKSTO BE ENGINEERED BY'.'OTHERS OR'-0:%APP•RC)VED BYAW,THORITY HAMNG SUBSTRATE,SEETABLE'9,THIS SHEET JURISDICTION.' UERTICAL'SECTION D-D 3,FORATTACHMENTTOMETAL•THE STRUCTURALMEMBERSHALLBEOFA SIZE TOPROVIDEFULLSUPPORTTOTHEWINDOWFRAME. 4.IF APPLICABLE.LOWER'OES(GN PRESSURE FROM EITHER WINDOW OR NiULLION NOA APPLIES'TO WHOLESYSTEM, A.LYNN MILLER.P F- :P,E•9'.68705 i i I �• I I I 2X WOOD BUCKSTRIP TYP.ANCHOR TYPE, OR FRAMING,SEE INSTALLATION ,EMSEDMEt.T DEO.GE —�{ EMBEDMENT INSTALLATION NOTE2;THIS SHEh'r TYPE X DISTANCE PER'SUBSTRATE:�� TYPE J. SEE TABLE 10,THISSHEET - EDGE EDGE DISTANCE DISTANCE {� ,14'MAX EDGE'DI6TANCE -+{ INSTALLATION r� I SHIM I PRODUcrmi4gBb. TYRE I O 2X W000'SUCKSTRIP' cf wmplyingwithdt Fl6rfdn 2X WOOD,BUCKSTRIP ORFRAMING;SEE' Building Cade 'OR FRAMING,,SEE NOTE 2,THIS SHEET hoeeptanoallol(o"O ZQ1}- 'NOTE2,THIS-SHEET > pimtiuo'Dste C` 1/4".MAX I TYP:ANCHOR TYPE;EIv1HE0MEPITANO SHIW ol EDGE DISTANCE PERSUBSTRATE, SEETABLE 10,THIS SHEET - - Mfami Prodtee 4 g+. EMBEDMENT ¢ 3y EMBEDMENT :1# " USED'ATCUAVED. 'EXTERIOR' 2B:.FRAMEoEMBERS"ONLY (d,1.718!O.C.MAX EXTERIOR Ul 4 71 > a ^m WINDOW _ 'BUCK V1916L'ELIGtiTWIDTH= r I ,5 •. -HEIGHT WINDOWBUCKWIDTH•2.314! ❑ �' i/4'MAX.SHIM; WINDOW BUCK WIDTH I o rn o VISIBLE INSTALLATION: HORIZONTAL SECTION E-E z 5 VNBp o LIGHT TYPE L V U X�� o W +{EIGHT= Z 'O 5 •aN WINDOW,: O r, U' DAG BUCK 910STEEL HEIGHT+ 'SELF•DRIL'LINGSMS oA O rn O �- 2-314' (05),SEE'T.ABLE 1"0: Z D.Z tL THISSHEET TABLEIO• ❑ Mtn.Edge Max.O.C. m Anchor Sillistrele Distance S cln }a- 2-0/2"%.7131.BOX;NaII .P.T.SoAhen1Plnd'SG=0.55. 'b1w .5" ®.&' Z Z taaNS 21i2"X.137"Comma7Na11 P.T.SOIMem Pine SG=0. 31B" 5" p 2-7Pd"X.145 R . Nall •P.T.Southern Plno,SG=0.69. 913" 5" 3O ¢ Z 21 P.T.S-Whem Pine SG=0.55. la" 5' 6 2XWOODBUCICSTRIP EXTERIOR j 00.93"Ahmllnum.6063.75 min. 511W 6" LL Z Q al��s OR•FRAMING;SEE' I-'I #10 X 1"Steal SL'te,Y 1116'A36 Stec! •5116' i6" O r' N N NOTE2::THIS$HI9T• CT 0.045 1BGaSleelStud:Gr.33 .6M6� S' ❑ z I °° .5 1Ya•MAXSHIM MIAMI-DADEAPPROVEOMUWON •MIN:OF3THREADSBEYONDTHE'METAL.SUBSTRATE U LL aR (SEESEPERATENOA).AWMINUM: STEEL'FRAMINO OR STEEL STUD. SEE SUBSTRATE PROPERTIES. �1tlt �p sgias INSTALLATION' TABLA wfillaSHEET TYPEJ EOGEDISTANCE p .INSTALLATION NOTES: TYF.ANCHORTYPE.EIl1AMMEl.T1' •- 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS.. �--- EMBEDMENT ANd E0GEDISTANCE:PER I SUBSTRATE,SEETABLE 10,THIS'SHEET ?-WOOD SUCKSDEPICTED ON THIS SHEET AS"1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THANI-0h•.1XW000 BUCKSARE �G� -•� OPTIONALIFUNROANBEINSTALLEDDIRECTLY•TO.SOLIDCONCRETE.WOOD BUCKS DEPICTED'AS*2X"AR-i-V2-THICKOR�GREATER. VERTICAL SECTION F F INSTLLATiON URISOIOTION.TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAV NG 3.FOR ATTACHMEINTTO METAL•THE STRUCTURAL MEMBER SHALL BE OF A SIZETO PROVIDE FULL-SUPP.ORTTO THE WINDOW FRAME. ' 4.IF APPLICABLE,jLOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA'APPUESTO WHOLE SYSTEM. J1.LYNN MILLER.P.E. P.E.#53700 I I I � v I i - i i 2XWOODSUCKSTRIP INSTALLATION-TYPE M �EDOE OR•F�tAMMG,51=E INSTALLATION EMBEDMENT DISTANCE 'NOTE2.THIS SKEET FORTHIS INSTALLATION. TYPE"N 1NS iAL`LA710N T`(PE.M EMBEDMENT METHOD ONLY, FOR'THISINSTALIATION ANCHORS MAY BE NO :v FORTHDONLY" U4'tdAX' O MORETHANB"O.C. METHOANCHORS MAYBENO EMB-EDMENi 1 .SHIM O MORETHAN'6'O.C.. ���I �I /� 9X WOOD BUCKS7RIP;SEE , ?RODLTCLItEL4SCD .__L_L Q 2XW06DOUC IP NOTE2t THISSHEET - rocamPlyin6 with the Fluid: 11 OR FRAMING•$ESE Ziitldin6 Code NOTE 2,THIS SHEET AoxptanmNry��- Q- __L114"MAx TYP.ANCHORTYPE,EMBEDMENrAN0 lcySmrioaDote (� 3 -SHIM '� I EDGE DISTANCE PER SUBSTRATE. DY,•' 4 71'P.ANCHOR7YPE, 6 SEE TABLE 11.THIS SHEET MOtn Pc°dtxt EM9EDMENT;AND EDGE RTCE PER Sl1SS TE; a 1 SE ,1t SEE'TABLEII.,THIS'SHEHEhT 3' EDGE m .USED"ATOURVED DISTANCE EDGE o: EXTERIOR, 2S F.RAMsmEMBER50NLY DISTANCE > CANCRETE/CMUPERANCHOR 11. j REQUIREMENT I 4 .CON'CAEMCMU t1 v m 'WINDOW I f- VISIBLE kIGHT.WIDTH= 11' S. P.ERANCHOR, j '� s°a HEIGHT 114"MAX SHIM --�{ 'WINDOW BUCKWID.TH-2314' RE(lUII2EMENT m o ❑.. a o WINDOWBUCKWIDTH 17CYERIOR N °1ca .R CD N O.� v N o VISIBLE 1NS.TALLATIONTYPE O HORIZONTAL SECTION G-G• z u Lo u c w vudn HE(6fiT= FORTHISINSTALIAMON. V LIGHT. 0 X y d O .'WINDOW• I METHOD ONLY,.. TABLE'11: FW-Z O y SON BUCICK ANCHORS-MAY BE NO MIM FdBB Max.D.C. o.W m Q (D snD "HEIGHT- C MORE THAN'6"0.4 Anchor Suhatlate Distance Mln Emhedmem'•S eln r-7 O e Z e=- 2-Z* P.T.Soulht:m Pine 5G=O.ES '9115" 1.318• W Z O Z �: C. U. AlurNnum.6063-T6 n: 3!6• •0.063^ .. 6• d� O.' .12STEEL 4`12 otlf.1441D SS Setew A363teel 318' :G:083'• �6• to SELF DRILUNGSMS Stoat Stud-Gr:33 min: aw. 0.046"16 Ga" 6" Q (G5j,SEETAB1.E'I0, P.T.SouOtetnPlne SG=0.65.. 91.16" 1•31V Z 1° � 1-a4s THIS SHEET AWminum,6063-75m1n. 31V O.DB3'" '6• `m" Z z 612 of#14 S(eelSctew GS ;a I ( I A36 Steel 318" �0.063••- 6• � m ]Y.P.ANCHOR TYPE;. EXTERIOR Steel Stud..Gn-33 min. 316' D.045"18 Oa '6' •0 Z EMBEDMENTAND'EDGE .n U.muted.CMU,(ASTM CBO 2-112" 1-114" 121. B V 114.416 SS dcteFlex _ DISTANCE'PERSU9STRAYE.. 5 Concrete(min-3.35 keD. V, VW4' 12• �p Z I¢., 00 .SEE TABLE 11,THIS SHEET ` Concrete(min.Ms ka 19 1314' A �; W N N 5 �1/4"MAX SHIM MIAMI•DADE APPROVED NUWON Conamle min:2.85 ks1 +241Z 1318" •0 Z ro7 (SEE SEPERATENOA);ALUMINUM, 1/4•Steel Ultmcon U uted C61 ASTM -VD) .2-!!2' 1-114" O X Z STEELFRAMING OR STEEL'STUD. GnwtatICMU. 97M G60 2.1l2" i•314".SEE SUBSTRATE PROPERTIES, COn ' h1-114' 1314• 2-TABLE1�,THIS;SHEET 5116'Steel Ultiacon G..I,CMU:. 57MCBO 2•U2" 1314• INSTALLATION TYPEN WOOD TRU':. •MIN:OF 3THREADSBEYONOTHEMETALSUBSTRATE S .THI .0 SEE NOTE37HIS5HEET i - %,�1. INSTALLATION NOLES: EMBEDMEM ;.. `•+• - +•`. •': • L USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT-AND EDGE DISTANCE LIMITS. 2:VJpOD BUCKS DEPICTED ON THIS SHEEP AS'1X1,ARE BUC7(S WHOSETOTAL7HICKNESS IS LES$1Fm 1-1tn'X, DOD B EDGEUCKS.ARE f OPTIONAL IF UNIT',CAN BE INSTALLED DIRECTLYTCYSOUD CONCRETE,WOOD BUCKS'DEPICTEO'-A5Vx-.ARE 1-112'7HICKOR-GREATER. �J INSTALLATION?0'THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS-OR AS APPROVED BY AUTHQRtTYHAVING• _ •:i�.':. ' �! DISTANCE JURISDICTION. 3.FOR ATTACHMENT TO METAL-THE STRUCTURALMEMBER SHALL BE OF A SIMTO'PROI1 DE FULLSUPPORT TO THE WINDOW FRAME. UERTUCAL SECTION H-H. <4 I. :IFAPPLICABLE,LOWER DESIGN PRESSURE FROM EIT}1ER 1lWINDOW OR MULLION NOAiAPFLIES TO'WHOLE SYSTEM: A.LYNN MILLER,P.E. j P,wtmm I . I I I I I n I I I I • 9RODACTR��>�P���� as cemp3Ying. Gaildiag ceN AccaptunecNo� '0 G Datc 1, I Dv . j •INiam m'e Pcadat:•t' ASSEMBLY'.DEPAILS FOR ASSEMBLY DETAILS. FLANGE&EQUAL-LEG FRAMES' FOR FIN FRAMES I � >• a � ,.aa ANGLED/CARVEDI ANGLEDICURVED ] � � o FRAME ASSEMBLY FRAME ASSEMBLY }ti '7 0100 p N 90'DORNER SQ-CORNER op N N 'FRRAME•A'SSEMBLY •I , FRAME ASSEMBLY JO J ;� o LU a n Z LL LL CD W uva Z m p 00 oN •" ALL CC RNERSTO. o W Y .+ C9 W ON.Q •ALLCORNERSTO I• USE GASKET I n> p p v Z Z •- USEOASKET / t •o Z D_Z rn p. r SEALANi •ANDIORSEALANT. , // AND/OR t• I V U O .EQUAL-LEG FRAME I Q ®.m F• Sao / co vs R-WGE FRAMEN Z Z p ~ ECIAAL-LEG.FRAME fvtffERED FRAME WITH.INTERIDR• I 1 MITERED FRAME WRH INTERIOR � p m Z AND'EXTERIOR,FRAME WELDS I AND EXTERIOR FRAME WELDS < ❑ � o1aa5 FLANGE FRAME (SHOWN)OR�CORNER KEYS AT a (SHOWN)OR CORNER KEYS AT �, Z SCREW BOSSES.SEALAt TAT.ALL CORNERS ll5ll SCREW BOSSES.SEALANTATALLCORNERB O X N N W r;m �O X .O as GL m uplj •oaap aayog I I Ut. 9llbvll . it .. • A.LYNN MILLER,P.E. P.E�58705 I _ I I I 2.78A4' 2 2.784' 7ABLE.9: .094" .0 Item PGTPart# Dd-lipft. Materlil, .052" .04' .0 1 1 1 42MC 1171anged.Framet, Alum.6063-TS 1.375" Aar w 6—plyiq;%Qh M.F?06& AM' PRODUCTRISN"SM 2 1 42115 JEqual-lig,lFrama Alum.6083-Ts. _T 400" 00� 3 4256 .Integral-Ffh-Frh;pa' -Alum,6163-75 c. A!M 4 42m 7/16,Lami..Glass Sending AIUM.'e063--r5 EQUAL-LEG-FRAME .13T71 5 4254 Beading- Alum,'60MTS 3P $9253C.606�45 #4285,61363-TS- p(odd= I FLANGE FRAME I.G.Glass Bead 1 0 Qa 4270- 1psthilellon FastenerCbwr Alum.606345 RNYRAME 42m Fns7;Fiauon—Fastener corer EtIgid Pvc! -#4256,6063-T5 10 jpssqq qa#Re�t...(ats0k comerjoints). Polyethylene I 14 '.174' F7. ;—F H: P"F1 jj* Flei PVC;,Durd.85-F/-1 1.205' JR-05105116-ADDED THIS SHEET I TP2.4718 VIjyTBUIb WbatlJOTst6j)' .34V 1.37' r— , 13 DoW Iaq9,.'G9'7 WITHwAcEgt a MomPAR-rs.- 20 TIB52K 86ttlog- x Neoprene 4ro.85+/-1 .700 8111cone or Equiv. o .875, 21 7.1704AK]Setling.Block,f;G.3!IW.x 1-.3/32"x.4" NeQPmn%-1)uT0,85'+f:-f .050-- JJJ 29 11i8.x-.14/41k'FK SMS StaInless Steel I .050' M 3116'&1/0 I.G.GLASS IN LU 30 781PQX j#8'x1-:Quad:I?H-9MS- Stainless Steel INSTALLATION zq :C0 GLASS BEADING BEADING FASTENER COVER O #4256,6063-T5 w -03 #4254;:6(%3-T5 #4270,6063-:T5 'N 2 — 0: co '0t z Z tL La w ILL 0 _j LU L) S2 6 0 ALUMINUM LU 0 x:E 07 DESICCANT FILL ARF�A w SILIbONE HOT-MELTSLrM REINFORCEMENT • 1� Dmf? STRUCTUM I B 00 Z Z . ! 511 v mom; z a:z 0 w- STRUCTURAL SIL(CON5 afle"NOM. S116r"NOM LL 1W NOM.. FOAM POLIOSOBUTYLE.N WITH BUTYL& RCLL+FORIVIM SILJCbNESEAL -3 0 DESICCANT _j ❑ Z: OAM z WITH-DESICCANT FOAM. STAINLESS STMFgL EXT.GLASS Elr. EXT. ,S to Co /V Exr.GLASS CIO Z INT.GLASS LL LL z INT.GLASS INr.GLASS INT.GLASS �7< ul KODISPACE SUPER DURASEAL(D &XL EDGE' LU Ju �;: 00 L< 0 CLEL (5..4SG.TPS _§_P_ACER•@kNXTrm SPACER' SPACER u_ Ca TABLE10: paft# Description. Material 75 Kommerfing4SGJFS:Spacer System See this 76 Quanex Super Spacer.nXr with:Hot Malt-Butyl Shea.t.far 77 Quanek Duraseaf:Spacer Materials 78. Cardinal '-Ed Spacer`REFERENCE TEST AP—.1%. —1711,.8 9 68.&8 97JO A.LYNN"MULER,KF_ P.E t try i0 REVISH IIESU iMIT H 11EJ�C1't:i11111a91111 AIT ON NEVIE01ED "ar0HYQUIP,tNWRiMATION Submillafs are realevied for cetifonlifte m-, design Intent r and general compliance:tviiil 0,D Nalr8a Documents ©nly. E�f IAA I�:©ODE Nolatloils Do Not lhfrlborke 01.1ti ". to 001)?51C1 S:[t]T. MUMI 7)ADE COUNTY A tonal, cam�unls ntll�r.cuir�cl�otls dr,,s"i�ot t iieVe P.pUC �CONTRoz s.CTIOrr DEPART M NT Or 14 GULAT4A1! SlY 26 Street,Roont 208 �c INOM 19��htl�> a(8c{3i3 L1a�unlo FBs, - DOAItI)AND CODE A DMIN15TftA iTlt p01�3151a feP C?tnf)in[n ritl grist&tin 6}� s 2590 T(786)31S 2599 ; 1�IO VO OV ACCEP7I' t ns, ,lv(1rr t'sf o '•° �1:5t('itli,. ' . i r inmtdade. ov/econom 1'GT 7<ittlustries,Xuc, ! ,p� r t�HtipSao 15 I'd 3tl611ity of tt+atztlpfs 't„d i;t;, • �S{���lbrou�ihtt f i�tair • 1070 Techgology l)rlve t"O: Will olht�r Wdoo bN st' C �'' "`,�i„ •tiJ��.sE1011t?1Tr n� North'STeniee,TL 34275 tvortt In a.sAto tnt1 seli5fiat3t��titlgnnnft:iOrl 1g ., ; with the Cnnuset Docitnta[1ta. ► �, '- i I .,. i .✓ r t� �, a, U i •i M. NOA is being issued utid .Q lebiules andRp , a4uautt `. . use of construction materials. 'the documentation subtu t'D4��t�e y,� ;'1� d' �t -Dade County t2ER- - Product Control.Section. to be used itfi cle Cotrn y'and° ' e raaa G`uh`et�.allowed by the Authority Hsvhtg Tarisdiction(AH1). /. fl o o t r, NON ' This NOA shall not be valid after the expiration date stated belotir.The Miami Dade County ProduoE Control Section(k`Miam1Ziade County)and/or the AHJ.(in areas.other tlran Miaini,T)ade Cbutity)regetve the right to have this product or material tested for quality assurance purposes; If this prodtict or material falls to perform in the acceptedmanrtoi,the tnAnufadtarer wl l inour the expense of'such testing bird the AIiJ_ ni4y immediately revoke,modify;or suspend the use of such product or material within thetr,litrisdiedon "R reserves the right to revoke this acceptance, if it is deterniurod by Miami Dade County Puduot Control Seotionthat'this product or material fails.to meet the requirements of the applicable building code, This product is.approved es described heroin, and lias been designed to comply with the Florida Building Code,inoludingthe High Velocity Flurrieane Zone Florida Series-TGT11 Clipped.lxtruded Aluminum Tube Mullion---L M.I. APPROVAL DOCUWNT:Drawing No. 63003R, rifled 11Jmpaet ResistantAlwnintun Tube Mullions", 1 sheets 1 through' 25 of 25, prepared by maaufacttirer, dated 09/29/11, w1th revision B dated 10110/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami:Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-bade County Product Control Section. - �A73EL1NG:-Mach-utut-shall-bear-a-permanefit-label-lvitl>_-the-maaufaeturor`s-Warne=or-logo,-city,-sfate,-------�-- moaleVseries,and following statomcat; "Miami Dade County Product Control Approved", unless otltetVis6 . notedhelein. I NTIWA1 of this I QA sl>_all be considered after a.r'enewal application has been.filed and there has been no ohauge in the applicable building code negatively affecting the performance of this product. URKINA710N of this NOA gill ocour titter the expiration date or if there has been a revision or change in the materials,use and/or maaufact ire gfthe pi`bogq or process.Misuse.of this NOA as an endorsement of any product,for sales,adxertishtg or Any other ptupbses shall automatically terrriinate this NOA.Failure to comply`with any-section 04W 904,shall be oairs6 fop teiYningit6#aqd reinbvr>.I.. NOA, AD ?cilsic NT; The NOA riiiiiiber pxeceded by the words Kv ml Dade County; Florida, and foliotive. by the expiration'date may be displayed in advertising literature, If any portion of 41te NOA is displayed,thenAshall be-done in itsentire'V PISPEGTIU1Vt A copy of:this entire NOA shall be provided to the user by the rnat tifact de or its drstiibutots Arid shall be ayAilalilefor inspection it the job site at the request.of iheBuilding O,ffioaal. Thts NOA revises and renew;;`NO,A,•#,+.. .t11 and consists of this page 1 and evidence pages Is-1 and E-2,as iveli as approval doaurztent mentioned above: - The submitted ctocutnentatron was reviewed by Mauttel Perez,P.1C. CS, uatat•naoa courrrY X0A No.16-0%0:3 l'J l;epit<ation Dato: 1VIay 26j 2021 Appraval_Dtc:,Apr11 I4016 ' FILE yg" r PGT Industries,Inc. I+IC'I`ICE®F ACCEPTANCE: EVIDENCE( SUBMITTED A. DRAWINGS 1, Manufacturer's die drawings and sections. (Suhmitfed under NOA No.10-0819.05) B. Drawing No. 6300X% titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 thzough 25 of 25, dated 08/29/11, with xevisiori B dated 10/10/14, prepared by _ manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Aix Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic,Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D.Brinson,P.E. (Submitted underAVA No,10-0819.05) - -- - -- --- --C.----C.A.LC.ULAT1ON8--- — ------ -- ---- ------- --- — — — 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC Stll Edition (2014),prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn.Miller,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1, None. i J manue a-ex,P.E. Product Coatfolykaminer 3►IOA No. 6-02.I8.U3 Expiration Date: May 26,2021 Approval gate: April 14 2016 �-1 I I I NOTES:GENERAL N : " TABLEFORALLLOCATIONSREQUIRING G �NON4MPACTORLARGEANDSMALL 1)DETAILSSHOWNAREFORTHEMULLIONON Y.ANCHORSSHOWNAREINADDITIONTOANYANCHORSREQUIREDFORTHE k;RISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE ANDSHOULD BE �-GEVALUATED BYAN EXPERIENCEDINSTALL£RF,ORTHEBESTINSTALLATIONMEI'HOD.OPTIONAL IX OR ZC WOOD BUCKS[FUSED, GENERAL NOTES.,„.,,..,.,..,..7T_I� m �nl9. uMUSTBEANCHOREDPROPERLYTOTRANSFER LOADS AND ARETO BE DESIGNED BY OTHERS_ 1NSmUCTION&__,_._,__ OxELEVATIONS,...s..„._. daFIGURE 1: MULLTDMULTIPLE OPENINGWIDTIIFORVER77CALMULL ARCHEs7OBE 2)THETYPE/WDNUMBEROFANCHORStSCRIT(CALTO7HESTRUCTURALPERFORMANCEOFTHEMULIEDUNfTS,ML1[.LIONS INSCRIBW INSIDE HAVE BEEN TES•f£0 AS°FREI;FLOATING•ANODO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULLT0IX&MASONRY.. ,i MUll10N5 SEE PETALS L6 MULLTLATIONNRY., ,•.,.� 3 G,H; ECTANGUL4R NOT HAVER GAP OF MORETHAN 1!4'FROM THE CLIP. INSTALL MAsoNRr.,�_...._.�2 SHEETS23 SHAPE I MULLTCSTEELSTUD._,._..._.-.3 tV _ B�3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULLTD MULL_......_.__„__..__3 um I.- i DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN I1160.THE 113STRESS INCREASE WAS NOT USED ANCHOR SPECS._.__._ (O DU ALTERNATATESOUPS..._�,.-4 � N IN THIS ANCHOR EVALUATION.THE 1.6 LOAD RATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULLINSTALATI01,1 •,4 // 1 X275 X.37ULLSPECS_..,..,.,.5 •-1 4)PROPER SEALING OF ENTIREASSEMBLY ISTHE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.375 MULLSPECS...+,_.,_.6 !� `f INSTRl1C7TON5. 1X276 X.7/6 MULLSPECS.`__7 1 iX2.76X.65MULLSPECS_..,.._8 Z �� w EE DETARS It / 11I /ll 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS To DETERMINEPRESSURESAND j X 1126X ZOO MULL SPECS-9 m C) a � aTHRu c: IV III I sEBntsYaL' ANCHORAGE FORTHE COMMON MULLION,SEE EXAMPLES THIS SHEEP ANDSHEET 24.FORMULTIPLE UNITS,CONSIDER L1X4%.izS MUILSPFr_c_ _1q? h M L�_�� 1 ATHRUG; X4X.375TUBEMULLSPECS—II l.. 4 S}IEETS 23 I' -L `II / m So � ONLYTWO ADJACENT UNITS AT USINGTHE DESIGN PRESSUREAND ANCHORAGETABLES.THE LOWEST DESIGN 1 X4X-376 m MULL SPECS_11 � -I PRESSURE OF MULTIPLE MULLIONS 0RFEr3ESTRATION PRODUCTS SHALL APPLY. 126X3.i88X.286 MILL SPECS_12 UJ MULL HFOR L25 X3,26 X.100 MULLSPECS__13 z 63 WHEN FIND ING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLECS). 1.25 X 325 XX24 MULL SPEM-14 O 2 s 1.25 X U4X.824 MULLSPECS,_16 LENGTH HOMZONTAL 2X4X.26 MULLSPFrc _16 Z $ �z Mutt 7)ANCHOREMBEDMENT70 BASE MATF3ilAL,SHASJ BE BEYOND WALL DRESSWGOR STUCCO.WOOD BUCKSBYORERS.MUST J 4 SEE Dzr"LE, BE ANCHORED PROPERLYTO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED ORCOR _. ROSIO14 RESISTANT 2XBX.2SMULLSPECS ,_.17 SHEEYJ 1.2B X2.11 X.126 MULL SPECS—18 ,'-- Il] � r ASAPPROPRIATE FOR SUBSTRATE MA�RIAk DISSIMILAR MATERIALS SHAU BE PROTECTED AS REQUIRED TO PREVENT 30'X3a6 SAY MULL SPECS... is z F. < 0) o REACTIONS. 4SX3.25 BAY MULL SPECS......20 Q 0 MULLION&CLIP DIMENSIONS 11.23 1- Z up Ho FENESTRATION 8)REFERENCE:PEST REPORTS;F L-6443;IE.CO ULTRACON/AGGRE-GATORNOAS EXAMPLES 1 G2-_.-.•_,__,_24 v_T LOADING EXAMPLES _.25 REOFYTYPE 0)MULUONSANDCLIPSHAVEBEENDESIGNEDATESTEDTOCOMPLYWITHTHEREQUIREMENTSOFTHEPLORMABUILDING LU Y Y MUSTBE CODE,AND AI2E APPROVED FOR IMPACTAND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F, Z U) a,�TDT➢R� P457APPROVEDFENESTRATIONPRODUCTSIHAVINGCURRENTAPPROVALS. ¢ ( Q O O Z'(n w 10)MULLIONS ARE 1N COMPLIANCE FORUSE IN THE HVFI2. I HORI7ANTAL JGEELS il)QUANTITY OF UNITS WITHIN A MULTIPIE�MULLM ASSEMBLY IS UNLIMITED PROVIDED T14ATTHE SPAN AND OPENING F-- MULL SHEFfsza WIDTHM A EIGHTOFEACHINDIVIDUALMULLIONCOMPLIESWITHTHEREQUIREMENTSOFTHISNO CLOTH NORIWNTAL LENS INSTRUCTIONS ADDTTIDNALEXAMPLFS OFMULLCONPIGURATIONS; 1)DETERMINETHE DESIGN PRESSURE REQUIREMENT(LBSfFP1 FOR THE OPENING USING THE ASCE4 STANDARD- j HORQ MULLLENGTN-^I 2)CHOOSE A MULLION TYPE7HAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL F'^OPENINS"DTH--{ �— •1 LENGTH r I 8)REFERTO SHEET25TO DETERMINE WTHE WIND LOADING Is RECTANGULAR'OR-TRIANGUCARTRAPEZOIDA!". OP 4)FIND THE CHOSEN MULLION'S MUL110N CAPACITY(LBSIFf 1 FROM TABLES 1A THROUGH i 6A,ON SHEETS STHROUGH 20 RESPECTIVELY,USING •PR6DUCTREYISED NEIGHY THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING 1F THE MULL1014 IS SPANNING VERTICALLY OR HORIZONTALLY).THE m ramplYlPg wAh11 eFloc da { �• BulldiBBCode b21 . OPENING MULL HpRQ MULL STEP CAPACITYILBSlFP10BTA1NED SHALL MEET OR EXCEED REDESIGN PRESSURE REQUIREMENT(LBS/F1'1 FOR THE OPENING OBTAINED IN At4Irdil .I��U• �1 HEIGHT � LENGTH MULL � � /� �H STEP 1). i If�1 LTaIc 1 ZOu L 6)FROM THE SAMETA13LEUSEDIN STEP 4)ABOVE,FWD THE VALUE WTHE NEXT COLUMN ANCHOR CAPACIT'YREQU[RED(LBSI.THIS VALUE HY REPRESENTS THE WIN DLOAD TRANSFERRED TOHE SUBSTRATE BY THE ANCHORS AND MUST BEMETTOATTAINHE FULL MULLION CAPACITY. I`'1iDBI' h°duUQ'B IV SMGLEMULLION SINGLE MULLION �FORP�D^ KQHOR CAPACITY u1s)TABLE ON THE SAME SHEETAND USING YOUR ACTUALSUBSTRATE,CONDITION(MULTIPLE OP aING"07" ALL NCHOR/s BFROM THE A5DUTFIANCH R-CLIPPATTERNMAYAPPLY)SELECTAN ANCHOR CUPPATTERNANDVERIFY THAT HE REQUIRED ANCHOR ����`+,0�,�•EIONr �YN•ar1�(1���, FGRVER➢CALMULL CAPACITY IS MV. `�aaft �,�cGNSF-•.F.p SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IFTHEMULUONCAPACTY t—F'ROBTAINEDIN THETABLEISHIGHERTHAN THE DESIGN PRESSURE REQUIREMENT ILBS/ FOR HE PROMFIGUREf ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY A➢JUSTMENT FORMULA TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED-WITH THIS VALUE ALOWERANCHOR CAPACITY OpT10N MAYBE SELECTED FORTHESAMSSUBSTRATE =y 'D• STANDARDS USED: ej VERIFY THE DESIGN PRESSURE RATING(LSSIFT')FOR THE FENESTRATION PRODUOTTO SE USED AND COMPARE WITH THE FINAL MULLION "P •• y TE e2M4 FLORIDA BUILDING CODE(FBC),STHEDITION CAPACITY(LBSIF11OBTA114MFORTHE MULLION SYSTEM.THE LOWER OF THE IWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION �ANSt/AFSPA NOS-2012 FOR WOOD CONSTRUCTIONPRODUCT1 %C'••FCORiDp;•••a(��� cALUMINUM DESIGN MANUAL•ADM-201U HIGHLIGHT OPT[Y. "A151-S100.07=4010 e)H1GHLlGHTOPTION USED AND 7i LEVgLUESUSEDINASPECIFICAPPL1CATfONWHENUSINGHISNOATOAPPLYFORAPERMi7. A.(,✓)gNIV�(I� FL P.E:#58705 . I i _ I j • I - 1 DE)•AIL E: _ MULLION TO MULLIONn w DETAIL --t .uwlA . �H MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: x MuwDN .'� MASONRY STRUCTURE 1)MAY BE INSTALLED IN`TEE°OR°CROSS" �$ (STANDARD CLIP SHOWN) VIM AS ,�� INTERSECTIONS. Il aa'` x 2)MAY BE INSTALLED HORIZONTALLY Sz z w I (SHOWN)O i 7YP,ANCHOR I c+- RVERTICAU.Y. ERHERTH; I PER SUBSTRATE I SOFFSEDTMII�t I I ! SEETASLES13434i 3)S£EU•CLIP DRAWINGS,SHEETS 21-23 P3 cUP AV+YBE I j I•' TOP VIEW FOR CORRESPONDING MULLION, h �� RiSYALLEDeY 11 1 p EOGE DISTANCE Ml1LUON to to THIS IdETNOD. l I ITEI PO RNJSONRY t ANCHORS I VARIES-� -1 9 I , • I I I I^f 6 II 8ZLF4EEI.SCQ CRP B x q• 'q ��� 3RF•DRILUN60RPREDRILL � Q'_. fn `�MULLIONANDUSESMS m o° 4,.. I (- EXTERIOR 0 m d A I UULL1014 GO O C!J EOGEDiSTANCE ^ ° _ THEOFFSBTCUPIS J FOR ANCHORS N y, RECONM QED FOR //ED Z U z m LB RERSECTfON ALSOOBEUSEOPOR U-CUP F .A OTHERFAAMET(PES EXTERIOR S 7YP.ANCHOR '.d I G Z r 'C PER SUBSTRATE d Q h = r SEETABLES16.130 . I Z G O TYP.ANCHOR ESH o I 3EEE7521.a3 FOR Qh' �L.so--t:) / BUCHSTRIP PER SUBSTRATE, I HOLE LOCATIONS B AND SESTABLESIB-125 FRONTVIEW 0) ATTACHMENT EDGE tL ,J BY OTHERS, I OESTANCE p^ Q Y EMBEGMIFSiT' :i. •; SEE NOTE 1, .•c• SEETABLES F-- Go (a !n I •.• :..: .t..:', •'.� ` SHEEPt. �..-• tB.t38 CJ MW27XSlCONCRE7EOR CMU so M1NZTKSICONCR0EORCMU �B BA3BC SIDE VIEW ETABLESm4•w FRONT VIEW SIDE VIEW DETAIL D. A " 'cin MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: mum _ i)ANCHOR EMBFDMENTTO BASE MATERIAL SHALL SEBEYONO WALL DRESSING OR STUCCO, TYP.ANCHOR J10 PERSUBSTRATE rSEETASIEB ie138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ASOVEARE FOR PICTORIAL REPRESENTATION ONLY•SEOAUSETHEANCHORCAPACITYISBASEDpARTLYONTHEANCHORToANCHORDISTANCE,THESE21��R m PROOUCTRtvlsm CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFERTO THETABLES ON THE HOL£ mcomplying rvitN We FlMidu FOLLOWING,SHEETS.FOR DETAILS A-D,EITHER THESTANDARD OR INTERIOR CLIP MAY BE USED. � ' LOCATIONSmmp`3)ANCFiOR HEAD TYPEMAY BE PANHEAD,HEXHEAD OR FLATHEAD. MUIlWN ® 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.5)FOR MASONRY APPLICATIONS 1N MIAMI-DADE COUNTY,USE ONLYMIAMt-DADE COUNTYAPPROVEDELCO ULTRACON OR ELCO lff S,S,AGGREGATOR MASONRYANDHOR5, ISTEELSTUDSTHINNERTHAN SEETABLES �� p`�1 FRONTVIEWANDCOMPLIANTWITHTHEFLSUILDING TB•13B,A'2XW000BAMCERMUSTUSED. L.0 ATIACHMENTBYOYHSUX EXTERIOR USE WOOD ANCHOR SPECS, SIDE VIEW n; N0,55/05 , NOTES: - 1)FOR 2XWOOD-11ACKEDMEL STUDS,WOOD -0 �• 1 J�F J jU� ANCHOR VALUES MAYBE USED E �J-� + .. 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5.20,FOR QUANTITY OF SCREWS. �Aeml�i � I�P E FL RE.#58705 I I I I - I DETAIL F: DETAIL G; DETAIL H: ^ E FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP' BAY MULLION INSTALLATION (F CUP) (ANGLE CLIP) (ANGLE CLIP) �T$'r;o k 4g SEEDEVULS AE SHEETSIAND S FORINSTAISATION W OR45' .. TOSPECIROSUBSTRATLS. BAY MULL c cV MULLION II o o}}M F- z O O O O I O O O O O J O O TOP VIEW p s S{DEVIEW I I i LUOF- SNOWNMTH1•x4 XA2S' 1 I TOP VIEW I I r1 rn 1 EXTERIOR MULLION i 1 I 22SUUBSTRATE, O ^� b I l I SEETABLE5158 CR 1BB Z j TYR ANCHOR 1 1 '� STANDARD fiWEMONCLIP I 1 PER SUBSTRATE, I I 1 EXTERIOR S aZ MODIFIED TOFITFIELD I SEETABLES 1U.148 m CONDITIONS. II I I 1 Q 2 r r Q-1 I 1 I rxe-NGLEDUP, �-• 1 1 I 1 2 PER MULLION END,MUST BE 4 Ib�v MULLION I I I O 1 1 INSTALLED INSIDE OF DAYMULI- p}.., 0 Z .O 1 y 11 1 I f0 Q"9 >� c 1 1 LiJ 4 ANGLECLtP, I' � 1 I I I I MUST BE W STAU.0 b 1� M910EOFMULL, C- fn a m0 y �TYP-ANCHOR b PERS TILESIS,1 SEE7ABLPS 1Ed4B /✓� +-� STEED M� INTOWOOD,STSEL, STANDARDCLIPTOBE EXTERIOR I ORMASONRY EXTERIOR ALUM.CMU ORMASONRY 14001PJFD RI-FIELD. EXTERIOR O i EDGE LGILOR ` ® �� PRIDOUCT REVISED P as complying with Iho Florida �-'s F f3atldingCode INTO WOOO,STEEL, AeceptwyxNo 1Cn-421$•b ® ALUM.CMU OR MASONRY I 1 EDGE O &cpimlimt Date f2 ZJ DISTANCE uy PER Mien! *:rzv&oi' ANCHOR EDGE - (b 9• r. PER DISTANCE ANCHCR O NOTES FOR INSTALLATION OPTION G S,H: � LYNN,lj4��J ROTES FORINSTALTATIDN OPTIONS 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST HE INSERTED INSIDE OF MULLION. �`���',:'LGENBE'•.,'Q i� 13 DETAIL IS NOT APPLICABLE FOR THE BAY OR 125-X211°X.125'MULLION. 2)DETAIL G:SEE TABLES 1S.148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ ND,ryp705 LOCATIONS. 2)SEE TABLES I1343B FOR ANCHOR QUANVIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEETABLES ISS OR 16B FOR ANCHOR QUANTITIES AND SHIEST 22 FOR HOLE r'il N•�'z 3)THEW CLIP IS NOTSUMABLE FOR THIS APPLICAMON. I LOCATIONS. i fLORN, FL p -705 I I '