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HomeMy WebLinkAboutNOA FIXED WINDOW#6 Opening 27 BY R P l l ip NO >;CONOMIC1iLSOURCES (RE, R) XY xih V•enice,)H'X, 34275 This NQA is being psiled pit titaterials.. Tha dooumoiatadoit Vrotluot Coptrp) Section to be Having Juiistliod9a (ART). This NOA '.j4ll not be 'valid after the expiration date stated billow. The Miami Dade County Proditot Control Section (In Miami-Dadb County) and/or the Apt) (in Areas other than Miami. -Dade County) reftve the right to have this pioilgde or diaferiol tested for ytialiky assttreifco purposes. If this product or m6terlal fails 4o paiform in the-aecepted inannei, the mairufaeturof-Wlll inc»r the espeM6.6f siloli testing and jhP A1U uiay immediately revolve, iitodify, or suspend the use of such product ot-material Within their judsdietion. PER reserms the. right -to revolve this acceptatice, if it Is detorrnined by Miami -bade County Product Control Sectionthtit this product or -material fail$ to meetthe requirements 6fthe applicable bulliling code. _ This product is approved asl described herein, and lras been designed to compiy with.the Plorida:Building Code, iFrclttding Me Mgu'Va ocity Hur icane Zone.-` ID):SCRPTION: Series ITW PMBU DADB COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 T (736) 315-�590 F (786) � 15-2599 mviv.ihiamidade:eov/economy .AP1'ROV.A.L XDOGuwl shoots 1 through 11 of 11, and sealed by Anthony L3 with the Notice of Amol Section, MISSM-B T�MAcT RA LABELING: Each unit I Model/series, and followir noted heroin, RE, NIG, WAL of -this N no change In the applio 1-Ti,PJvM-Arff0X oft In the ,matcrlals; tile, 61 of airy product, for tith to gtimply V► th-gfiy sdul ,A�U'S ItT]<,S 11'IjNT: fplloWed "by the espirt dispiayeii,•theu it xhhllil INS7 AM. OX:.A• cot distributors Old shrill btt This NOA revbcs 06) well as Approval docum The submittoii:doounaser the apppyable rules and reg latiolls governing the Use of const uotioil nigdd boa been reviewed kp4 accepted by MJa bade Cquoty 1t13R - i 3u.MidoDade Cooil ty rind other atoO Aof) 4116WO fey tlzo Authority Aluminum Fixed Window - L L T: Drawing No. NYD-720-810.1, titled "Piked Window Installation Guidelines'; 3ted 64112/43, with rovisioia B dated 05/05/16, pi6pare4 by nsanufactufor, signed i Millet; P,1y:.,, bearing the Miami -Dade Cbdnty Product Control Revision stamp uoo natnbfx and expiration date by the Miami -Dade County Product Cont9j ING: Large soul Small ivissile T III., silt , all bear a perinanont Jabot with ie a fee uei's n e to �?�are; rate ont::"M mul-Dade County Product Oil o A r d' leis othd�rviso s m . tY Pp )A. shall be considered after a ronewril application has been filed and there has been i�le building torte negatively affecting the performance of -this product. ifs NOA will occur after -the expiration date or iftheire has beers a revision ovehange .&Or i 'WVfhdufe bf the product 61• prodesjs, Misuse of this NOS.. as . ehdoisomerit s, advertising or any other purposes sl?ail automatically tormfi ate this NOA. Pailure- ion of this VOA shall be cause . terttiinattoh and removal ofIVOA, 'The p9t> nunnber (iYecetii d. by the tivprds 1VIisnYi Add6 County, Florida, and ion date may lie -&Ap YO in ad*jising jite'rs.1 io. If aay poititin of the VOA is e doire in its entirety. y of tills entire NO A shall be provided to, the user by the mantlfsoturer or its available for Suspectiori ai the job site at the request cifthe Briilding O#6aia1• # 15-0529.7,6 hftd..consiats of thi `aputg- ©-'j.And evideneepages 1✓ 1, �2 and. E-3, as fntmo7 tioued above, fi (1 V G �,• ,: tation was reviewed b .1kil ise V��•�'t,•�,`�/. , f N0ANo•.16-0629.i4: zpiratlon'Date: Tebi hNt y19,2019: f7i�q 11�l:11(lit i •rl: i �Yr.x, ApprovalDti4e: August 04,2016: l PGT Industries, Inc. - A. DRAWINGS 1. ManufactueT s die, ( SuNuilted uAidej,.? 2. Drawing No. MD--• fbi-0310 11 Of 11, mPqfaoAurq, sign It. TESTS .j. Test kdpOr-to oO: 1) 2-P 3)( along -with ma kd( a PVC fined wind spacQt? system, Du )3dg0!i-.'spAu1,r sy� Inc., Test Report 2. Test reports on: -4). along with marked window, prepared t YrL"1212, datad.O.' (Submitted undcv! 3. Test reports on: 1) ) 2P 3) 1 4)] 5)( along with m2u!k-qd- window, prepared b M-305 Of A V TI scaled by Joseph C. (Vabinitted zoidep J) tawings and sections. 9-4 No. 031105-01) P,0-820.1, titled "Fixed Window Installation Gtddelinos", sheets I dated 04/12/13, with revision. B dated '05JOVi6, prepared by , and sealed by Anthony Lynn Miller; P.E. qifojin,Statfic. Air 1'ress.iffe Test, Loading pipt FBC, TAS 202-:94 Irgp-Ms,stp Impact Test per MC, TAS 201-94 (clic Wind Piesstue Loading p6r FBC, TAS 203-94 p. dtawWgs and installation diagiratn of a PVC sliding glass door, and an aluminum sliding glass door, =ing:,1Codisp#oO 43Q VS ealO spacer system, Sbper'Sp4dero' M-TFM spacer SYStdm and ' Xt a. at insulated glas, prepared !)�, Fenestration Testing Laboratory; No. FTL-8717, 1TL�8968 and OTL-8970, dated 11116115, 6xeVectively, iU­si&ied and sealed-byl&lini§'Otoga, P.E. r'Infiltration Test, per FBC; TAS,202t-94 fform Static Air Pressure Test, Loading pet FBC, TAS 702-94 A. ater resistance Test, por FBC, TAS 202-94 rge Missile Impact Test per FBC, TAS 201-94 ,clic Wind.Pxessdf6 Loading per FBd, TAS 203-94 iced Entry Tqt, per FBC 2411.3.2.1, and TAS 202-94 ) drawings and installation, diagram. of an aluminuni fix6d Venestration. Testing Laboratory, Inc, Test Report No. 21113, signed and scaled by Marlin D. Brinson, P.E. )A NO. 13 - 0502.93) r h M-tration Test, per FBC, TAS 202-94 dfbim Stalk Air Pressure Test, Loading per. FBC, TAS .2:.02-794- ItOrAoistahQD Test, per FBC, TAS 2ft-94 r.ge Missile Impact Test per. F.BC,,, TAS 201-94 tlic 'Wind - hossure,toOffig pftE96 TAS 26394 i4kings and installation diagram of an aluminum fixed Feftestration Testing Laborat6ij, Inc., Test Reports No: 4&4 07/18/03 aiid 0713. 1/03:r8spq6tiv6Ty3 4 Aigoea Bud !ANO. 03-110.01) B-1 Product NOAft 629 6-0.14 ,.,T ... . );i1xpikition Datt: ribbrOgi -- 19'.200 Aipioval JDaiei 'Augu'August04",'2-d1i6 PGT Industries, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural analysis; complying with PBC-5111 Edition (2014), dated 05/20115, pxepared by manufacturer; signed and sealed by Anthony Lynn Miller, P.E. (Submilled under p—revious.NOA No.15-0.528.'26) 2: Glazing. Girmplies witty ANTM E13W09 'D. QUALITY A.SSiJ UNCE 1. Mzanit bade Depar�et ofliegulatory and Economic Resource's (RER). E. MATERIAL CERTIk O 1. Notice of Acceptant "Kur array BittaClte 2. Notice of Aceeptanc " • ur aray SentryG _. _.... expixwg ou.07/0411I 3. TREMCO Part No. following: a) ASTM C064 Sp Setting B�-ocics, F b) ASTM. 1*12 Stf Elastomers--Tej c) ASTMD'.9513 1 1580F. d) ASTM r3 624 Te and Thennoplasi IONS No.14-0916.10 issued to Kuraray Ainenka, Inc. for their PVB Glass Interlayer" dated 04/25/15, expiring oa 12/11/.16. No.14-0M6.11 issuod to I uiraa•ay Apaerica; Ire. for their s@ (Clear and White) Glass Interlayers".dated 06/25/15, 1,71E EPDM exterior glazing gasket complying with the icatiop for Dense Elastoiueric CoInpression Seal Gaskets, Spacers with Option II exceptions. 3 ird Test Methods 16r Vulcanized Rubber and The�noplastie an of 1600 PSI. Methods for Rubber Property —Compression Set for 22 HRS Method for Tear Sirength of Conventional Vulcanized Rubber Elastomers of 143 lb/ in. i✓-2 ProductoutrdI am ei. NOA No. Y ':14 Ebate: Yxpiraiion baebru' it 19,1019 Approval Date: August 04, 2616 I'GT Industries, Ing. F. STA.TEAWNTS 1. Statqnent letter of 20, 2015, issued by (,S`ubmMod zimfer j Statement letter of .2. signed and sealed b ( .pbinitted rzr &—p 3. Laboratory complig end sealed by Mani (Submitted under, 4. Laboratory ooinplit 07/19/03 and 07/31� (Submitteit tinder P 5. Proposal No.16-01: - signed by Ishaq-Chz G. OT -+RS 1. Notice of Acceptal 701/720/820" A1ui on 02/19/1.9. i� onformance, complying -Mth FBC-511, Edition (2014),, dated May aanufacturer, signed and sealed by Anthony.Lynn Miller, P.E. evi )ri$,NOA 11tp.15-0528.26) financial interest, dated May 20, 2015, issued by—manufacturer, Anthony Lynn Miller;. P.E. eviousNOANo. 15-0528.2d) .cc letter for Test Report- No. FTL-;721.2, dated 03/21/13, signed 17. Bririscin, P.E. yvioYz . NOANo. 13=0502.03) ce letter for Test Reports No, FTL 3835 and FTL-3850, dated 3 respectively, all signedd sealed l?y Joseph C. Chau, P.B. M No. 03»1105 01) i issued by the Product Control -Section, dated March 09, 2016, rda, P.E., No.15.0528.26, issued to PGT Industries for their Series "PW- urn Fixed Window — L.M.I." approved on 07/09/15 and expiring zVi(auueZ X. 1 rpdgO CA* E. x! ifid.- NOA X6.. 620.14 ExpiratioriDate: Vebkdary 19, 26D Approval -Bide. August•04, 2016 -� -,3 GENERAL•NOTES:SEMES72DIS20:2014:FLORIDABWLDINGC.ODE(FSC)15THEDITION DESIGNPRESSURERATING IMPACT RATING IMP.LCi=RESISTAN. F)XED-WIIVOOW, -At °B --AMTM NDS2012 FOR WOOD CONS-61l1LT[ON •VARIES, RATEDFOR CARGEbSMALL 1)7HIS?RbDUCT)JASSEE!•¢DESIGNED&7FSTEDTO • LUMINUM DESIGN MANUA4 ADM20,O SEE SHEETS;ZS : h6ISSILE'IMPACTRESISTANCE COMPLY wrrwTHE.REOUIREmrtO'FTHE FtbRIDA: �AISISI 0-071,5&2010. BU:LDING•COD4-INCLUpINGTHE H1GH VELDCRY 49'TfP 70=TIP WIDTH• 4r'SUCICW(OTR 4WBUC(WIDiN 4S' BUCK WIDTH HORRJC NBZONE'•IFMP:, ! ' '44.114"VISIBLE 45.1MVIS1BLE 4 414A'VISISI;E '2)SHUTTERS g,RENOT REQUIRED WHEN USED IN L1GFiTWIOTH LLGHTWTDTH ' I LIGHTWIDTH WINQ-HORt1EdEBRIS (?EGIONSiFORINSUUITED GLASS ��I 6-MAX �l INSTAL{fiT10NS•ABOVE3q'iN'T`1iEHVFIt;'THEQUTB'OARO B„SHEET6-I. O,SHEEi7-I �MAX F.SHEETS'� �"-'TMAX. LITEtOAn MUSTMAPERED. t H. SHEE7B 31FORM/SONRYAPPLICATIONS W MIAM6OADECOIIMY: yl USE ONLY WW4-0ADE COUNTYAPPROVED MASONRY _ I -- I•-1. Ji:� PNCH6RS'I.MATERIALS USED.FOR�PNCHOR EVALUATIONS F 4c u O E.9HEET8 E..SHEETB 1NERE$OUTHgm PONE, lLRTAT.c9000NCRETE MASONRY. A I. ,J. I UNIT'SAND.CONCRETE,WITH:MIN..KSIF ANCHORTYPE. SFEETG CS ET] SREET7 G,SHEE78 G. HEI'4)ALLWOOD.BUCKSLESSV MI*1172'HICK.ARET,C BE w pL ---_BUCKCONSIDERED 1XARSTAL'IATIONS, 06.WOOD BUCKS. AkE.. 7 riEIGHr"OP1TONAL IF.UNfT. IS INST91M DIRECTLYTO SUSSTAATEI ` ------- 83•,14,•WOOD BUCKS DEPICTED-ASWCARE i4=THI=OR- 1T MAXA�LIGHT GREATMIXAND-29 BUCKS(VMEN USED):SRALL BE 0.0. O.G I / VI&18LE• 5'MAX I HEIGHT DESIGNED'.:TOPKOPERLYTRANSFER•COADSTOTHE 11GHT O:C. SUC'k;OESIGNAHD:INSTA .;PMONIS• w I / HEIGHT THE RESFONSI811cCI,Y;OFT1dEEtJGit?EERl.(EOR?.O'F2 — TIPTO-•6UG ARCHITECT OFRECORD, CA04 I TIP HMO `. HEIGHT I I S) ANCHOR 6L15RESSNTTO STUC ATERE iNdRORE. BEYOND WALL:L)RESSWG'ORSTU.CCO.USE ANCHORS OE. SUFFtGENT�JNBmriLNT:NARROWJOINT.SEALAMISUS I l I •ON ALI:'FOl1R_CQRNETiS�OF THEiRA?+tE. A'LSTALU1TtON . ANCHORS SHOULD"BE.$E4L•ED.,OVERF,LL I I , SF1d:RlGIFLASHWGSTFtAT GYF,ORINATERRE515TANCEOF e' 1--�'g-+{ �•+-- ITMAKO.C. `--••D-+j jam-- 12•MAX,. Z,. � y,SHErare i WSTAL171TONSHALO'SE OONE•SYOTHFiL4'AAID'JS SEYGSffi EET 9 MAX SHEETfi wx 4 SHSETT J---- 7H@ SCOPEOF TFESE INSTtLUCTEONS: v 5' MAX•O.E. 6) MAXIM SHIMS ARE REDUMMATEACH ANCHOR , LOCA710NWHERE.THEEPR000CT IS.NOT FLUSH TOTHE SUBSIRIITE,USE9WM5O'APABI:E OFT'RAI45FEJG1ING• APp-UEO LOAOtAVOOD BOOKS, B`(OTHER&XUVSE SUFFICIFNrtYf,ANdHORIEM TO'' RI .- .OACS.BNPOSm ON THEM BYTHE 1A www- 7) DESIGN PRESSURES A. NEGATIVEEDESIGN,LOADS,H'ASED ON STRUCTURADCYCI•E TESTPRESSUREIfRAMEANALYSIS AND'OIASSPER ASTM E130. E, POSRiVB DESIGN LO'ADStASED ON WATER•TEVP PRESSURE.STRUO7UW' CtbfG .jM PRESSURE;FRAME ANALYSIS'AND:GVSS PERAS9 M E130M alTHE ANCHORAGE METHODS SHOWN AAVE'BEEN DESIGNED TO RESISTTNEWINGLOADS CORRESPONDINd TO'THE REWIRED DESIGN FRESSURE'THE'33-•IM%STRESS 1NCPS)wE;HAS.N6Y.BEENUSED IN THE DESIGN OF THIS PRODUCT -. THE 1,.5 0cf4b DURATION•FACTOR WAS USED FOR THE EVAWATIAN:OF ANCNARS.INTO WOOD. ANCHORST7-01T COME IMO CONTACTyiRTti'07'HETL DLSSIMILAR MATERWLS SHALL MEETTHEREOUIREb1F31L OFTHEFLORIDA SUILDING'CODE FOR�CORROSION RESISTANCE 9) REFERENCE& TEST REPORTS FT1: 3835. 3650 & 7= g¢O,ULTRAGQN'NAA` ECCO.CRETEFIFX 14OA:ANSL01F-A . NDS FORW007C.CNSTRUCTION ANOALUMINW DESIGN MANUAL 10).THE 720 SERIES'USES,A PVB'INiVRLAYER-THE 820 SERIES-USES ANSGINTERLAYERTHE92G:AND'820.SE kS MAY -ALSO SE REFE{REVAS7HE••701 SERIES, TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP_ FIN -FRAME ELEVATION ELEVATION (TESTED UN(T1 ELEVATION (•TESTED UNM (TESTED UNM I GMI)ETO SHEETS: GENER4- NOTES-._.-_.._ 1 ELEVATIONS...r.._-.—. 1 .GLAZING DETAILS 25 RESIGN PRESSURES•:-....,.. 2S W STALUMON. FLANGE— B INSTAT4ATTON, ECU& -LEG...., ] INSTA JAn0N, INT. FIN A —A INSTALLA710T4. A7. F.IN•B..-._.. B ,CORlE1LA55'-..tdBLY� �0 •EXTRUSLONPROFn'm° 11 PARTS • GST:.�1 i FlGURE I: 1TO.C. SHAPESASSHOWN BELO` Cm SIMILAR. MAY„BEUSED,.SYINSCRIBINGTHES I.IABLOCK MAX„ ANDOSTAINING DESIGN?RmURESF.bR..*ATBLU.CR S=FROMYHk.jrABLES ON SHEET5.2S. ANCHOR SPACING -TO BE V MAX FROM CORNERS AND Ir 0,0.MAX FOR•AL L CURVED. FAAME MEMBERS, SEE 'FlGURE 1, THISSHEET. 12'0.0. / �..----WIDTH WIDTH --j }--WIDTH--[ WIDTH �{ MAX _, IL -LC m I l 0 1� I' a•ul- MAX T j• WIDTH_ ; I"_ WIDTH-1 F•- WIDTH -•••I .I'-".wmTH --j r 1 r -T F--Ii+roTH--i }— WIDTH.-►{ p,- VVIDTtj-rl I••-•wmTA --I Tr IT P �//z •°SG.a•KURARAY.'SENTRYGLAS INTERLAYER':BYRURARAYAM•EMCA]NG, 'PVB'.WMRAYBUTA=&PVSMMP.AYER°BYKURARAYAMERICAING _TIP peope)peen Sheer 1 7116' MI 6' An-.090'.PVB -3Me' HSI L 2 s . v1e• sc rs•. Q PVH..y1c Hs � 4 3 1-1/16"La7011G.(]l1CT+TI76'AV-SITE An-.tGO-PVB-3I18•H6 3 a 1-,ry6'LnmL iG(3116T-T116-A1r-971c HS-990PVB-a(16`HS 3 5. 713E5fid(31t6-iu+-:090•SG-3716-M A :6• 71.18'Laml i&.16-HS-.nQ_g-J118^F6 a. .7 1-,H6•LaITIL•IG ET-•7l1B'AIr-SWIEAn- C90'SG-3l16"AA 5 B t-0!1E mL IGfdLtB'T-T116'AU-3T16-HS.:090'SG-3115•HS) 5 0- � � •101 O m C�d ' I'm y d WMvp W U O Z ax "z dz E o ¢ ¢ W a y Z C-5 ;aayi }za O O �q Z �l"a 3 a, C NC O p X W LLLL C C .......... 40, SBT,TS a -' ( i.• �S7A 1 J�7119I 11:5 A. LYNN MILLER, P.E. P.S.$ S870S meadow O esign Pressure.(++-,ps'j) forGlass Type 1 .Lang Sloe 00)• Gi.718 1 72 6 11 Bo '84 8 92 98• 100. 104 10g•9f2 30 +l-so -440 . +k80 H80 +18Q +1.80 +1.801 +f-s . H80 +1.80 +150 •32 N80 +180 +IBD 4.80 4180 +180, +1.80 H80 H80 H80 +180 34' +/80. H80 +1:a0 40 +ilea 1180- +/.8D• +I80. +80 H•79,e: H•79;4 38 .+/,80 +! a/.80. H80 .H80 +18D +1. •7 +1 .2 175.1 M.73A H•7L2 38 +180 .+18o H80• -AM +180 4-78.1 +776.2 +1.72.G Hd0.3' +7885 -q-W.3 40 H4D +!•80 -TS0' •+/-79:8' +1.77_2 +W MT1-3 +7.879 +1b5.i •f•Gii +f 6 42 H80. H80 +7' 0 N.77:4 H•7R.3. •+ L3. -+f682 84 ' '-,ldtH 8 H 44 +180.. H80 •: -+1- 9H721 +1889• w-as H.622 M59.7 +W's 48 •+780 4-8D: +177:2: -W-73:0. -70:1 +/.Gas +l-f: +1.8Q3 11-577 o 48' 4W -1-W 41.75.6, •+! .9 . +JSB3. . +1849. +/.01. +A582 rF1 50 +/80• -77 , +1.40 H•703 +18@7 +14311• +1.69.T al52 -1.7.11. +1.75.8' H• 24 M58.9 HBi1 +181.b m 54 +177.4• +f 73:3 +170, +aW3 .:44 .•f. +1-72 4143.6 +F 58 +7.74.1 *170.3' & +1- 0.6 80 4727 f!•fiE 6Z 64 +AM7• '+ti85.5 b0 +! f13 8r-718 I +/87 7116' LAMINATED GLASS STACK W16"ANNEALED USED A7 CURVED FRAME MEMBERS ONLY 29 @11-7/6.O.C. MAX B 'DIMENSIONS SHO+dN: FOR FLANGED WINDOWS,SUBTRACT TFROM THEM17-TWTIP OtMENSIOU70 DETE;MAINETHEBUOKDIMENSION- FOR sum NOT SHGWN, ROAJNO.: UA TOT}IE.NEXLAVAILABLE SHORT OR LONG DIMENSION. FOR'.AROHRECTURAL W1ND0WS; RRb.THESMALUESr WINDOWSrZE 1N THE TABLE ASOVEWHICH THE oVERALLQDIIENSIONS ComerELY FTi WR7101. Vffindcw.110 ignP.lessure(+/-,psf)farGfassType 3 W71& -72.tI-.UD e0 '81 88 '96 1 104 -M-U2 .�. +18Q +/80 -0-80. +f80'. +l80 +IBD +/•8D Hmm •1.80 +mo 32 +180 0: +180' •+l80 •! -0 +/80 +480 -1-80 +180 34. , .80 t 80 +l-80 7m. +78D H80 H-80 H80 ,150 H80 30' +1%80 +180 +1.80 'H-90. +180 38• •+F80 +1.80a +180: ;+180 .+180 +f80 N-00 •A79A +1-76.4 !1.74.3 40. HBo +1- - W-80• H :P-M +f-00 H76:7 •l73.b H709 +14i9.42 0 !J +180• +/804-D +177 1731 +1WI M899 +lu H.80 ++78II 7 .* .80. +1•77.3 +174A M•703 +1 +/839 46' +R00. H-00 N•80 e 0 +J 79.2 +1754 :+!- .7 +!•SB.1 gj.;ai- 0 48 •+/83- +-W +IBII +1.80- 1.77.2 +4-73.3 a789.5 Hbi$• H•80, »1.80 ,1.00 + 79.4•• *L .3• +1^3 t +/.so. .+180 qZ0 +7777 +A73 +1835 H62 54 :+ +/80 +179.8. +1.7d' 55• +/8D +1.79,4 •+ F75A - •.80 ,1 -1.77.0 +1. 5 82 +l80 H75.8 Ga +l• aB •+7.7�• s• 67718 ' +f•749 ' P-Ir PVB INTERLAYER: GLASS TYPE 1 1.1/16' NQM. GLASTSTACK 3/16-TEMPERED O.ASS USEDATCUfiVED . FRAME MPMMERS ONLY. ig11-719.O.C. MAX• . ;1a ..., • . EXTERIOR a .NOTEW i}BUCK:DIMENSIDNSZnOWN.F,OR'F.LhNGED;WINDOMIS, SUEITHACT 1• PROM THETIP 10 I le 1MEN1I111 TO 11; 111- WETHB SUCK DIMENSION. kj'FORSQESNOT.SHON/N,'ROUND•.UPTo-rdp-NE) FTAVAILABLESHC=. R,L010DIMENS10% 3) FOR ARCHOECTURAL WINDOWS AND THE'SMALLL•ST. WINDOW BDJ�'IN Z1•IETABLEABQVE.WHICH THEOVERALL QIMET5lON6 COMPLETEr.YFRYlRHIN. GLASS TYPE 3 . GLASS WE r'+- LONGS,IDE SHOR'7 /f J f� LONGSIDE ++•� SHORT // .� -c1'• _Y �_ SIDE. � O r O y o TABLE DIMENVO.NS MAYBE .0 C9 W a N ORm4TmWERTICALLYOR 0 -I N HORIZONTACLY'ASSHOWN. z LL ^ tL SO -a 00 UJ 0'•U_ X 2 4 Z 02 c °N ur m 0 .L O. s o �Z aZ -0 to•= -- I, •?176-lATmIVATED 'uj GLASS STACK 311W HEAT %STRFJ4GTHENED GCASS "'"1 LU SIDE 0 m Z 1�y --- 3)16-ANNEALED GLASS en .03a•PVB. �]j'' F 0 en z INTERL-AYFR j c Z ly M. I 4 LONG � O �, N c SIDE W rc y i� GLASS BIIE U tL O fl_E m11 x 4aua 93. SHORT SIDE A. LYNN CALLER• P.E P.EASSMS SDLSS#7,d 'd.TnM NNATV v2� Oace. Tf(r �ro m m� �t z z W m O r .M, Z-v Z-'• o v m z w B rm_ C rrr UJ to r N a.O N O f7o(o ,p N j 0 0 _ a SQIS. 1!lOAS, Ti 301S• ,j 3015 .uIOHS Y• 3dAl'SSYI`J 3118.SSVf9 3015 JHOHS -� •SJS TT 3 zs q iaOH S OH � ll3AV'Rl31NI BAd.060— I 30I5'JNOI Ssy-1gMAM41ZN3N1.S1v3HS1/E- 305 'JN07 SSvtO 03N3HLJN3ai51tl3HBUE I '17MOHS SyAIZVIyOab0H.' 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EmjAL-I9dVN466IKS.DO NdT.UsEWRRFIN+FA .VVINO0W5. E C v OJ W O UJ n 0.Z kl Z D. b fL 1�0 LU uMaJp ❑ Xy o F•VU Z m p 4 ox TAELEDIMENSIOHSMAYBE O 7A10 ORIENTEDVERTICALLYOR c O p e Z f v1a NDM HOIiTZON[AL YASSHOWN. Z a Z `? w U_ 7116+LAMINATEO L GLASS STACK 7A O'LA1r9NATECI LONG O GCliS55'AC7C . I �'- GLASS STACK 0] SIDE g Q IW`SGINTERLAYEF 311E TEMPERED GLASS r NG SIDE - LU o� 1 3H6'}jEAT _ C .. ... .-.-.._......-.-.._..-.. STRENGTHENED.GCASS.. ... ..-711W-AAjRSPACE •;.�•• INTE O r2 6' HEAT STRENGTHENED GLASS LO ,8 N 3116' HEAT STRENGTHENED � t7 co .. :.. ... 2 3H6''HEAT57RENGTHE_NED GLlSS,� '. � -09C�SG RLAYER SHORT °Y � y Z SIDE O: 4 ti • S. SHORT �¢ Z C , USED AT GUi1Vl-D USED AT CURVED /� :SIDE �- FRAfVI0EMBERSditY , 28 618" .FRAME MEMBERS ONLY :•1Z9T; ~ Z �© `GLASSBRE• '11.7JW4.C:MAX GLASS SITE . x LU aL LONG SIDE ESG•ERIOR EXTERIOR' � vn6 za0 :vws I t<71 - /� : ?D. 13 �] tfae 21 13 SS DE LONG `r C,LASS:TYPE fi GLASS TYPE 8 u p SIDE - • . f SHORT SIDE aLYNH�PE P.E7169705 �t•wDoa•BUOEwr)uP EDGE DISTANCE OR•FRAMING,SEE 1 NO1E2,YHIS&iEET f INSTALLATION TYPE A '� EMSFDAtEpT _ � FEE 6isTRt'10E ��••{��tl�PMAX � + SfiIM • v TYKANCHOR.TYPE , + EMBEDMENTANDEDGE DTANC$t'1>#S7R/SESiSHEE St LSEE7ABM., • 11SEAAT�CURV,Eb •29• •FRAME MEMBERS ONLY • '(�tt 718.OA. MAX. CONCREIElCMU PER -ANCHOR REOUIREMENE• -wtNDow >�ox - auDK HDGF{C a Y14 MAX,SHtM •� .� WltlDOW! i 0725TI0. HEIGHT VISIBLE SELF•DWLLWGSMS LIGHT (l3;;PET'ABLEa. HEIGRT•a THISsHEET WINdOW Buck- HEtGTTf= INSTALLATION 2.314' METHOD D INSTALLA7WNANCHOR INSTALLATION INSTALLATION TYPE'C TYPE S — EMBI�MENr ix woos BUCKSmP; li4' MAX SEE NOTE 'THIS SHEET r SHIM TYP.ANCHOR7YPE;EMBEDMENTAND EDGE OISTANC$PERSUBSiRATE,: p1 SEETABLE S.THIS'SHEET IL EXTERIOR VISIBL'ELGEiC W117f}fo —_-.-{ wwabweucYc WIDTH- 2.314° WINDOW BUCI<WIDTH . - o-7)PwENDOWYnDT)� HORIZONTAL SECTION A A •rear o a. . - ....... - _ ... .. .. UNDERNEATT•1YHE. . ' •- EXTERIOR. ' MIAMMAOF APPROVED MULLION 2'I . ;(5<ESF�ERATF NOAI,ALUMPIUtA. STEEtF11AM2NGORSTEELSTUD. SEE WE STRA7E PROPEitTIES, TABLE S.THIS SHEET• S r114' MA)FSHIM 1 3dBEDM�NT EDGE DISTANCE y' • AeeMr Suhafnt¢ Emhedmeat Mas O;C. -spacing I= or'.14410 SS scmw ' .T.5a4lnem P M ISCs-m 81 1T Alomlavm'E253-T5 milt. UASY •A38Stmel 0A63•• a.3?Ermm! 12• . SImm1' ; LiC 33 minS 8 Ga 'P.T.'Sootlnm Mae iSG=0.5I-w 1Y Alwmmom.KI &MIn. mA83•• 12` SIoeISWd.Gr.33mIR 9!8• ' .8A651• 00457 T18-Ge •' ItY 1T VP 410 SS rmleFla l Unemntad CMU..(ASTM C•88) 2-V2' 1-114•' tY Conomlo (MIM 3.35 ksD 1' law 1T . tIS steel Lilracort camera .Imim z85 tall 1• I-Va• 12- Conamt0 (MItL:zasks 'Z•112' I-w 121• n1 GM11- . M Gam) 2.11r 1-117 :1 Grouts GNIk• t.a Z•1!T I V4' 1T 5)1B: Stael UDraeon 'Canerow In.'-Lo • 1-114' A.3I4' 12• Gromt�CMU.' G8W 2.112 17/C 12' G - •MIN. OF 37HREAOS BEYOND THE METAL SUBS)RATE. 1%WOOD:BUCKSTRP,, • SEENOYE2.THIS'SHEET • , ? • . 'CONCEMTE PER ' .EMBEDMENT - - - i-•' ANCHOR INSTALLATION NOTES: a• _ .,'� ••' .. :REQUIREMENT' 1. USE bNLYANCH011s Us mD ON THIS SHEE'T.FOf10W la1BEDMENT AND EDGE DISTANCELIMRS. I 2.W000 SUCKS OEPICTED ON THIS SHEETAS'IIX•,4ARE BUCKS WHOSETOTALTMICKt ESS ISLESSTHAN:I-1!Z". YX.WCCb BUCKS ARE INSTALLATION �+— �� TYP.ANOHOit-TYPE, EMBEDMENT OPTIONAL. IF UNIT CAN BE INSTALLED DIRECTLYTD.SOLIDC014M E WOOD B11=15EPICTED,AS'-XARE1112'7HICK'ORGREATER DISTANCE ,IVD EDO•E,DISTANICE PER, INSTALLATION TOTHE SUBSTRATE OF WOOD.BUCHS TO BE ENGINSINIDBY O)HEmmm-APPRO�D.sYAUTHORIT7:HAVING TYPE B' ` sussTPAM.SEEtAaLEiL HIs-sAEET JURISDICTION. VERTICAL SECT[ON B-B 3. FOR ATTACiiMENTTO METAL•THE STRl7CTURAL1yIEMBER SHALLBE 9P'A'SIZE.Tb71.iOVID@FULLS1iPPORTTO'fHEWINDOW FRAME i 4. IFAPPLICAI.E, LOWER OESIGN PRESSURE FROM EITHER WINDOW OR'bNUAON NOAAPPUESTO WAOLE SYSTEM. II Ocnt et '0 O r W� SO t'a7 X, z rNh IL SO J vKOJO N G 2j,t1 P o t1J C g w F M. Y 6 �xw pO n > p .� z z D z co 0 t- o Z O tb 6 g U) F r•,� J F z to Ir o v _ tL a1Lt tt- 'avp win A. LYNN MILLER; PZ P.Efl 60703 EDGE DISTANCE 2XwooD 1aUcxsTTvrP ORFRAKNG,SEE NOTE2,THIS9HEET INSTALLATION INSTALLATION TYPE Gs TYPE F 1XOTE 2. THIS SHEET EMBc07MF1Nf sEE NOTE 2. THIS SPIFFY .EMBEDMENT . INSTALLATIlN TYPES —+) �— SHIM Max TYP.ANCHORT%PE.',E7ABEDNIBlTAND G FFo 6HIM EDGE DI6TANCE PERSUBc7RAfE, _...__ MENJ' SEETABLE9r,-[HISSHFEr. EDGE i •. i, 6 EDGE DISTANCE •�D'T�T j 2%eoaRt�m3wMal daeFTeriGa BaldmgCoL: DISTANCE 2 I AdeP>coreNo7�0'OCo 4 1Dew ..6 - 2 SHIM TrP.ANC86RTYPE - \ .. IIy ' Do2aPloecst oral EMBEDMENLAND EDGE - '11 DISTANCE PER SUBSTRATE, SEETABLE9. THIS SHEET -, 11. . FMIE�RK)ft .•• ti n u ' EExrm-0R. /\T'-'•'t USEDATCURVED 29•.F.'RFME•MEMBMONLY vll TBDCMA% •• 4 l y 11. `•' -. •� •' I vv CONCEUI�NSIBIELIGHTWDTH WNDOWBUCKWIDTH-Z=44'_� '3' '• REECUREI�Y r WINDGWBUCKWIPTH .• WINDOW PER'ANCHOR Buac HCMZ-ONTAL SECTION C-C FMOIREMENT HgOinf 17b"MAX:'S}iIM � �•�— t62STEEL- 58.F-0RiLUNG.SMs ' VISIBLE. (Gn SEETASLE THISSHEET� TABLE 9: \\ H ' ExrBnRt V AnaRar I SbcVaTO MIn. EdW Dlmmuz MIn.EmiadrmnL Mak O,C, ,BP=aln9• '=Wo '1d 410 ss semw P.r.'sauSum P no IS -435 1 3ir. 77• Alumin=50 ;K7 111 n. A/S- 0.081• • ar AZBsSeot sre• 3.os3 - ar SImI SIW, Gr,33 min. 3/S• 0.0a tS:Ga 1r #12 or914Sed Sommyip0) P75ewnem Plne SG=0:S5 8r1S 1:V0• tr aa.m. eoaa-rs mct. ASS Sorel 4r 31S• o 0.0m,• 1r tY StealStc7. Gr. 33 rrdm 2W 0.VW-rI4G2)- tr 11d• d10 Ss tZlawFla Urmmute CM ,. C80) 2•T/r• 1-7 r. t Conamle (mh 32S 1:51) 1' 1-aw I 1/6Slowumcon 1r 1r mmZINc 1+3dS Tr UnOMULBd CM . (ASTM 080) -11T. 1.114•' 1r GM]HMU.(ASIM•OSD) 2.11r .I-WIV 1r 91B steal Uamcan Cdnarete (mkL3Sleq 11/4' 1.�i74' tr . Gm:nm CMU: .C-00) 2-Vr. 1.V4' .lr • MMOP 3THREADS 8EYONOTHEn7E7ALSU3ST%4E. 1XWOOD BUCKSTRIP; ' SEE NOTE 2, THlS SHEET s �• CONCRETE PER, EMBEDMENT . _ • • .• ANCHOR 71NSTALV nox NOTES: y 4 ; REQUIREMENT 1: USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGEDISTANCE OMITS: • - •,•' •• 2-IN RUCKS DEPIOT90 ON THIS SHEET 45'1X',, ARE BUCKS, WHOSETOTALTHIOWESS.I-Irq THAMI=ITL'.SXWOOOBUCKSARE INSTAALLATION 1 EDGE TYP:ANCHORiYPE EMBEDMENT OFno."XIF UNIT CAN BE)NSTALLED DTREOTLY•Tq SOLID CONCRETE. WOOD SUCKS DEP)CTi�, —ARE i-11r. MCKORGREATER TYP£ F t DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGIN9iRED SY'GTHERS OR'A$ 4PPJ:OVED BYAUTHORTTY HAVING SUBSTRATE, SEHTABLE'9, THISSHEE'T JURISDICTION. .' VERTICALSECTION D-D 3. FOR ATrACTLMENTTO METAL: THE STRUCTURAL MEMBERSHALL BE OFA$=TO PROVIDE TULLSUPPORT70 THEWINDOWFRAME. 4. IF APPLICABLE LOWERO@SIGIN PMS4 ME FROMETT'HERWINDOW OR MUWON NOAAPPLIMITCWHOLESYSTENL c F ao CR R CD N 40 Z a V •O JU �-, CL W 00 F- L m O O xb ,0 p. z 1-z a ° 5 F z O f- O n o Z_ < I.- law W O r. a D."a IO Ir xn0 FN, A. LYNN MAZER. P.E •P,Eii.atn0s Mill HEIGHr7 "AINDCW SUCK- HE(HT- INSTALLATION" TYP.6 OR ♦ 'MWA.DAD.E APPROVED MU WON '1f (SEE SEPERATE NOA), ALUMINUM. �_ B STEEL. FRAMING OR STEEL. STUD. SEE SUBSTRATEPROPERTIES, All ' TABLET.' IS'SHEEr ' 5 �+f1A•MAXSHI(al• ' OR FRAW Nii, St:E IEFTf7v.Tl EDGE —«•� EMBEOIABRT INSTALLATION INSTALLATION 1RSUBBTRATF. I N7O'TE2.THIBSHE ffr TYPE J TYPE K 10,THISSHEEI EDGE EDGE 1NSTALLRifON DISTANCE :DISTANCE 'i ��MAx EDGE DISTANCE i`IPE I 2x WOOD•BuClC57'RIP' 2XV WOODBUCKSTRIP ORT-'RAMING; $EE U 'OR FRAMING SEE NOTE4, THI55HEEi I 'NOTE2,THLS•SHEET 114'.MAX } TYP. ANCHOR TYPE;•Er1SEDM•ENTAND .SHIM' 111 EDGE DISTANCE PERSUBSTATE, B. SEETABLE10,71OSSHEET 4 EMBEDMENT EMIBIDMEM USAMEMEM29R EXTERI6FY 29. FMtdEi.MEMBERS'ONLY4F (aj11.71At O.C.MAX WINDOW BUCK HEIGHT LIGHT HEIGHT - WINDOW,. - BUCK HEIGHT- 2W INSTALLATION' TYPEJ fA' MAXSHIM'. INSTALLATION. 7YPE L $10 STEEL •SELF•DRULNG SMS (GS).' SWTASL,E i0: THIS SHEET ' v VISIBLE LIGHTWMDTH� 'S . WMDOW VJGK WIOTH-2.3/C WINDOW SUCK'WiOTH HORIZONTAL SECTION. E-E TABLE7D: mla sitE• e v B 2XWOOOBUCKSTRIP 11EXTERIOA ORFRAMING,SE6' alDxristeel serav °•M3^AI=Inum.60a3.T5 NOTE2,-*ISSHEET' r114' MA(SHIM MIAMO.DADE APPROVED MULLION � t (SEP SEPERATE NOA).ALUMINUM. 'N: OF3THRFA056EYONO THEMETA4:SUBSTRATE. -- STEEL•FRAMINCOR STEEL STUD. SEE SUBSTRATE PROPEL TIES. TABLE 'IO,THIS.SHEET EDOEOISTANCE .INSTALLATION NOTES TYP;ANCRORTYPE,EMBEOMEW 1. Use ONLY ANCHORS USTEOONTHISSHEET- FOLLOW EMSEDMENTANDEDGEDISTANCE'L1MIT5. �- EMBEDMENT AND 3DGE•OISTATICEPER SVBSTRAMSEETABLE10.1US'SHEET 2.WOOD BUCKSDEPICTED ON THIS SHEETAS-1)C, ARE SUCKSWHOSETOTALTHICKNESS IS LESSTHAN•I-10.AXWOOD BU=ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTp SOLID CONCRETE WOOD BUCKS DEPICTED'AS+IDC ARE1.12' THICK OR'GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKSTO BE EI GWEERED-SY OTHERSOR AS APPROVED Br -.AUTHORITY HAVING VERTICAL' SECTION f-F .IURISDIC IOK 3. FOR ATTACHMENTTO METAL• THE STRUCTURALMEMBER SHALL Be OF xstmT0 PROVIDE FULL'SUPPORT TITHE WINDOW FRAME '4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM ETHERHER WINDOW OR MULLION NOAAfPUESTO WHOLESYSTEM. 4LYNN MILLER• P.E P.E9387DS INSTALLATON TYPE NI FOR'THIS INSTALLATION METHOD ONLY, ANCHORS MAY BENO ® MOPLETHANV.or Wimow BUCK HGIGHT v1HIBLE uGHT; HBIGHT= ANDOW EDGE aR'FRAMPIG,.SEE DISTANCE�.t;—mz.T iSSHEET Epsom , ENT 1V4'MAx �,_Fw'TYT?.'INC110A1, DMENYRt4DIDGE I DtSTAaOE PERSUBSTRATE sEBTABLEII,IH13 SHEET ISED'AT auRVED EDGE 4RATiiE t1IE - ERSONLY DISTANCE �17 j{S'�O.C, MAX. .C4 F R 114- MAX. SHIM INSTALLATION TYPE O ift:1B INSTALLATION TAETFI0'ONLY,,. ANCHDIis MAY BE 14 0 o tJIORE Tl1AN8•C.o. a1125TE[1 SELF-DFttl.LSC{G3M5 (G6), SEE THIS st1HEErS E'Er 7T I INSTALLATION TYPE M FOR7HI5INSTALLATION . Q�7gEpM METH00 ONLY, 114' MAX ANCHORS BE NO 9NIM ® UORETHAN W O.C, i - iXWOCDBUCXSTRIP•,SEE NOTE � 7H13 SI•IEffT I NOTE 2, INSTALLATION TYPE N �-•�j— EMBEDMENT • m EDGE rc . D ISTANCE' o ONCRETEICMU—•-�. ,� -�- -�- -CL- L% I PE;Ri1NCHOR > •.sy �_ NSIBLELIGHTYVIDTHn MMOWBUCKWID.TH-2a14• REOUIpEMENT Lv r WINDOW BIfCK WIDTH E�1'EAIOR }O N •t oo co .O 0 IN 1�1 K HOhIZOhI i AL SECTION G-G, O. M •N i -j R IQ1il n o UU Xy d fl � TABLE11: 'LLJ Z O m 10 � •qv 21, TIP. ANWlurc frr, e. BSTR �Lrl II DCTE711DR J DISTAOME'Oak ' DISTANCE'FER$l1HSTRATE. `J 45 SEETABLE 11, THIS SHEET 5 MUIM14=EAPPROVED MULLION �114•MRXSHAS (SEE SEPERAM NOAj, ALUMINUM, STEEL. FRAMING OR STEELSWD. SEE SUBSTRATE PROPERT16S, . INSTALLATION TABLE41,THM SHEET 1XWOOD BUCKSTRD' Anchor SUDalcdc TL!�lattco . MIRsmbedmem O.0 MBaptelng :12 er;F14 410 SS 5cftt't'• P.T..Soult M Pkfe SG=0.55 ., -811C 1.3187 S' Al-f-M 6063- m n. 31a• • us . - a, A36steet air 0:063• 8" Stec Stild..Gt: 23 drL. 18' CRW. 8 Ge 8' 012 cr o$4 S1eeJSunw (L P.T. SoWhem PEte(SC--D. SA16' 1 3/r ,8• ALmllnum, W53.73 mim A366tcal 31W 318" 0.0w, 0.D63"'. .w S Sleet Stud. Gt: 33 mh 3/8' 0.045.1D Gal ' S• iW 410 SS Citt6lex j Utctouted U, IASTM C•80: 2.11Z 1.1/4' 1Y. CNtctcle (min.3.S5 kep. t•' I. V4• Sleel URtacan Conemle In.ZBSK • 1! 1,V4" IT �acteln m n.2J16 .24W 1.31a' AT. LI uled U. IASIM 6B0 .2-1W 1.114• IT Gnarled OM G .1 ` tal<: 12 51W Steel Utraea0 'COICRIe 3.6 k6 1-V4• 141W IT Gnnde CMU. 7M�G00 2-VT I-wv IT u mO — �Z OO o �z n z U O J Q� h a U. Q 0 Z Z laJ,G Z 10, 2 . C 10Qu tim UU. U. Jel � 200 MEN SFE NOTEZ IHISSHEET rvuri•�rJ ,nncnua ocr�nvincmctw auwtrtntc .•��- ;•r a. •,�- 1NSTALLATfON NOTES: . EMBEDMENT . •�•% '•;• 1. USEONLY•ANGHDRfrtISTEL ONTHIS SHEEP. FOLLOW EMBEDSAENT�MID EOGEDISTANCEUMRS • - '• .r 2. WOOD BUCKS DEPICTED oN imssHEErIS•TX',AREsucK5WHO5E.TOTAITHicKNEss Is LE5 SHAM-ittiXWO0DBucKs ARE OFTIONALIFU4R CAN EEINSTALLHD DIRECTLYTOSOLID CONCRETE WOODBUCIESDEPICMD'AVWARE1-1FY7WCKCR*-GREA7M EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED 11YOTHERS ORAS APPROVED BY AUTHORhYHAVING• DISTANCE JURSOICTION. 3. FOR ATTACHMENTTO METAL-7HE STRLfCTURALMEMPFR SRALL BE OF A SMEW PROVIDE FU .L'SUPPORTT07HEWINDOW FRAME. VERTICAL SECTION HRH ,. V-APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WNDOW DR MULLION NOA AppuE5 T0'WAOLE SYSTEM: .t • ALYNN MOJ.GR, PJi. P.EJlSSIOa /§ k� ;a m U3 a R., 1070 TEWNOLOGY DRIVE N. VENICE, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 0EAT.GFAU7ti.4UZ9& (941)-480-1600 . v - FIXED WINDOW ELNES IZ-'l 411PJ131 INSTALLATION GUID I QlBbM, EXTRUSIONS AND CORNERS IS414116SOWS191 gPW-720j -720-820.1 1£1 B,' PW-R20 14 NTS IDOFIIJ,�, MI? Ttam' PGTPart. DescriplIon iNatedcl' 1 42530 jFlan9ed.FMrM. - Alum.6063-TS 2 42a5 Egualaeg.Frame Alum. 6083d5 ' 3 425S Intogral•FIhFP.Me' A17T.•6063-TS 4 4256 7/16." LsmL• Glass Bearing Alum. 808375 6 4254 I;G. Glass Beadteg Alum, BMVT5 8a 4270 • lostaW; n Fastoner'Caar• Alum, GD63•T5 8b 4224 IrwWaliort Fast enerCaw RIgIdPVC: 10 7055W Ga�lc jet So" comerlelnts} Polyethylene• 11 TP247Aa V'mRiluibmewberstip Rex, PVC;,Duro.S6+/_t 13 Dow M,:GE 7700 SlEcone crEgLrW 20 T16MK SetHng•131gc% Mchb; 31'l6'i 7/16" x4• Neoprene; D4M.. 85+/--1 -21- -7.1704AK Settlrg lock; I:Q3/16":x 13132X.4"-- Neopreno,•Dum.85f/.�1 29 .. , #5 SMS - Stelrtress Steel 30 781PDX.. >e'z.1"'Quad'PR•SMS•I StanT�ssStael STIRU&URAL POLYLSOBt7TYLEN WITH DESIOCANT E M GLASS-V U/ --INT. GLASS 76• KODISPACE. �:4SG•TPS STRUCTURAF llacoNE s FOAM WrTR DESICCANT z.724° s:7ec —..t .9sa• TII� 9ya•-...II..._ 1 osa• A ,Or b74' .a74'� I • 1- :afi2' 137s^ 1a7s�. �-F-4r--q SOo'Sao•g-.875' .ov P 1Ao0', r .aSD's°mc 4+-- :a50•maas OFLANGE FRAME I OEQtJkL-LEG FRAME I 'L� .97T $4253C, fiU63-T5 942115, 6063 T5 .f--. OFIN.FRAME • #4255. 6063-75 ...LLir -+-{ 1.03J" .6r5' .H7 I 3116E & 1/4= I.G. GLASS INSTALLA71ON GLASS. BEADING BEADING FASTENER COVER 4 : 4258,6063-T5 5 #4254-,6063-7'5 sa 4270,6063-TS —INr GLASS SUPER 7a SPACERQNXT"' Part# Description Material 75 KornmwGng•4SG:TpS•SpttwSy3tem e,tgis heet for Sh Materials 76 Quw=Super.SpagerWvAh'HotMeitButyl 77 QuadexDuraseal'Spaeer 78 Cardinal•X-•Edge•Sparer .aur+r�nr.cme,r`' NT FILL'AREA POLY150.tr, BtIfYLEIJES/16' NOM: 5116• NOM. SEAL BUTYL& LICONESEAL DESICCANT ROLL*ORMED- FOAM STAINLESS STEEL EXT. GLASS EXr. GLASS TNT. GLASS LASS DURASEAL© XL Er)GE"" SPACER SPACER m .7R'.a5105r18. AD6ID THISSHwr �WITH�SPACERS Q 8 NAVEO PARTS V 2 m g m tL e n o x vg7 0 0 v NzuI C map � ~o. ci O •LOPMO O Z .-z iz m S U O J in Z Q r ©:q F- z CO Z s •a rn = p CO z_ LU O X a. ni. u =rru m 7== A.LYNN WLLFA• AF RU S8705