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HomeMy WebLinkAboutNOA; Series PW-701,702,820 Aluminium Fixed Windowf�u6,6 File Copy M IAMI.1 .� PMAIM DADS, COUNTY 0 PRODUQT CONTROL SHCTIO.N DEPARTMNT Or REGULATORY AND ECONOMIC RESOURC) ((RER) 11805 SW 26 Street, Room 208 BOARD APW CODE ADM MSTRAT'ION DMSION T (786) 315-�590 F (786) 315-2599 NOWE,1 D�'_ACC'�'i.,FT,NC i' (NOA) tinny Yhiamidade.f�ov/economy North Venice, FL 34275 5Ct)7�g: This NQA is being issued tinder the applicable rules and xegulatiops governing the use of construction taterials. The documontation submj4ed has been reviewed and accepted by Nami bade County TER - Produat Control Section to be used.iit.MidniiDade County find other areas where allowed by the Authority Having Judsdjotion (AHI). Tiffs NOA shall not be valid after the expiration date stated belgw. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AI37� (in areas other than Miami Dade County) Tgseive the right to have- this product or material tested for quality asturatice purposes. If this product or material fails to perform in the accepted inattner, the manufactu ei -will incur the expen§e o f such testing itnd the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves theright-to revoke this acceptance, if -it: is determined by Miami Dade County Product Control Section that this product ormaterial fails to meet the requirements of the applicable building code. This product is approved as described herein,, and has been designed to comply with 'thellorida'Building Code, including the High Velocity l3tuaicane_Zone,- APPji6VX )lOCilhEkNT: Drawing No. No-120-sio.1, titled "Fixed'Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision D dated 05/05/16, prepared by manufacturer, 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 -Dade County Product ConttoI Section, 1LABDLIWG: Each unit shall bear a permanent Label with the manufacturers name or logo, city, state, modeVseries, and following :statement: '%Eami-Dade County Product Control Approved", unless otherwise noted herein. RE, IV>vWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 1.11 tMMATTON of this NOA will occur after -the expiration date or ifthere has been a revision or'change iti tits materials, ttso, acid/or marittfacttire of the prrodtict ar process.'Misuse of this NOA as An endo seinent of any product; for sales, ndveriising off' any other putposes shall automatidally terminate this 14OkPailure• to coirtply wA any section of this NOA shall be cause forterini' ation and removal of NOA: ,ADVERTjSE11 Wk. The NOA number.' preceded by the' words Mbfiri: Dade County, PIorida, and followed 'by the expiration date may lie displayed yn adV4ttisipg Itte�atuie. 2 any pbitWft af'the NOA is displayed, then it sha11 be done ih its entirety. INSPACT1lON .- A copy of this entire NOA shall be provided to. the user by the manufacturer or its distributors aprd shall be available for inspectioxi at tha job.siie At the xequesi of the Building Official. This NO A revises i!TOA# 15-D528.26 atrtl. consists .o this 'Age -j,Md evidencepages 1J-1, L-2 and E-3, as well'as tt roval document -mentioned. above. s r (, 'The.subiMtt i:dooumentation was reviewed by..t a�t� e�M-A nr ; WPR =1, is I � v N IN 6 ;. � '' : •, ` , ; ;��G ra ,onli+e: a NON ai Iisttet ,A gust O NI S�: ; kIlL1►)1, °fr'� Pagel FGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer' s die drawings and sections. (Submitted mulerNOA.No. 03-:1105.01) 2. Drawing No. lkM-7204201, titled "Tired Window Installation Guidelines", sheets 1 through 1.1 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller; P.E. B. TESTS 1. Test reports on: 1) tyniform.Static. Air, Pressure Test, Loading per FBC, TAS 202 94 2) Large IVlissile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading. per FBC, TAS 203 94 along with maxke- &up* drawings and installation diagram of a. PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super'Spacer® NXTTm spacer system and XL Edg6TM :spacer system at insulated glass, prepared by Fenestration Testing Laboratory; Inc., Test Reports No. FTL-8717, ii�'L-S96S and FT.L�-S970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed byIdalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS. 202-94 3) Water: Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TA.S 201-94 5) Cyclic Wind.Pressure Loading per FBC, TAS 203-94 -6) Forced -Entry Test; -per FBG241-1:3-2:1?-and-TAS 202-94__ -- -- - - - - - along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL=72112, dated.03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted wider NOANo. 13-0502..03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 - 3) WaterResistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,. TAS 201=94 5) Cyclic W n4 Pressure Loading per .TBTAS M3-94 along with marked -up drawings 'arid ingglation diagram of an aluminum fixed window,.prepared by Fenestration Testing Laboratory, Inc., Test Repbrts No. FTL-3835 anc1 I TL-3"O, dated 0,7/1`8/03 and 0,7/31/03 respectively; 01 signed ai d sealed by Joseph C. Chan,'P.E. (Submitted under NOANo. 03-1105..01) Man el pel ex, FX, Product Co tr& . amiper NOS-. '6-O.G29.14 1Wpiratidn Date: Abr►iary 19, 2019 Approval Dates August k,*2016 E-1 ]PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDDENCE SU13AUTTED C. CAILCULATIONS 1. Anchor verification calculations and structural analysis, complying with FB C-5"' Edition (2014), dated 05/20/15, ptopared by manufacturer, signed and sealed by Anthony I,ynn Miller, P.E. (Submitted under previous NOA No.15-OS28.26) 2: GIazing, complies with.AOM E1300-b9 D. QUALITY ASSURANCE 1. I1/lami-Dade Department oRegulatory and Economic Resotuces (RER). E. MATERIAL CERTMCA.TIONS 1. Notice -of Acceptance No. 14-0916.10 issued to Karar-ay Amer iea, be. fox their 1"KurairagButaclteO PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/.16. 2. Notice of Acceptance No.14-0916.11 issued to ]Kgraray America, fte. for their 94K-ur°aray SenhTGlasO (Clear and White) Glass Irnterlayers" dated 06/25115, expiring On. 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense'Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D3.95B Test Methods for Rubber Property—Coingression Set for 22 HIRS - 158°F. d) ASTM D624 Test Method for Tear Strength of Conventional' Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. MaAue] 3'roduct Contrajl _ er NOA No.1 9:14. Expiration bate: February 19, 2019 Approval Date: "gust 040 2.016 E-2 FCT ludustries, Inc. NOTICE OF ACCEPTANCE:. .-EVIDENCE SUBMITTED F. STATENENTS L Statement letter of conformance, complying with FBC-51 Edition (2014),. dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony.Lynn Miller, P.E. (Submitterd underpreviousNOAXg.15 052826) 2. Statement letter of no financial interest, dated May 20, 2015, issued by.manufacturer, sighed and sealed by Anthony iynn. Miller; P.E. (S'ithmitted anger previousNOA Mo. 15 0528.26) 1 'Laboratory compliance letter for Test Report No. FTL-7212; dated 03/21113, signed and sealed by Maffln D. Brinson, R.E. (Submitted wader previous NOA No. 13-0502.03) 4. Laboratory -compliance letter for Test. Reports No. FTL-3935 and FT1L-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealedby Joseph C. Chan, p.E. (Stibmiited aaxderNOA No. 03-1105.01) 5. Proposal.No.16-0125 issued by the Product Control Section, dated MV rch 09,.2010, sighed by Ishag Charida, P.R. G. ®THEE 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW-- 701 /720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring on 02/19/19. Product Contr Eza finer NOA Nq.:. 629.14 Expiration Date: February 19, 2019 Approval Date: August-04,1016. GE E841 NOS R -Sw720lf12t1 �1tulPilCTi=R 9(STANT:FL:EL•) WiNDDW 1)THIS-PRODUCT HAS BEEN DESIGNED E:TESTF.DTO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDAi BUILDING CODE; INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). '214H017E.RS ARENOT REQUIRED WHEN USED IN WIND-SORNEDEBRIS'REGIONS: FOR INSULATED GLASS INSTALLATIONS ABOVE 30', IN THE "4THE OUTB'OMD LITE-(CAP) MUST TEMPERED. 3)' FOR,MASONRY APPLICATIONS IN'MIAMIL&DE COUNTY, USE ONLY MIAMI-D'ADE'COUNTYAPPROVED MASONRY ANCHCRS..MATERIALS USED FORANCHOR EVACUATIONS WERESODTREA6 PINE, ASTM,C9q CONCRETE.MASONRY. UNITS AND COM1ORETE WITH MIN.KSI PERANCHOR.T(PE. A)ALLWOOD.BUOKB' LESS7HANA-1121THICKARETO BE CONSIDERED 1X'INsTAuATTONS 1YWOOD.BUCKSARE. 'OPTIONAL IF UNIT, IS INSTALLED DIRECTLYTO SUBSTRATE, WOOD BUCKS DEPICTED -AS 2XARE 1.112"-THICK OR -GREATER..1XAND2X BUCKS (WHEN USED)'SHALL BE DESIGNED':TO'PROPERLY-TRANSFER LOADS TO THE STRUCTURE. • WCOI)' BUCK DESIGN AND. INSTALLATION. is, THE RESOD NSISILr(Y,OFTHEENGINEER;.(EOR)OR ARCHITECT OFREOR CD. (AOR). I 81 ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE INSTALLATION SHALL BE DONE BY OTHERS ANDJS.BEYUNU THE SCOPE OF THESE INSTRUCTIONS; 8) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR_ LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMSCAPABLE OF TRANSFERRING, APPLIED LOADS. . WOOb BUCKS; BYOTH,ERS,,MUSTBE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 71DFSIGN PRESSURES: A.NEGA . DESIGN LOADS BASED ON STRUCTURADOYCLE TEST:PRESSURETFRAMEANALYSIS AND GLASS,PERASTM E1300: B. PC rNVE DESIGN LOADS'E SED OAS- TER•TEST PRESSUREATROCTURAW-CYCLE TESTP,RESSURE;PRAME ANALYSIS AND GLASS PERASTM E,300. 3);7HE ANCHORAGE METHODS SHOWN'HAIIEBEEN _ DESIGNED TORESISTTHEWINOLOAOS CORRESPONDING* TOTHg REQUIREU 13ESIGN,QRESStJRE;THE'334ra% STRESS 1NCfLEASE,HAS•NOTREEN:USED IN7HED.ESIGN OFTHIS PRODUCT, THE iA LOAD DU(tAtOI4FACTOR WAS USED.FOR THE EVALUATION.OF ANOH(3RS INTb'WObO ANCHORST}TAT COME INTO CONTACT WITH;OTHER,DISSIfAI' MATERIALS SHALL MEETTHE REQUIREMENTS.OFTHE FLORIDA BUILDING'CODE FOR COR90SION RESISTANCE: 9):REFERENCES: TEST REPORTS, FTL:983.5; 3850 &7212;. ELCO-ULTRACON NOA;,ELCD.CRE7EFI:EXNOAI;AN3VAF5PA NDB FOR WQOD'C.ONSTR"r" ANggLUMINUM DESIGN MANUAL 10)THE 720 SERIES,USES.A PVB [NiERLAYEA, THE 820... SERIES -USES AN SG INTERLAYEM THE920 AND-S20 SERIES - MAY -ALSO BE REFERRED-ASTHE.701 SERIES. 02014 FLORIDA BUILDING CODE(FBQb STH EDITION DESIGN PRESSURE RATING IMPACT RATING aASTM,E130M9 OANSLAF&PANDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE 8 SMALL • LUMINUMDESIGNMANUAL,ADM-2010 SEESHEF-TS24 MISSILE IMPACT RESISTANCE 4AISPs 0-07/S2.2D10. 4�TIP=70•TIP WIDTH 47"'6UCK WIDTH' I 487BUCK WIDTH 48" RUCK WIDTH '44414"VISIBLE 45-114' VISIBLE 45.1/4`VISI84E LIGHrwclTH ! .I LIGHTWIDTH LIGHTWIDTH •4- t" MAX. I -�I 6' MAX• F;�SHEET 8 2° MAX, g g({EET.a I; D,sHEET7�rrH.SHEET9 A I A .BS„ I E i -5c E,SHEErB I E, SHEETB SHEE i SHEETB BUCK SH' 7 i SHEETT SO" G. SHE ;B G, HEtc.T9 HEIGHT BUCK L HEIGHT VISIBLE 12" MAX / 93.11r I VISIBLE LIGHT O•G I / VISIBLE' 5'MAX. I / LIGHT HEIGHT LIGHT O.C. HEIGHT 96• I HEIGHT 9E' i TIP TO I I HEIGHT TIP HEIGHT I 1 I 6". L-.-B'--�{ .I+- 12" MAX.O.C. 6" L—D �j I"�- 12' MAX. O.C. FrSHEET.9 MAX SHEET. MAX. SHEET 7 2• MAX: H, SHEE7 9:1 5' MAX:O.C. TY�F ,��FR� TYP. EQUAL -LEG FRAME TYP. FIN FRAhA—E+E�LEVAiiiTI���ON ELEV !10+ ID UNPIiUNPIi ELEVATION (TESTED UNIT) BESTED UN� FIGURE 1: � GUIDETOSHEETS: 12.0.0. !\ -- MAX. GENERAL NOTE$....,..._....-.,...- Y � ELEvATIONs:„:_.—......_........ 1 ! .GLAZING DETAILS_....s„„„.......-2-5 DESIGN PRESSURES.e..=•...„.„.r, 2-5 12.0.0, INSTALLATION. FLANGE,...-._» 6 MAX.. INSTALLATION, EQUAL -LEG...„• T ,INSTALLATION, INi. FIN'A,...... 8 ' INSTALLATION, INr. F(Na—„ 9 / .CORNERAS6EMBLY...:„.„„........10 6. EXTRUSION PROFILES.-._._....„11 M PARTS -LIST.„.,.:..„..... I I TyDaeedpfmn sheet _v- 7L16'rLoml` iGJ]�n OBO,RVB=31t6'.HS1 f2R 2.716 ml IVHS•.09TPV&_'EHS' 2 3 1111p LemLIGI .l T-711E.AU•3116-.L-.090'PVB-3ll6.Ks 3 4 14116•LamLIG(3116"T-711EAIr-3ltEHS-.090"•PVB-3115"KS 3 5 7110'Wml 116'AO-.090'SG.3I18'An 1,18-HS-.090' 4 8• 7116' Laml ( SG-311E HS 1 4 .7 1-V1E LamL- IG 3l1E 7.7l18"Alr- 1QM-.090"SG-3116"An 5 B 1-1/1E'm4 KiTdf16'T-711EA0=311E FLS-:OBO"SG-.3116-HS 5 •SG'?'KURARAY SENTRYGUIS JN7CHLAYZ:W UT KVIVVt^T fw.e iA� 4INL .'PVB'='INRARAY BUTACITE° PVB INTERLAYER" BY KURARAY'AMERICA, INC. SHAPES AS SHOWN BELOW OR SIMILAR. MAYBE USED BY INSCRIBINGTHE SHAPE•INA BLOCK AND OBTAINING DESIGN.PRESSURES'FORTHAT BLOCK SIZE FROM THETABLES ON SHEET.S.25. ANCHOR SPACING TO BE 6"'MAX. FROM CORNERS AND-12' 0:0. MAX. FOR:ALLCURVED FRAME MEMBERS, SEE FIGURE 1,THIS SHEEr. �—WIDTH_ {'""" WIDTH -WIDTH -•^I IC0__ )—WIDTH WIDTH WIDTH + -.1MDTH 1 1 1L- �] ±L J f� WIDTH WIDTH -"-I J—vDTH —1 ru =I I S2 . m i IPA iI I.1 LU co L g j In n0}1 7 ux � o70p co O'm N W O-7 'rnJJ o = L ^ LL .m-' z W t; -.9 uwa0 UU X� C3 0 m z Iw m o .m pMd' o�.Op v z z n z rn y _0 g J y 4 L�LI J w LL O Ja�YB „ 0 m . y O w O � z '¢ Z z O C wUX W pcl0 a. u- upl rosap wi!�S 77 ..... Q�7iri i............ r sF �"�- �:- • . _fib nlo. aa7Ds •= =: $116 �� 1 3,ATc OF '. ACI�: ',,,�OA- t� r• llll Jil w1 l. A. LYNN MILLER, RE PZ# 58705 ,.Wl doWpDsign,PT�ss)us,��F+p forGatts e.1 - _ I - ^+Long: IaeAm :�• _ #00i b32 "afam _:'�1:8um1 Ong, 72 1 76 90. '84, '88 92 11 S. 100. 104 ' 1MI12 • !$0 A .+1.80 _ +!$0 _ +/AD +/•80 +1$0 +!$D. :.- +IBD Q-85 +1.8.0 +tm'. +I-w +I$0 +/•80 +140 _ +!$D tl.80 +1$0 +1.80 +FBg 34; +1.80 A.1.80 +I.Bg t/:e0 tlz0 +!•80' fJ•80: +/.80 +,BD. ;/-79.8• +1-79A 36 +140� +1.80. �3�7 +430 �+/$0 +!•8D +1,79:7 +f-772 +1.75.1' H-73.4 +f 722 38 +1$0 +1$D • +/•80 +/$0 +/•767 +1-762 7 +l-7E6 +170.3 .+l$85 -l-m3 40 +1.8D +1.80 •+-79;8 +l•77.2 . +1.76.3• W-71.3 +1$7.9 ' +I$S.1 . +l$3A W-61.6 ' 42 +480; +l•80 r!•77:4 +J.7M1.3; *J:77.3 +t•68'2 r!$M7 +181.6 M59.8 +1.58.2• _ - +f$0 '+!•75,4 +/T21 rl$89 tl$5.8 +!$22 N59:7 +/+S/.5 +1A0 tt-80: 2: =+/•73.B 170.1 +1$88 +A83:6' *1$e3 y-57.7 +1.80 +1.79.3. 6. +/-71.9 +/$8.3.7 +17D3 +t$&7• h!$3.1+/•79.. +1.75.8• 4 +/.68.8 P521 +!77.4• + 73.8 5 •4157.3 +!•S3.S Z +1•bb.3 +174.2 +A70.3'ia. +!•727 +/4G17• 88 I +J$h3 .87.7/8 1 +1-67 7116'LAMINATED �J GLASS STACK 090°.PVB INTERLAYER 3flWANNEALED•GL''.dSS Wls7 HEAT STRENGTHENED GLASS. USED.AT CURVED ' FRAME MEMBERS ONLY 29 C 518" @ 11.7/8.6;6. MAX GLASS 917E LO GS.IDE�- 1�. T- SHORT EXTERIOR I SIDE a 20. 13 ' G . 3& TYA 1I>♦ �--• LONGSIDE -►••I •NOTES., SHORT f/ '1)SUCKDIMENSIONSSHOWN:FOR FLANGEDWNDQWS,'SUSTRACTI' FROM THETIPTC-TIPOIMENSIONTODETERMINETHEBUCKDIMENSION. $IDE• i� 2) FOR SIZES NOT SHOWN; ROUND: UP' TO THE. NE!(T..,A7/AILAnLE.SHORTOR LONG DIMENSION. 3) FORAROHITEOTuriAL WINDOWS; FIND THESMALLESTWINOOW:SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLYAS SHOWN. rno��o� VVindow.Resign P.tessure (+I,psQforGlass Type 3 LcD9- Itlel n) 67 718 1. 72 76: 4 80 ;84 1 88 4 92 1 .90 100 104 .109.112 1 30. +1$0. +l:80 +1.80 t!$0• +1$0 +1.80 +/a 1 +/40 - +Ia +$D +l$D I 32 +/-80 -[-80. 1 +/•80 R 0 +1$0 +1.80 +1-w I +I-80 +1.80 +/ 80 +1.80 34. +-80 .+ 0 N•80 +1-80 M$0- +!•80 +l-80 +I.BD +/•80 +1$0 +1$0 36- +/:80 - +1$0 1 +1$0 +/•80 '+1$0 '+1$0 l-BD A1$0• +!-Bg 38- .+/$0 +1$0+ 1 +1.80 41$0. +1.80 -Aso +1.80 +140 +/79.4 +1.76.4• -1.74.3 40. +1$a +/$0•• +1:B0 +1-60 +l$0 +!$D + -a0 . +t 76.7• +f 73.5 +/ 709 +1-69 .Afi •i .80 ,+!$0 t,410. +1$0: rl$D *1$D• +f7t tA73i1' +!$9.8� t!$B.9 +1$5.2! 44 +1$0 '+y80 r/$D +/-BD .*f�BD. +�1-77.8 +174:1 +/.7D3. +167.6' +1$39 q0 +It10, +f,80 +l•80.+I$0 '+179.2 +1-754 '+1-71.7 48 •41.80' +/$0: +1.80 +l-W +/•772 +1.733 +A69.5 A80 +1-724+ +1.75.3 +1•71:3 4/$75 52 +Y$D +IAD +1.80 +1.77.1 +1-73.51 -0-615 ''+A80 +149.6.. +1-78' +171.8' 5Si 4140 +18.0• - +7,77.5 +!•73.6 58 +1.86. +1.79.4 4.75.4 .60 +]AB +1.77.8 +1-73,5 64 +l Tee `1f-74• as, +1-77.2 87-71a +1:74.9 1.1/16'NOM. CLASS STACK 7/16'LAMINATED GL1ISSSTJiCi( L 3116'HEAT _ I SHORT 3/16. TEMPERED GLASS STRENGTHENED GLASS ""�1 SIDE 7116•AIRSPACE+ 3/16°ANNEALEDGLASS •--� 080" PVB, 11' INTERLAYER IQ 5. 1 LONG USED AT CURVED . S18° SIDE FRAME MEMBERS ONLY 29 ®?1.71W O.C. MAX. . GLASS 917E 1-3 . 1.21' EXTERIOR C] rsT '13, SHORT' SIDE GLASS TYPE 3 . NOTES. 1) pUCK:OIMENSIONSSHOWN. POR'FLANGEDIWINDOWS� SUBTRACT 1' FROM THETIP 70-TLP DIMENSION 70 0ETFR.MINE7HE SUCKDIMENSION. 2)F.OR•SIZES NOT SHOWN, ROUND. UP TO THE NE rAVAILASI:E$HORT:dR LONG DIMENSION. 3) FOR ARCFIITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THETABLEABOVE;WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. I LU J ;z; � co ADN It v 0 ❑ is a1o0 O o w W m w c 76 N t Z LL ^ Ij N m U-0 ❑ V.0 X o U1 Z O TG I' m O "T ❑ Z) (7 'oN �m0 111 Y �> C50 z Z. az o�i r •- s;o � Q ¢ � LL cV 0 co z W 0: -99 3: I co co In 1I Z Z K UP s LL O Z nC,4 a to a x LL 0 0111 '�sa0 smog A. LYNN MILLER, P.E. RE.A58705 A TABLE*. Window Design Pressure (41-, ps�.TorGlass Types 2 & 4 La00Side (m)- 67-718 72 7fi SD 84 .88 ,82 96 100• 104 109.112' 112 110 120 124: 120 132 '136 140 144 .30 32•'. ,34• 36 +18D +R.BD +1.8.0 .+J-80 . , 4A80 +f. 0 t/.80, +141D +/-80 +1.80 +1-80 +/.80 +180 - -+R80. M4)0 +180 +l•80 +J-BO iABD' +/A0 .+1410 +1.80 .+00 +'r-80. +680 +1.80. +J•80 +1.80 +l-B0 i•/ 80 +/-80 »1.80 •. +/•80 +1�80 +180 ' rt1.80 +FBD + .BD +/430 +/-80 +F80 +J-BO +1-80 *f 80 +14D. +1.80 +680 +l-SO +J.BD +J 80 .+/-80 +1E0 4/-SD +b80 +1-50 +1.50.- +680 +!.&7 ./.SO +F80 +1.80 +ISO -4-30 +1-80 +f-0 +1.8D tl-8D +1-80 +/.80' '+/.80 +I-80 +r-80 38 "+b8D 41-80 +1.80 +FBD +1.80 +/•80. +/410 +h80 a/•8D i/80 +J:80 +ISO +1.80 +/�80 40• +14i0• +l.,80 +1-80 +hBO +r:80 .+680 +T80. +7.80 +/41D +14D +140 +1-80 42 'M-60 +1.80• +RO +F80 +f-80 +1.80 +1.60 +/•8D• +/$0 +/80 ;71 " 44 *1.80' +/.80. +.80 +1.80 +1-80 +r.8D +J410' +/-BD +b80 +/-80 46' _ +74i0 '+I.80. +480 +14)0 • i1•60 +/430 •+l-80 +180 +1•80 '0 48. '+-80 +I.BD• w1-B0. 3J-80 +1$0 .+/-80 +(-W *680 0. N:SD tf-80 " +r•80 +/$0 +I-w +FBa +l.80 Q: .52• +1.80 vf430r +/_BD.. +1430 +R60 +!•79.1 N 54 56• +f-60'1 +1.80 +J430 •H-80 +1.80 W-80 :+1.79.1 +178.8 6D. +1.8 +!•80 +179.3 62. 64• +f.80 +r410 677re *J.BD iUItz: T) BUCK UlMENSIONS SHOWN; FOR FLANGED WINDOWS, SUBTRACT 1' FROM-'fHETIP TO-TP DIMENSION TaDETERMINETHE BUCK DIMENSION. !)FOR SUES NOT:$HOWN, RO.U,NO SUP TO.THE'NEXr AVAILABLE.SHORT OR'LONG DIMENSION. I) FOR ARCHITECTURAL WwCdwS, FIND THE;SMAIIESTWINDOW SIZE IN THE TABLE'ASOVE WFDCH'fHE OVERALL DIMENSIONS.DOMPLSTELY FIT WITHIN. 1'1116' NON. GLASS STACK 7/78',LAMINATED GLASS STACK GLASS STACK 2-GST'ACK .090a'PVB INTERLAYER .3/76'TEMPERED GLASS 8116' HEAT.STRENGTHENED GLASS 31`16"HEATSTRENGTHENEDGLASS 3116"HEAT 311WHEAT&RENGTHENER'GL/1SS STRENGTHENED GLASS TN6°AIRSPACE I ,09D• PVB WERLAAYER i � )1,SED-ATGURyED 'USED AT CURVED' PRAME''MEMGR'.1, NLY 38• 618• FRAMEMEMBERSONLY 29 �' I 510• - I%O. MAT% GLASS 80'E. •(a�i1'•7/B°O.C. MAX, I ; GLASS BITE Rio EXTERIOR 'EXTER � 75-7e 21 I 13 MASS TYPE-2 GIASS TYPE 4 TABLE:DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORMONTALLYAS SHOWN„ LONG SIDE ff GSIDE ,a1� SHORT r SIDE SHORT, SIDE �-- LONGSIDE --� SHO ,r��r LONG SIDE SIDE J SHORT - I SIDE ILL) C7 co co (D n. .- } d. f` o .a C N a1. rn O M a N Ir O.-I N� o z o = W Z :3 �D �k U: U X y Z DEAD W r� Q7 N Z a:_ rn O J J Q -E d F O t•7 ® N f J LLz cc 7aaVS 3e co p U' �Ix z G u.Z Z IL 111aS NN X W ad IL n 8111 'a%aD savoS ABLE 6 WfindoW Design Pi0sure'(t1-,'p'sf)YorGlass Type 5 Lang Sloe (ID) 67.718 72 1 .76 80 04 1 as 92 I ' 98 100 104 109.112 30 +901,125.4 .4901120 3901.1155.:+901.111:5' *qw-108.5 -+90f-108. 49W.104b. +90-103.5 +904102:6 +901-100.i +9d-97.9 32 +90f.116:9' +901=110.8. r9 .105;3 +9N:101A +9N-98.7. +901.9i7: +9pJ523 +9I71-90.6 4;N.90.3. +1499 +/.89 . 34 +9041G89 .+901-101. +901-98.8 +90Y?95.1 +9W-91.B +1882. +184.4. +f•81.5' +J8D,1 +14-19 +179A 38 .+901:102.8 +901-97.1 +901.928• +J.88.9 r185:5. i1.826 +179.7 +1T7.2 41.75.1 4173.4 +J-722 38 +901.98.4 t9N922 .1.86.7 +!•83:2 +f-80.7 41781 .+175,2 . +1726 +170.3 ib88:5 '+f•68.3 _ 40. 4901.94;6 +148.2 +1.82.6. H-79.8 +/7k2 :+1.743 +1.71.3 +/.679: +1-05.1 +1,83i4 +141.6 42 +qD1-91:3. +J44:7• +1-80,7 - +P7.4' +/-74.3 +'/-7.1.3 41.88.2 +/-64.7 i1 1-0• +Ib9:8 41•58:2 :44 +/-8&3 +1824 +1-78.91, 1 +1.75:4 +1-721 +188.9 +155,8 t1,62.2• +159.7 +1.57.5 S. '46, if-85.4 +I.80.8. .+1.77,2: +1.73.6-. +l70.1 +15&8 +1-GL5. +1•SD,3 4/57.7 48 +1.82:7 .+1,7%.3 +I.fb.8. b1:71,9 +f•88.3. t1.04.9 • +1.61.5: +IS0.2 4° So +/-80.9 +1-7J:5 M-74.1. +f-f I +f.BC'T +/-03:7 +J59.-r C p 52 +1-791 +1-76 8 +f-724 +J 6B;6 +1651 47 51.5 N 54 +177:4 w!- .8 +/:70.5 +/-6Z;3' +l-63.5 58 rl-76:6 +1.72 +1.65.6 0-65.3 fie +/-742 �+1-70:3 +f-08.8- .60 +.727 +I.6B.7 +/-W 62' +1.712 07.1 64' +1fi9.7 rJ-65.b 65. +TG&3 67.7/8 I 7/16" LAMINATED GLASS -STACK i 3116°ANNEALED-GLASS 4 11. USEDATCURVED FRAME MEMBERS ONLY 29 011-7/8° O.C,MAX. i-3 i EXTERIOR a 2G: .090"•SG INTERLAYER 3F16'ANNEALED.GLASS .5J6° GLASSBITE- LONG'SIDE -� GLASS TYPE 5 i i -KDIMENSION. COMPLETELY FIT WITHIN. • Wrn'dow D_esign:Piessure (+J-,.psf) forGlass Type 7 Lmg SIOe Om -.67771 7 72 70 _ 80 84 '88. 92. 1 95 100' 104 109.112 30 •+904130 +9W-.130 +9G!-130: +901-125 +901.1226 '490f-019.0 .+g01.11&1 +--W-147 +95-113.8 +901-112.7 +901-109.9 32 •+9W13D •+9Gf-1251• +90/,116:9 +9d•114.8. +90/•111.5. +901-108.1 .-9D/'lQ4.3 +901-10-4 +907-102' +901.701.4 +90.99.7 34, +9D11231 +80f116:4 +90h111.2 +9W-107.5 +9W1D:i8 :+901-997 49W.953 +9W-92.1 '+901.90.5, +1.93 M89.8 _ 38 +•901418 .+9L7.10&8 +901.104.8 +9( -100.5 •+9WA88' +901-93.3. +1.90 +1,87.3 +/84:9. +1.82.3 +/-81,2 ! 38 +9W111.2. +9W1042 +9W-97.9 . +90/.93 �+9W91.1 +f-8&2 +184.9 +/-81:9 -W9.4 +176.4 +1-74.3 40 +901106:9. 40W 99.8- +90f-934 7+9N.90,1 +l-87.2 +144 +I80:5 M•787 + •73.fr r/70.9: +J 89 42 29W403:2 r90<J5.7 +9W.9 .2 +/4174 +l K +f e&B 7+l77 +1-73;.7 +/895 468,9 +1Z5.2 44 +901.93.7 +10-93d +1.89t1 +/-85.2 +1.81.4: +I-T7.8 +/-7.1 +170.3 +1.87.5. +l$39 48 +9W=95.5 rW;91.3 +1.87.2 .+1-M.2 31.792. N.75.4 +1.77.4 +f8&1 H-05.7 I 48 49WA3.5 +p39,8 +/55A .+/-81.2 +1.77.2 +1-733 41-815. +15i•8 -49W.MA, +(.878 +/83.7 +1.79.4 �:i/•76.3:. +1-713, +F87.5 62 +J-Sa4. +1.855 +1�1.8 +1.77_-7; 4173,5 +IZ9.5 N 64 r1.87.5. +i-M4' +1.79.8 ' +l-76 +F71.8 58 +1-056.. +/-87.4 +1.77.s +h7.3.8 58 +b83& .. t/79.4 -1.75.4 fi0 +L•827. +1.77.6. +173.5 62 +180A +f.75.8. 84 +/..78a- +I- 4 ea +1:772 I .67,718, 1 W4469. I NOTES ,- SHORT SIDE LONGSIDE SHORT SIDE .1�. TABLE DIMENSIONS. WAY BE ORIENTED:VERTICALLY OR HORtZONTALLYAS SHOWN: V16' LAMINATED GLASS STACK I SHORT ANNEALED GLASS -"'I SIDE 16' ANNEALED• GLASS _ O90° SG INTERL4ER• 5 Ll USEDATCURVEO . L FRAME MEMBERS ONLY. .29.$18" 9! Si I '@ 11-7/W O.C, MAX. GLASS SITE 4-3 EXTERIOR a 1674 21. 13. SHORT SIDE GLASS.TYPE 7 GLASS STACK 3/16' TEMPERED GLASS 7/16"AIRSPACE _ 1).eUgK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP-TO•T1P DIMENSION TO DETERMINETHE BUCK DIMENSION, 25FOR;9RES.NOTSHO fN, ROUND UPTOTHE NEXFAVAILABLE+SHORT'ORLONGDIMENSION. 9) FOR ARCHITECTURAL WINDOW6, FIND THESMALLEST•WINDOWSIZE IN THE TABLE ABOVE WHICHTHE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4j'THIS•SHEET•APPUESONLY TOFLANGE-AND'•EQUAL-LEGWI oV*6oNOTUSE'vmflWmmEDWINDOWS. c Window Design Pressure (+/-, po for Glass 9yrpes e & 8 long De 1 ' .67--718 72 76' 80 84 BB 92 I Be 10D 1 104 109.1)2 1 112 110 120 124 128 122 135 140 144 30 +901130. 49Uf.130 I +90IT130. . +901.130. . +901.130• +901-130•j21-11 30- t901.13D •l901.130 +901-130 +9N•130 +901-130 +9N-130+ +901.130 +901430 +901.130 +W-130 +901.130, +90/•130, +901-130 32 +901. 30, +90143D •+901.13a +90R130 +901-130 +901.130 30 . .+DO/.130 A9N130 +901.130 +961130 +901.130 +90113D + -130 *901,130 e90 =130 +901.130 +901-120 +9om30 3a +901-1 t9D1-030 •e90(-130 +901-130.• +901-130' t9 •130 30- .+901.130 +9W130 +90!•1:A +901130 +901-130 +901-13D +901.130 +9D1-130 !901,130 +90/,130 3B +901.130•- +901=130 .+901+130 +901-130: +901130' +9 -130`30 :+901.130 +901.130 +9Dl-130 +901-130 +901-130 +90/13D +90/-13D +9D1.13D +901130 36 +901.130 •+90/•130. +9D1AW +901-130 +90(-13D +901.130:30 +901.130 *901.130 +901,130 -901.130 +901-130 +901-129.2 +901-127.3 . 40. +901430 +901.1 '.*90f•130 +901;130 '+901 330 +901•130 3D +90f•130 +9D1-1� +9d•128.8 +�JO!-1?32 a901.12Z 42 +901-130' " +901.13D +9W130 +9W-130 +9Df.130: ' +90f•130 30'..+90'-129:3 +9N•1232' +9d•119.7 4901.1,16.4 44 . +T101.130 •+901130 .+906130 +90! 130 ' 4901-130 .901130 13D• +9d-124:5 +0419.4 -SWAI5 I 46 +901.130 +90/-13D .+901-130 +90b13D - +-W.130. +90%130 8:9 +01205 +0415.346. :+901.130 4901-13D-. +901130 +90P130 4901+130 .+W-179:7 23 +901-11Tz5 0 +901.130'_ +90/130 +=0130 ?901-130. +90I.130. +901426:2'a09.41119 r ;$ 52 .4901-130 +901130 +901.130 +901-130 +901,130; +81181-123 - w 64 + O1+ 330. 4901-130 . +9D1.130. 't90/--130 +88:81-12T 1 50 . +901.1W, . +901.130 +9DfA30. +89.4/•129' - 58. +901.130 +901- 330. +90/-03D • 60 +SW.130 +901-130 +89.(9429.3 62 +901.130. +901130 64 t901-130 +g01130 66 +9011305 67.718. •+90A130. ' ITICKr6JMCNSION6'SHOWN;'FQR FLANGED WINDOWS, SUBTRACT V FROM THETIP TO -TIP DIMENSIONTO DETERMINETHE BUCK DIMENSION. zORSIZES NOT SHOWN,. ROUND UP TO THE:NEXT AVAILABLE SHORT OR LOmrD MENSION. i :ORARCHITEOTURCVAND,CiM.I Nb-TIi•EtMkLE5TWINU0WSiZEINTHETABLr:AsovEWHicHTHEOVERALLDIMENSIONSCOMPLETELYFRWrrHIN. fHIS.SHEET APOUESrONLYTO FLANGE.AND.EQUAL-LEG WINOOW9.:Dq NOT.USEwn-g FIN -FRAMED WINDOWS. i TABLE DIMENSIONS MAY BE 1.1M s rvDM. ORIENTED VERTICALLY'OR GLASSSTACK HORIZONTALLYAS SHOWN. 7116°LAMINATED 1 7M6'ViMINATED LONG GLAS STACK � _ I � GLASS STACK SIDE A50`SG.INTERLgYER 3/16°TEMPERED GLASS' 311W HEAT STRENG liENED GLASS �-"- LONGSIDE - pf1 AT I 3116-HEAT STRENGTHENED GLASS 31'f6'IJEY 311fi"•HEAT'S'TRENOTAENED.GLNSS STRENGTHENED GLASS 7111VAIRSPACE j-090'SG INTERLAYER SHORT SIDE 4 11• , 5.• 11, �.. _ I SHORT USED AT C.URVEO J_ ^'-'7 SIDE USED ATCURVE13 FRAMEINEMBERg'ONLY '29 , 5f8' .FRAME MEMBERS ONLY, 29518SBI• . GLASS - BITE: ,aQ'11718'.O.C: MAX GLASTE 1-3 LONG SIDE -fl•I EXTERIOR EXTERIOR' - 20• ` ' 13. a 1$AB 21 I 13 SHORT LONG 77SIDE G6ASS:TTPE Is. GLASS TYPE 8 SIDE I 1 SHORT SIDE I U EDGE OR -FRAMING, SEE DISTANCE NOTE2,THISSHEEr INSTALLATION .TYPE A EMBEDMENT , EDGE . �11A"MAX DISTANCE SHL41 1. r. ' TYP.ANCHORTYPE. EMBEOMENTANDEOGE . DISTANCE_PER'SUESTRATE, SEE YABLEB..THISSHEET _ 'USED .AT.CURVED -• . 29"WIMFEMEMBERSONLY • •., ".. .(j 41 71B' O.C. MAX. CONCRETE/CMU. PERANGHOR REQUIREMENT WINDOW -p&ER16f,' IIII"' BUCK' HEIGHT a _ 'f/4-MAX'SHIM VISIBLE LIGHT HEIGHT=' WINDOW BUCIE• .HEIGFIT= 2.314' #12 STEEL SELF•DRILUNGSMS (GS), SEETABLE 8, THIS SHEET INSTALLATION ST LLATtoal' EMBEDMENT TYPE'C � EMBEDMENT! 1X WOOD BUCKSTRIP, 114'MAX SEE NOTE 2;THIS SHEET j SHIM TYP. ANCHOR TYPE;,EMBEDMENT'AND EDGE EDGE DISTANCE,PER SUBSTRATE. DISTANCE SEE TABLE 8, THIS"SHEET 1 I i I 11 EXTERIOR . A' 1T • .. VISIBLE LIGHTWIOTH'= _ 5 t WINDOW BUCKWIOTH=2.314^ WINDOW BUCK WIDTH . CONCRETE/CMU. TIP 70-TIP WINDOW WIDTH ' PER'ANCHOR REQUIREMENT HORIZONTAL -SECT ION A A INSTALLATION METHOD D INSTALLATION ANCHOR , bNoERNEpTH;THE =] BEADING I EXTERIOR , MIAMI-DADEAPPROVEDI 'ON i ;(SEESEPERATENOA),ALUMINUM, I fi ' STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, 'TABLE 8,THIS SHEET 114• MAX -SHIM Anchor Substmte D�[ago Ed Min, Embedment Sp O.C. 412 or914410 SS Scmw P.T.Southem Plne(SG=0.55) 12v Aluminumr606'3-T5 mh. 31W 0.063• • .12• A3BSfebl 318' 0.0W- • 12' Steel Stad,an33.min. .318` 0.045•18 Got' 12T 012or'.14StedSctew(W), P.T.'SOulhom:Plno(SG=0.55) 9118• 1+3/8•� 12' Aluminum,6083•5Min. 316• 0.0sr 12• A28Stee1 Slbef Stud,-Gr. 33 min. 3187 3/8' .0;063•• 0.045 (18*Gn) •' 12• 12• -1/0-410 SS'CteteFlex - C--- Un9iauted CMU. NSTM 690) . 2-lir 1-114•1 12! 'Conero)o (min 3.3SBit8_ _ 1' T3/4• r- us*St ei lAUecan dSainfoto;fmin!2'99'!ta))�!!. �--'t:enerote (min.265 ksq I un0mufed CML6'(ASTM C90) allm:mm - 2-t1r - )."�+YSi14•r'^• - --1+3fe"a-"-' - 241r 1-1/4' 12• e'Grou CMU,'A9TM C90 , 2-vr 1317 1r 5I1E Sleel Ullruen'. 'Cbnemto (6 3.5 ito) 1 1w 104• tr Grouted CMU, ASTM 69131 2-1/r 1.314• 12• T+ 1XWOOD BUCKSTRIP; • MIN..OF 3 THREADS BEYOND THE METAL SUBSTRATE. SE I E NOTE Z*SH SHEET - T...CONCREiEPER •�• 1 3DMENT` - 9 •' . ANCHOR - REQUIREMENT INSTALLATION NOTESt - 1. USE ONLY'ANCHORS.LSTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •- •- - -" Z WOOD BUCKS DEPICTED ON THIS SHEET As -1r, ARE BUCkSWI4OSETOTk THICKNESS IS LESS liXW'd0D BUCKS ARE EDGE TYP.ANCHORTYPE,EMBEOMENT OPTIONAL IFUNRCAN BEINSTALLEDDIRECTLYTOSOLIDCONCRETE. WOODBUCKS.DEPICTEOAS:DCARE1.112•THICKORGREATER •i '. DISTANCE g4DRDGEDIST FiER INSTALLATIONTO•THESUBSTRATEOFWOODBUCKSTOBEENGINEEREDBYOTHERS.ORAS'APARCVEDBYAUTHORITI'HAVNG ' SUBSTRATE;SEETABLEB;THISSHEET JURISDICTION. I VERfICAL SECTION B-B 3.FOR-ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BEOFASIM.TC.PROMDEFULLSWPPORTTO'THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAA.PpuEST6 WHOLE SYSTEM: > _m c� Y M . 'Aea r } n ti -u 0 m 0 W �. N Zu" I] lJL m J -.(3 C.)0 XN o Uj 0 W — 02 © 5. 'oN n> 00 O �z n z rn g O z O m z ~ sF '� FF FOL) Z 0 F¢- a z z ,was 0 W 00 W CD nin Lnl '�:ap seus9 •A. LYNN MILLER; .•P.E. M P.E95B70S BOGS DISTANCE INSTA_ 'L�NTION TYPE E 4 EXTERIOR a WINDOW BUCK HEIGHT 2X000 BUCKSTRIP INSTALLATION W TYPE G OR FRAMING. SEE NOTE•2;THISSH6ET , EMBEDMENT 1/4' MAX SHIM � EMBEDMENT '� .1' EDGE ' '' •f •• :° . i B DISTANCE 1/4• MAX I 2HOR-TYPE. IENT. AND EDGE )EPERSUBSTRATE, ,. ILE O. THISSHEET MAX, CONCRETEICMU PERANCHOR REQUIREMENT INSTALLATION. TYPE F SEE NOTE 2, TYP.ANbHORTYFE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE.TABLE 9. THIS SHEET R \ _ VISIBLE LIGHT WIDTH _e-•I B WMDOWSUCKWiDTH-2.3f4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDME EDGE DISTAN .a CONCRETFICMU PERANCHOR REiaWREMENT VISIBLE (06);SEETABLEB,. \ THIS SHEET \\ TABLE 9: Max O.G Suhctrate MIn. Edge MU .. Emhodment p=ln9 uaw HEIGHT- AneMr Dictonee P.T.sainOcm Ind SG=0.55) B(16° I -Mal` 12" 'WINDOW BUCK Aluminum: 60s1T5°1hln.zB` 0• ` 12° #12or$144105SSCMW pig Stool 3B" :HEIGHT- INSTALLATION stoats ;rGn33nlln. 31B` 0.0W 18,00) 1 1T TYPE'H P.T. Bdtmmm Pine (SG-U.56) Od16' ill Aj=Inum. 6033•T5 min. 318� - 0.0m • 1T. to IOR #12 or#14 Steel ScmWW (G5) A35 Steel 318 0.0 • "12` li Steel Stud..003 Ma' 3B^ 0.045 7g Go)• 1T UnOtouled CMU (ASTM C80) 2.1/2"' 'MIAMI•DAD.EAPPROVED MUWON 114"410sSCn:laflez 'Conciete,(min. asRzq 1' 1.314° 1T 12• (SEE SEPERATENOA),ALUMINUM, Conemte. min:2e5lw T. I V4" 21• STEEL FRAMING OR STEEL STUD. Cancmta (min..2O5.ln+p. 2-112" I V9, 12" SEE SUBSTRATE PROPERTIES, 114•Stodl lAtmean UngmUted CMU.(AS QBo) 2•V2" 11/4° 12• 1-314" 127 - TApLE'9.THIS-SHEET •Gtoulod C U, (ASTM C-30) 2-0 2" 1.314' 12' 5. ' Conomie (min. 3.6 Iraq 1 1/4" 'r11d'MAXSWM' 511E Steel Uitrrcon —0,d. CMU, ASTM.G50 2.11T. A314• 42' MIN. OF 3 THREADS BEYOND THE METALSUBSTRATE. 1X WOOD SUCKSTRIP, . SEE NOTE 2, THIS SHEET •�- • •• CONCRETE PER: INSTALLATION NOTES: •• �" ANCHOR •-�— •�• •; EMBEDMENT +' 1• REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOWEMSEDMENT AND EDGE'DISTANCE LIMITS: - •'' • `� • % •• •- ••. 2, WpQD BUCKS DEPICTED ON THIS SHEET AS'1X", ARE BUCKS WHOSETOTALTHiCKNESS ISLESSTHAN 1=1(T.1X WOOD.BUCKS ARE ' WOOD BUCKS DEPICTED TH EATER ,: -•EDGE INSTALLATION. 4 B AUTHORITY HAVING �TYP,-NCHOR.TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED OIRECTLY'TQ SOLID CONCRETE TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERFA BY OTHER50R QS I •I; ES 1•�— OIST6NCE AND EDGE DISTA(JCEPER INSTALLATION SUBSTKATE,SEETAsLE's,THISSHEET JURISDICTION. VERTICAL SECT ION D-D 3. FOR ATTACHMENT TO METAL* THE STRUCTURAL MEMBER' SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THEWINOOW FRAME 4. IF APPLICABLE, LOWERDESIGN PRESSURE FROM EftHE t WINDOW OR MULLION NOA APPUESTO WHOLESYSTEN% A. LYNN MILLER P-S 'P•ELE1111 MBEDNi 'AND`EDGE —►i EMBEDMENT NCE PERBUBSTRAM TABLFIO,THiSSHEET INSTALLATION TYPE 4. us ExrEtb 29FT r WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW,• BUCK HEIGHT- 21 5 INSTALLATION TYPE.J Du aucns I HIr I 4HUN�,'sEE _ INSTALLATION INSTALLATION !, IHISSHEET TYPE J TYPE K EDGE EDGE :DISTANCE DISTANCE Y� 1/4'MPX EDGE'IDISTANCE �•{ �-- `"'—• SHIM a 2X WOOD SUCK5TRIP 2X WOOD'euc OR FRAMING, SEE ORFRAMID NOTE 2, THIS SHEET NOTE 2, THIS 1/4'.MAX TYR ANCHOR TYPE, EMBEOMENTAND . SHIMT EDGE DISTANCE PERSUBSTRATE, B' SEETABLE 10, THIS SHEET EMBEDMENT ONLY 1/4' MAX.SHIM INSTALLATION TYPE L 'a'10 STEEL •$ELF DRILLING SMS (G5), SEE'TABLE 1D. THIS SHEET v VISIBL'ELIGHTWIDTH= .'5 . WINDOW BUCK WIDTH • 2.314" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E TABLEIO: 2XW0017 SUCKSTRIP �Iw _ II EXTERIOR ORPRAMING,SEE'—j1 NOTE2, TH)s SHEET �T 114' MAXSHIM T �+-• EMBEDMENT A S VERTICAL'SECTION F F EMBEDMENT �u — I EXTERIOR Anchor Sutistrale Min, Edge Distance Max. O.C. Spacing 2-112" x .113'.Box:Nall P.T. Southern Pine' SG=0.55 . 5116, : 5' 2-112' x .131" Common Nall P.T. Souhhern Pine SG=O. 318" 5° 2-112" x .145' Rool(n Nall •P.T. Southern Pine. SG-0.55 . 3/8" 5' - if'10 x 1" Steal SereuJ' P.T. Southern Pine SG-0.55 112" 5' 0,093' Alumloum...6083-T6 min. 5/18' 6" 111131 ASS Steel 5/15! 5' 0.045" 18 Ga Sleet Stud Gr. 33 F 5116r S! MIAMI-DARE APPROVED MULLION •MIN: OF 3 THREADS BEYOND THE METAL SUBSTRATE (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TASLE 10,THIS.SHEET EDGE DISTANCE Y INSTALLATION NOTES: 'P. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS i LISTED ON THIS SHEET. FOLLOW EMS EDMENTAND EDGE DISTANCE LIMITS.. ID EOGE:OISTANMP.ER IBSTRATE,SEETABLE10,THIS'SHEET 2,WOODSUCKSDEPICTEDONTHISSHEETAS'1X',ARESUCKSWHOSETOTALTHICKNESSISLESSTHANI-V2'.1XW000BUCKS-ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS OEPICTED-AS W. ARE 1-1/2' THICK'ORGREATER. INSTALLATION TO THE SUBSTRATE OF WOOD.BUCKS TO BE ENGINEERED_BY OTHERS OR AS APPROVED BY'ALTHORTTY HAIANG JURISDICTION. I 3.FORA'll—MP-N`I'10 ME,A .THE STRUCTURAL MEMBER SHALL BE OF A'SIZETO PROVIDE FULL'SUPPORTTO THE WINDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLESTO WHOLE SYSTEM. i rc m u C0 Y m O r O N nln0 O w m Oy N J D) c7 o W. r Z'l.L rU_ too Zi u.wea ❑ U U X o �. f- W m O t'7 OM o> 00 m o Z O_ 2 ,J 2 u. -3 O J Do O L5 laag5 0e Z O N Z � O Q < Z Q [p CV MCD N W Z� X Z as A. LYNN MILLER. P.E. P.F#5e700 INSTALLATION TYPE III IFORTHIS INSTALLATION METHOD ONLY, ANCHORS MAY BENO e MORE THAN'6'"O.C.. T_—. EXTERIOR 'WINDOW BUCK HEIGHT VISIBLE ucflr, HEIGHT= NANAOW SUCK HEIGHT- 2314' �I INSTALLATION 2X i3 7 --E114" M1W SHIM TYPE, .d EDGE EDGE DISTANCE RSONLY a W jamACRTCMU PERANCHOR REQUIREMENT INSTALLATION TYPE O !' FORTHIS INSTALLATION METHOD ONLY,. ANOHORS SE NO A MORE THAN 6' O.C. M. INSTALLATION TYPE M INSTALLATION EMBEDMENT FOR THIS INSTALLATION, TYPE N • EMBEDMENT METHOD ONLY, U4,MAX ANCHORS MAY BE NO 'O MORETHANe+O.C. ,SHIM i 1X WOOD BUCf(STRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET - OR FRAMING, SEE , NOTE 2, THIS SHEET TYP. ANCHOR TYPE. EMBEDMENTANO EDGE DISTANCE PER SUBSTRATE. .8 SEE TABLE II, THIS SHEET EDGE --_ - DISTANCE C0 CAEMCMU 1 ! VISIBLE LIGHT.WIDTH'= 5 . PER :ANCHOR tt " WINDOW SUCK WIDTH -244• REQUIREMENT WINDOW BUCK WIDTH EXTERIOR HORIZONTAL SECTION G-G• I TABLEII: EMBED MEIJi•AN,pEDGE EXTERIOR DISTANCEP ER SUBSTRATE,. SEETABLE 11. THIS SHEET SHIM MIAMI•DADEAPPROVED MULLIONr114"MAX (SEE SEPERATE NOA);ALUMINUM, Jb_ STEEL FRAMING OR STEEP: STUD. SBE SUBSTRATE PROPERTIES, TASLE4I,THIS SHEET Anchor Substrate Min. Edge Distance MIn. Embedment Max. O.C. , spocing *12 or#144I0 SS Sc" P:T. Souttlern pine SGo0.55. 91 6" 1318' .8• Aluminum i605345 min: 310• >0.053"'., fig A36 Stem 310' -0:C63`• •B' Steel Stud; Gr, 33 min: 318" 0.046" 18 Ga .6.' IA2orTH4Steel-Screw.(GSj P.T. Southom.Pine SG 0.55 . 9116" 73/0" ,C Numinum:60fi3,Tb.mla A36 Steel 318' 316" 0.083,• 0.063" •_ ,0• 6' Steel Stud Or. 33 min. 31W D.DW 16 Ga " - '61 110410 SS CietieFkx _ U . routed.CMU, (ASTM C80), 2-112 1 1-114' 12 Concrele(min.3:35kai1 1"' 1314' 12'. 1l4`Steel UOreeon Conerete min.28S 1" 1314' 12 Concrete. mlm 285kst) .2412 1318" 12 U muted CM , (ASTM C•9D 2-1/2 1-114.• 12- Grouled CMII . 7M C-90 2-1121 1314! 12 S116' Stcel Ulhacon Concleta• In. 3.5 ks 1-114' 1314' 12 GmUle4CMU. TM.C90 2-112 1314r 12 TYPE N 1X WOOD BUCKSTRIN . • MIN: OF 3 THREAOSSEYOND THE METAL SUBSTRATE. .O SEE NOTE2,THIS'SHEW INSTALLATION NOTES: EMBEDMENT ; , - - - - '.•',- • • 1. USE CNLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENiAND EDGE DISTANCE LIMITS. • ' " 4 2. WOOD SUCKS DEPICTED ONTHIS.$HEETAS'1X', ARE BUCIfSWH05ETOTALTHICKNE5515Lfi5STl•IAN1-1h".1XWOOD BUCKSARE ,• •I•' OPTIONAL IFUNIT CAN HE INSTALLED DIRECiLYTO-SOUD CONCRETE. WOOD BUCKS DEPICTED AS'WARE 1-112' THICK OR -GREATER: ,J EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORASAPPROVED BY AUTHORITY HAVING DISTANCE JURISDICTION. - A. FOR ATTACHMENT TO METAL• THE STRUCTURAL MEMBER SHALL BE Or A SIZE-M PROVIDE FULLSUPPORT TO THE' WINDOW FRAME. VERTICAL SECTION H=H A. IFAPPLICASLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAP.PLIEST6WHOLESYSTEM: I LU 7 L"1 V m v O C9 N ti a7c0 .0, NW. O_m J J QNCZig -AF NW n Z 10 LL (0 J uuvd [3 UU X� o W c0Lu m 0� 0 mxa > OO Z �Z O Z O J Q LL O.' 0) z z 3: O �. F Z 0 z j Q y NN z ti07 I dd x LL li �fl1 'xog ..^sia5 A. LYNN MILLER, P.E. RR A5o7a5 A'. m jP m YO, H �_T m \ m N\ a' O P �.9.I N.O A [onff L] O' m C arr S P T m j tj C� p'm'n_. O NNm O7y I �N m� 00 m0 y mO N ryxA� y A "' 0 .Q Z N I 1.070 TECHNOLOGY DRIVE Rev R Rer R . N. VENICE, FL34275 P.O. BOX 1529 ® NOKOMIS, FL 34274 CERT. OF AUIli. H292Bfi (941)-480-1600 FIXED WINDOW INSTALLATION GUIDELINES' 4 4112/13 o BbM, EXTRUSIONS AND CORNERS .'m' J. ROSOWSKI y PW-720 y NTSRl 10 OF 11 Q z MO-720-820.1 B item• PSTpArt# DdscrfM (16h Material' 1 42530 Flanged Firsm6. Alum'. 6063-TS 2 4285 Equal4eg.Frarne AluM.solla-Vi 3* 4255 Integral FIh Frame Alum. 6663-I5 4 4255 711 G! LamL. Glass Boacling AIUM. 8083'T5 5 4254 I.G. Glass Bood.11111 Alum: 60.63-TS 6.a 4270, InsfaII0116n Faste.nefCovor Alum, 6083-TS 6b 4224 Installation Fastanot Omer R191d Pvc - 0 ' 10 TjDssgp . qafttfatso' 6"arjolilts) -Polyethylene - 1 if 1 TP24718 Vinyl Bulb WeethorArip Flog pvc;'Durd. 86 +M 113 1 � Dow 899,.GF 7700 8111cano or Equiv.. 20 71552K. Setting .914dki Marlid, 3116'tx M,6- x 4- Nedprensi DqM. 85 +M, 21 MUM Setting'Block. tG.1m 61 x 1-.3/32" X,,4" Neopmne;-Durm.85 +1A 21 29 .#t %.14/4CFK SMS. Stainless Steel so 761PDX 1*8% J-'.Quad-PHr5M$.. Stainless Steel — 2.794' — .2-784' .094' .094' —1� .094" .0741 062" 074' Ad, .074' ;0.62" ILE 1.375' -L. 1.375`I . . ,500 7 .07 .43V 36" 00, .500' (DFLANGE FRAME EQUAL -LEG FRAME #4253C,:15053-T5 44285,603-T5 t FIN.FRAME. -#4256, 6063-75 1.03'P .050. 3/16'& IMP i I.G. GLASS INSTALLATI )N UGLASS8, 6053-TS BEADING T BEADING FASTENER COVER 4 #4264i:6063-TS 4.4270, 6063-TS #425 STRl1CT4 IR SILICONE OFOAM 'A_ W, _H DESICCANT m 75 KODISPACE. 4SG TPS 3S U,,,' ',-iNr. r.LAss a SUPER §_P_ACER@ NXT- Part# Description Material 75 Kommeding 4SG.TP8 spacer System See this Sheet far matekis 7,6 Quenex Super Spacer nXr Wth- Hot Melt Butyl 77 .. Quariek Duraseel'Sp 78 Cardinal -)L:Edge-Spacer REFERENCE TEST REPORTS: FFL-8717..8958 & 897.0 'DURASE,AL-0 (H)SPACER DESICCANT FILL' REA DUTY N ' 5118INOM; SEAL ROLL -FORMED- SIUCONESEAL STAINLESS StELN EXT. GLASS INT.GLASS &XL EDGE'"' SPACER a. JR - 05/0 5116 -ADDED THIS SHS=-T WITH SPACERS 8 MOVED PARTS. rc ul > CO 0 U) a 2 u z z :j Eul co uj 0Xc� 0 IL=;; 0:2 ca in 0�4 X DMO 5 .. Lu 0 0� 1.- 0 L) 0U. < ❑ Z T..qs O. Imo., C1 C3 Z LLI 3: �5 0 a. u_ A. LYNN MILLER, P.E. P.Ej: 59705