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HomeMy WebLinkAboutNOA 9-24-16n y� pq Q ED . . DEPARTkMNEP OF REGULATORY AND RCONOMC RESOURCE 5 (REER) BOARD AND COD)C ADM1 MSTRATIONDMSION n, PRODUCT CONTROL 11805 SW 26 Stteet, Room 208 T (M) 315-2590 P (9$6) 315 2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction matoiiam. The documentation subinfued has been reviewed sncl accepted �y Miami Dade County MR - I'roclupt Control Section to be used :i i IvliAml Dade County wind other areas Whet& AROWed by'the Authority Having Juilpdjo ion (AH- )- This .NOA sliall pot be valid after the expiration date stated below. The Miaml Dade County Product Control Section (In Miami —Dade County) and/or the AIb (In.areas other than Miami Dade County) reserve. the right to haw this product or rtraWlal tgWd for quality assrwance purposes. If this .product or material fails to perform in the riccepted manner, the manufaotw ei. will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right -to revoke this acceptance, Wit is determined by Miami —Dade County Product Control Section that this product or -material Fails to meetthe requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida'Building Code, including the High Velocity Htuaicane.Zone. �i PROV,AI; DOCiJ1V�: Drativing No. Iffi)J720-820.1:, tit1oPT 6_d W&ow Installation Guidelines", sheets 1 through 11 of 11, dated 64/12/13, with revision B dated 05105116, prepared by manufacturer, signed acid 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 lay the Miami -Dade County Product Control Section. MISSME ZCP ACT RAT'IIGagean'rllriaullt a101 LABELING: Each unit shall bear a permanent label with the maif factui&s' name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise. noted herein. IX, NEWAL of this NOA sliall 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. '�`j OWNATIOX of this NOA -will occur after -the expiration date or if there has been a revision or ohange in the matorWs, use, and/or inaftf tgre of the prodrtct or process Ususe of this NOA M .ao enftsembnt of any produat, for sales, advertising q any other purposes shall automatically terminate thiiNOA. Failure• to _oomplywith any section of this NOA shall be cause forterininatiori and removal ofNOA. ADYER'1('l[SEIVXEN ': Tire NOA number preceded by the words t_vliarni:Dade County, FIorhda, and followed by the a piration date ztiay be displayed in atlpeftising literature. J£ any portion ID the NOA is displayed, then it shall be done in its W.Jrety. INsPECT1;ON:- A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job :site at the request of.the Building Official. Thus NOA revises NUA# 15-.0528.26 and. consists E f this, a21 .end evidence_p 1J 1, E-2 and E-3, as well approval as document mentioned above.p���, g````'' The submitteaAocumentation was reviewed b�,Y, l�an�teX�'�}�te�"� , irr'14tY'.��iJ. L•lr��a'•- 'A _ - - - ttS ', !r;' ' • - •`. � - .: `��� a OA 'o"-� ,GAO 2di MIAMVDAD CCOUNT j ; d .`',(j�` ` '- ' � i `v ��t. )ra OIIA e: .._- .... _ .... _... ..,J/r}����0 1,,.} } •. c� Il�� ii t � '�, , i t� ��; APPravaI° atiei.•Augnsi, .A; PCT >! ndustrieSg Inc. NOTICE OF ACCEPTANCE: IEVIDENCIE SUBMITTED A. DRAVMYGS 1. Manufacturer's die drawings and sections. (Submitted underNOANo. 037110S.01) 2. Drawing No. ND420-t320-L titled "Fixed Window Installation Guidelines", sheets 1 tbrough 1:1 of 11, dated 04/12/13, with revision B datcd 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller; P.E. Ba 'PESTS S 1. Test reports pn: 1) U-niform.Static. Air Pressure Test, Loadingper FBC, TAS 202-94 2) Large Missile Impact Test per MC, TAS 201-94 3) Cyclic Wind: Pressure Loading per FBC, TAS 203-94 along with marked -up d r,awiu gs and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: IKodispace 4$G TPS spacer system,.Duraseal' spacer system, S"Pear 'Spacer0 NXTrx spacer system and XL EdgeTr'i:'spaber system at insulated. glass, preparedbp Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively; all signed and sealedby Idalri Ottega, P.E. 2. Test reports on: 1) Air'Infiltration Test, per YkSU, IA.6 Lug-y�h 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, TAS 201-94 5) Cyclic Wind.Pressure Loading per FBC, TAS 203-94 6) Fo.rced EntirIy Test, per FBC2411:3:2.1; arid-TAS 202=94 along with marked -up drawings and installation diagram of an atuminunifixed window, prepared by Fenestration Testing Laboratory, Inc:, Test Report No. FTL=7212, dated.03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted widor N®A. No.13-0502. 03) 3. Test reports ow, 1) Airinfltration Test, -per :FBC, TAS 2:02-94 2) Uniform Static. Air Pressurre Test, Loading per, FBC, TAS 202 94 - 3) WaterResis#nce Test, per.F$C, TAS 202-94 4) Large Missile Impact Test per FBC,. TAS 201-9.4 5) Cyclic Wino Pressure:Loading per F$C, TAS M-94 along with marked- up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Ii�c., Test &eportS No. ]FT.L-3835 and, TL-3&%.dated 0.7/18/03 amid 07/31/03 respectively; all signed and sealed by Joseph C. Chan,'P,r: (Submitted 011der1VOANo, 03-1105..01) E-1 Man el 'Pei ez, F.F. Praduet Co trot:. amiper 6-0629.14 TiFrxpiYatoTuary1932019 - approval Date- 0#,1015 PGT Industries, Ince NOTICE OF ACCEPTANCE: El VIDENTCIE SUBAUTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis; complying with Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.26) 2. Glazing complies with.ASTM E1300-09 D. QUALITY ASSURANCE 1. 1Vliami-Dade Department of Regulatory and Economic Resources (RER). E, MATUUTAL CERTIk`7[CATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Y<:uraray Amerfiaa, Inc. for their "Kuraray ButaciteO PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to X-0iraray A werica, Inc. for their "Kararay SentryGlas@ (Clear and White) Glass gnterlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271lE EPDM exterior glazing gasket complying with the following: a) ASTM M4 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic 7Elastomers_ :_Tension of 1600 .PSI..... . _. c) ASTM D3.95B Test Methods for Rubber Property —Compression Set for 22 ERS 158°l. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Maziuel jeer'-..',' x'. Product Control',. '; " er NUA 9J Expiration Dater .Vdiruary 10, 2019 Approval Date: August 04, 2616 3C-2 PGT Industries, ]Inc. NOTICE OF ACCEPTANCE: ..EVEDENCE SUBMITTED F. STATE' ME lTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed.by Anthony Lynn Miller, P.E. (Submitted under previogas NOA No.15 052.8.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Siibinittgd p1iderpreviousNOANo. 15-0528.26) 3. 'Laboratory compliance letter for Test Report No. FTL-�7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted tinder previorrs NOA No. 13-0502. 03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3550, dated 07/18/03 and 07/51/03 respectively, all signed acid sealed by Joseph C.. Chan, P.E. (Submitted tinder NOA No. 03-1105.01) 5. Proposal No. 1.6-0125 issued by the Product Control Section, dated March 0.9, 20.16, sighed by Ishag Chanda, P.E. G. OTHE, R 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. ],Manuel _ .��. Praducf Contr I Eza finer N'OA-N', � 629.14 71 Expiration Date; Februaf y 19, 201`9 Approval Datt: August-04, 2015 _,3 fsE ERAL TES SE 9'77 &20 lam_ Cw R SfSTR(ti'fiPUi�O.)NINDUW i)THISPRODUCTHAS BEEN DESIGNEg37ESTEDTO COMPLY WITH THE,REQUIR04.ENTS.,OFTHE F(O6ID.A BUILDING CODE'.INCLUDING.THE-HIGH VELOCITY HIJARI.CANE ZOMNVHZ)• 2)-SHUTTERSARE OT-REQUIRED WHEN USED IN WIND-B•ORFDEBRISREGION§:FORINSULJITED'GLASS INSTAL:II+TONS ABOVE 3U'1N'THE HVI-14THE OUTBOARD LITE:(CAP) MUSTTEMPERED: 3) FOR. ON APPLICATIONS IN'MIAMI.OADE COUNTY. USE,DJ4LY MIAMI .4DE COTiNTYIW PROVED MASONRY 'AN CHORS.,MA7ERIALS,USEO FOR'YiNCHOR EVALUATION& W ., ESOUTHERN PINE,'ASTM C.... NCR MASONRY, UNITS ANDCOM1CRETEVYITFI MINK51 PERANCHOR E. 4) ALLWOOD BUCKS LESS TNAN,1.172 THICKARETO SE CONSIDMMOiX:INSTALLATIONS,iXW00DBUCKSAkS._ . OPTIONAL IF UNR IS INSTALLED DIRECTLYTO SUBSTRATE: WOOD BUCKS DEPICTED A§ 2XARE-1 1IS'THICK OR GREATER.1XANp 2X BUCKS WEN USED)SHALL BE DESIGNED.TOPROPERLYTRANSFERLOADS TOTHE fHE.RESP.ONSIBILRY,QFtHEENGINEER (QI;A O(tON15` ARCHITECT OFRECORD. (AOR). THE SCOPE OF THESE INSTRUCTIONS: 16) MAX. 114' SHIMS ARE REQUIRED AT EACH ANCHOR . 'LOCATION WHERETHE 'P.RODUCT.IS.NOT FLUSH TO THE SUBSTRATE., USESKIMS„QAPASL•E OFTRANSFERRING .APPLIED LOAD§; WOOD SUCKS; 'YOTHERS,.MUSTBE SUFFICIENTLY.ANCHORED TO"RESIST LOADS. IMPOSED ON THEM BYTHE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVEOESIGN•LOADS BASED ON ST7UCTJRAIJCYCLE TEST,PRESSUREPRAMEANALYSISAND GLASS,PERASTM E13O 6S. POSj TIVE DESII3F! LOADS;lBASED ON WATER -TEST PRESSURE,.STRUMURAV CYCLE, TESTPRESSORE. FRAME ANALYSIS'AND GLASS PERASTM E"m S)THE ANCHORAGE METHODS SHOWNAAVEEEEN . DESIGNED TORESISTTHEWNOLOADSCORRESPONDINill'. TO; THE,REQUIREt1 I?ESIGN,PBESSURE: THE'33-'Il3'k STRESS .INCREASE HAS NOT BEEN USE4:INTHEDESIGN�06THIS' PRODUCT THEi OLOADDURATION FACTORWASUSEP-.FOR TFiEEVAj:UATIDNOFANGHORSIFITOWOOp ANCHORS.'fFiAT COMEdNTo CONTAFC.W lT i OTFIEf2AISSIMILAR MATERVJ�S 'SHALLMEEThLEREQUIREMENT§.OFTHEFIORIPA SUILDING'CODE FOR CORROSION RESISTANCE, 9)_REFERENCES TEST REPORTS, FTL-SWS;385087212v ELCO_ULTRAOON'NOAA ELCO-.CRETEFLEX•NOAANSVAF8PA NDS FOR WOO6CONSTRUCVON AND ALUMINUM' DESIGN MANUAL 10)-MC7203ERIE§`UBES-APVBIN7ERLAY,ER.Ti'IE820 .: SERIES'USES ANSG INTERLAY.ERi THE 720:AND'S2O SERIES MAYAtSO BEREFERRED'ASTHE70TSERIES. 48•TP TO -TIP WIDTH 47" 6UCK WIDTFI' A-11114°VISIBLE LIGHT WIDTH S,.SHEETS SHEETS A SHEETS BUCK i HEIGHT I i2'MAX. VISIBLE 12' D.C. LIGHT. . i HEIGHT 96• TIP TO TIP HEIGHT L 6 MAX 2-s B T �+-- 12" MAX. O.C. MAX )' =ED GN,t7�i , , FIGURE 1: 12.O.C. MAX X MILDING CODE (FBQI, STH EDITION DESIGNPRESSURE RATING IMPACT RATING 409 VARIES, RATED FORLARGEBSMN.L NDS-2012 FOR WOOD CONSTRUCTION SEE S.HEETS;2S MISSILE IMPACT RESISTANCE )ESIGN MANUAL, ADM•2010 4W BUCK WIDTH 48' BUCK WIDTH �'IjI Imo_ 4LI6HT WIDTH— I 6" MAX. uF'ISHEET8 2" MAX I E,SHEETB I k,aHCCIC ET7 SHEET7 G, SHE; 8 I G, HEFT I 96" BUCK L f HEIGHT T-�' �; "— 93- 4"• —' -- / I VISIBLE 4 / B3.1f4• I LIGHT VISIBLE• 5• C, I HEIGHT / LIGHT O.C, .i HEIGHT 96, -BUCK iI HEIGHT I--�D --rtj 12' MAY. O.C. H, SHEET 9 SHEET 7 2• I. �_ s• MAX:O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT). (TESTED UNM 1r MAX.. X Ll Y' MAX L 7 IMGLF:.: v0: D08CIIP11Gn Sheetx aai61 7116e1".vl'J' 176"-1A6-40BOi _ •, .�+'HS)1 71161 M' 1fi HS-.09V PVB-3116' HS' ��.. 2 . 3 77118:'LeaIL IG (3f 6'T=7115- AIr-3f1E An-.09V PVB•3I16'H3 3 4 1.1/16" LatnL IG (3f15m T-7/16•Alr-3116- HS--990' PVB-3116' HS)3 5. A 7f18'Lnmi' 616-An :090'SG-9116"An 7l16' ml (3f18'HS-.090'SG-3/16'HS .4 •7 1-t178'LemL•IG 76'T-•7/1a"Alr-311e An DBO'SG-3/16'AnL 5 S 1-0I18•'mLIG(3/16'T-7116"AIr-311O'HS OBO',SG-3116'HS)- 5 !PVB•=PKURARAY B(TTACITE�PVB INTERLAYER". BY KURARAY'AMERICA, INC. SHAPES AS SHOWN BELOW OR'SIMILAR: MAYBE USED BY IN13CRIBINGTHE SHAPE•IN A BLOCK AND OBTAINING DESIGN:PRESSURE9'F,ORTHAT:BLOCK SIZE FItOMTHEJ'ABLES ON SHEETS.2-S, ANCHOR SPACING TO BE W MAX FROM CORNERS. AND 12. D.C. MAX. FORALLCURVEQFRAME MEMBERS, SEE FIGURE 1, THISSHEET. I.--WIDTH=`1 h-- WIDTH --I I—WIDTH---i- WIDTHTr —I I I � I �� I•�I. IWIDTH 'l I"�wIDTH—"'I r' WIDTH -^{ I•+-.wiDTFI -� T-� - ---� T. 1 Ti - i Tr I 1'�L-7 _3 �L WIDTH =i I� WIDTH --I F-- WIDTH -'-I :WIDTH —i r--- ----I r---- .T�--- T � T All i a F'IJR.05105116-ADDFW SHEETII I 8 co > c� ❑ > va —30 zLL N0L m zi W W V O CO I-' z z O g m co z 0 N N � D z � W U x ow lL IE z :9� Tim f: `R •.••. tip. OF ; •- �r/t 'lt,U IIIIs4��,�� A..LYNN MILLER, P.E. P_E859i05 TABLE'21 iNm�i��'ign,P ssi�[sa�+a+ �?Lan9- .'p�fi� c. ��e-.•.�'��;.>;'� '✓I +tltl.0! •:tJ,8.D 72 78- +1.80 80.. +r80 '84 +l80. . ,An "BB -.- +1.BD 92 #•80. 98 +180. It-ad+180 • 100 • +!•80 704 +/80 +l-0p 109.1l2 +/•8D +1-00 if 1 2:'l� v _ # +J-B0 +680 +l80 +f80 +1.9A +180. . +180. + +!•79,8. +1-79a .- 34' +1-00.t180 r180 +F80. +80 +-8D i180 +1.80 +18A' '+1.80 +G80• +b79:7 +1772 +1.75.7 H•73.4 *f722 38 .. 38 +180 +/80 +1-0D..... -.+f-B0 +1•80• +N80 +790 +1.7&1 +1752 +1725 +I.70.3 .M.88.5 *1.93:3 -+I.61.8 40 *I-0O. +lBD +180 •+f 79:8 +J•77.2• +1.7�3r tl•71.3 +l87.'9 +185:1 +!-S3.d '42_ tl.80:• +1-00 +FBD +17T:4 *17d.3.. +J•71.3 +A68:2 +l847+f81.fi st59.8 +l58:2• R.544'7416'�+Y-ODD. +f-80. -+ 77 99 '+775.4. +4721 +150.9. +145.8 +7.82r2 .HS97 +IS7.5 48 +l-00 - +180: +1.77.2: -W-73A. +l•70:1 +l888 *l83:5 */80.3 +157.7 48 +f-80 +1793 +1756 +171.9 +k6B 3.. +l-81.9' +1.81:5 +1.58.2 50 +f-00 tJ 77.5 :+179 1 +/•70S +188:7 +J814 +T-59.T ." 52 +/ 79.1- '. ! 7&S */?24. +l88:8 .+1:65-1. +181.5 - 54 +l774^ */73.8 -1705 +161.3 +835 !!•75.8- +I.72 +1886 +1-fi5'.3 58 .. +1-742- +AIM3- +1-06.5 80 +1-727 +18H:7. *1. 54 .0-89:7, 1.85.5 86+188:3. ' 81.718 +1.67 7AWLA.MINATED _ GLASS STACK 3flW ANNEALED `GLASS d 11. USED Al CURVED FRAME MEMBERS ONLY 29 71-718'O.C.MAX. 1-3 EX'fER10R a 2D. �lo_rEs ' 1)HU,CK'DIMENSIQNS.SHOWN. FOR FLANGED W,NDOWS,'SUBTRACT .4"FROMTHETIPTO-TIP CIMENSIONTO OEEERMINE7HE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND.' UP TOTHE' NEXT AVAILABLE SHORT:OR LONG DIMENSION. 3) FOEtARCHfTEGTURAL WINDOWS;; FIND THE SMALLEST WINDOVI:BIZE INTHE'TABLE ABOVE WHIOH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLES:. 1NindoW Pesign P.rcssure (+/-; pgforGlass Type 3 Lon9si a n) 87718 72 76 80 88 92 '90 .100 104 109.1f2 ':30' +180: +180' +1-00 t180, +f80= +1-00 _ +/8D +1-80 +140 w 8D I +h80 32 +1,80 :*f80;. +I80- +180 •41.80• +180 +1-80 +J-80. -- 34': +-0D .+80 +18p +180 - ++!-00' +180 +180 +180 +1.80 . +180 +180 36, 7+f-BD . tl•80-' +140 +1.80. 0-80 wl•80 +J-81) +) 0 +1,81) 9 .+18D 38 ,+1.80. _ _ . M•80�:. +1-80 +180+ '+f-00 +780. +1.80 - +1-00 +179.4 +r-78.4 -1.74.3 A0.. »I-00 "+1-80, akBO +l•BD +!•BD,. +FBD +•BD +I76T *F73.6 41-60 +80 +/:80+ +..80 +J-00' +1-80 - p•BD. +1:77 +1:73:1 +lb9.B' +1 - +1.85.2 .42. 7 44. - '+180 '+1-80 +f80 +180 .+140. 44.77.3 tJ•74:1 *140.3 787.5 +1.83.9 _ q6 *1-00. +180 ?I.80 .+180 +179.2 471T ::+1•71,7 +Ml . +1-65.1 . 48 ..+/-0D• 'a180' +1,80 +180 +1.7T 2 +f•733 +7:69.5 +/85:B' . 'S0- +180•. •+l80- +100 +f 794 +1-75 3 +171:3 w-U . .$2. +J-eD' +!-00 . +180 +1777. .54' +1.80 480- +1i9.6 +178 +17liS' 4140 4/;8.0 +f 77-S .557 - 5B'. +1-813 +1794 :+•75.4 +1,715 62 _ +780 +175:8 64 +•70.8' . off-7 66 +1772 - 61.718 +J749 1-1116' NOM, GLASSSTACK 3A6'TEMPERED GLASS 7116' AIR SPACE USED AT CURVED FRAME. MEMBERS ONLY @ Q11.718.O.C. MAX. ' ,1-3 EXTERIOR NUTES7 7) HUCK:DIMENSIONS SHOWN. FORFLANGED WINDOWS SUBTRACT 1"FROMTHETIP70.TIP OIMENSlONTO DETERMINETHE HOCK ION. 2) P.OR•SIZES NOT 9HONM, ROUND. UP TO THE NEXT AVAILABLE 5HORT:OR LONG DIMENSION. •3) FOR ARCFIITEOTURAL WINDOWS; FIND THE' SMALLEBT. WINDOW SIZB'IN THE TABLE A6OVE,WHIC4j THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. I l O'PVBINTERLAYER. 3116° HEAT STRENGTHENED GLASS. 8` [,-- LO GSIDE' -� GLASS SITE T SHORT SIDE 13 ' 10 , T- �- LONGSIDE --� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZ.ON7AU-4(-.'As:SHOWN. 7116'. LAMINATED GLASSSTACK . 3116+HEAT `I SHORT STRENGTHENED GLASS '-'�t SIDE 3116" ANNEALED GLASS .� 090' PVH, INTERLAYER LONE Sw, SIDE GLASS 617E 1$ - SHORT SIDE GLASS TYPE 3 . >} ti No', a op(J TIA*Y z_ RJ O. U- ^ LL w W.0 Xo W j 2 p.. W co Q C) Dma 00 �z D:z rn O co r g Q ¢ � 1L O cI ®m co z W !Y 79•',us in �. .}- O W z ¢ z °I°JS EL m W. X co na U.. 0 °pl •°s>p sau°g !pp �`6:, . A. LYNN MILLER, P.E. REX46705 TABLE4•: Window Design Pressure (+1-, psQlor Glass Types 2 & 4 Long Side(m)- 72 76 80 84 ;88 �92 96 100. 104 109.112' 112 110 120 124.. 128 132 '196 140 149 30 67-718' -+1-00• 4ja0 41.80 +/.80 +/A0' •+!•80 +140• W.1111. +1-8p +1-60 +1•80 +1-80 +1•80 ++1/-a800 +1•80 4-i-W +1-0D I-eD +f0 32 +Iyo . +1-80 QIau +180. +l•80 +raa + 0 +1.80 +1•80 +J-w +r•8 +1.80 +/-W +l-aDl +1-m .34 ID +180- +a +1-00 SO +80 +J-00 -[-so M-00 +!-00 +ap +1-80 +-00 38 +tap. +10 +1-00 +a + +l M -0 +1-80 Mao .+1-0D• +1-80 +1-80 +FBp 38 +1-00 +l-00 +1.80 +I.80 t10 -0+/-80 N1-00 +-80 +IaO +/40 +1-80 +180 40 +/a0 . +140 +1-80 +1-0D +L80 M-0o +/-00 +ao 42 +1.80• . +lap +1-80 +lap +r-sD +.D, +ap +1-0D +1-80 44 +h80- . -1410 +a +I-0D 1p+RD +lap +1-80 48 0 +1-80. +1.80 Map .+I$0 W-80• 41-80 +140 +1a0 '+t-00 +1430 .1a0. 1.80 I48 -so +/-00 +(aD +1•80 - +1.80 W-80 +1-80 +laT . p 52• +!-00 v1-00 +1-80.1 +1-80 +1•80 +f•70.1 54 +/•80' +7g +IaO. +140 +178.0 56 71-00 -+lap .4l-79:1 Sa +rap. MaD. M-0p 60 41a0, - +1-00 +149:3 62. 64• +1•80 +1,80: 86. +/aD 67-716 1 +laD NOTES: 1) BUCK O MENSIONSSH.OWN. FOR FLANGED WINDOWS, SUSTRACT.1'• FROM`THE TIP TO-nP DIMENSIONTO DETERMINETHE BUCK DIMENSION. 2) F.OR SIMS NOTSHOWN; RO.UND,•UP.TO THE NWAVnl:ABLESHORT OR'LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE.SMALLEST WINDOW SIZEIN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 711 W LAMINATED GLASSSTACK 0907+PV8 INTERLAYER 3118°HEAT 3116T, HEAT STRENGTHENED GLASS STRENGTHENED GI, USED-AT.CURYE4 FRAMEWEMBERS:ONLY @ 9.11.716` O,C. MAX: . EXTERIOR a i618, . GLASS 6ITE GLASS TYPE-2. 1-1116' NOM. 'GLASS STACK ED GLASS STACK STACK 8/16' HEAT STRENGTHENED GLASS .3M6°TEMPERED GLASS 3116° HEAT STRENGTHENED GIAB g$ T/16'AIRSPACE •090-PV131NTERGWER 11 USED AT CURVED' 51W- FRAME MEMBERS -ONLY .29 @-11=7l8' O.C. MAXI ? GLASS'BTTE EXTERIOR 757E 21 13 GLASS -TYPE 4 TABLE:OIMENSIONSMAYBE j ORIENTEO'19ERTICALLY OR FIOFMONTALLY AS SHOWN:. LONG SIDE T�— LONG SIDE' 4• SHORT SIDE SHORT SIDE -l- �— LONG SIDE 4 sttoRr SIDE I �j LONG jy 'SIDE 'SHORT SIDE w Y 03 a � aa8 o n. `0• 0 °1O0 ow'" 0 Ne. N W OJ . Oj N O .—!. N ..! p 2 LL LL (D Z J d9 veini0 ❑ < U.0 w m m p co Y WAD 0 w > r` 00 rn 0 a `_ y J J Q J F mfu O � __p N 7aa4S cr 8 O Z GZ .w It oloas (L pw 2 C� NW X w as u- O all!1 'nap ^opa5 X LYNN MILLER, P.E. P.E;# 53705 Window Design •type 5 *Long sae (ID1 •67-718 72 75' - -:80 I 64 88 92 9fi 100 104 109-412 30 *90A125.4.. ,+9W-120. +90A115.6: ,+901.111;5; +901.106.5 +90MIDS• +901.104.5. +9W-003.5 +9W10Z6- +•901.100.7 +90'-97.9 32 34 +9W116:9: +901+1089 +90111a8;:+90.1 . +901-103.: .3, +901S8.8 ..+9W101.6 +9N45.1 +901.98.T +9W91.8 +9W-95.7. tta +901,9Z3 +f-84:4 +901-90.8 *181.5' +9W-90.3 +/-00.1 .149:9 +!•79.6 Q-89 i!-T9:4 38 .+901-102fi +90:971. +901.92a. .+1.88.9; 41.8i5. +1-B20 +179.T +!•TT.2 4175.1 +173.4 +1.722 38 +1-06:7 +h832. +1.80.7 +l7a1 aJ:T5,2. +1:725 +l•70.3 +1$8:5 40 42 .+901.98:4•."+9W.S22 +901+94.6 +901;91:a *l-08.2 +1.84:7 .1.826. +l-00.7. -1.79.8. +h7T 4' •+1-77.2 +1.74.3 +!•743 +17.1,3. +1- 1.3' +•1.88.2 HS79� +1.64.7 - t!$5.1 +!$1.0 +1$3.4 H39:8 +1$1.8 +ISBt2 :44 +1-083 +1.8Z4 +1-7&9`. +M. M.A. +1-721 t!$B.9 '. +1.65.8 +b8Z2• +159.7 +1.51.5 -fi :46. NS5.4 •+1,713. +1772:. +173.5, +1.701 - +/$6:B W-63.5 +I.6R3 +W.7 v 48• +!•827 .th74�3 +:75.8. *l;71,9� +!$8.3 el$4.9 +1.6'1.5.. +IS62 m 50 +f-B0.9 . tl- :5 s1-74.T .+170.3- +1.6.8:T f1-03:1 +fS9.7 -1:724 +149;8'; +1.6&1 +A61.5 'N 54 +1:77:h +l•73:8 0-.70.5` +1.67;3' 41.63.5 66 +1.75:8 *I.72 *1$8.5 +1.855.3 58 +1.742 +1$6,8' ; 160• . +1.727.+/-fi8,7 _ +1$5 62: .+1-712 .67A1 54 +1.69. +/-W S 66. tAa" DIMENSIONS SFIOWN. 7116" LAMINATED GLASS -STACK 3116'ANNE O USED AT CURVED FRAME MEMBERS ONLY @ 011•TI8' O.C: MA%. 1.3 EXTERIOR a OETOWINETHE BUCK DIMENSION. ERALL DIMENSIONS COMPLETELY FIT WITHIN. •Watts DesigDPtessure(+/.,.psf)forGlass.Type7 -Laig 816e 001 W418 1 .72. 76 80 4 �8TB' "2 96 100' 109-11..2 30 +901130 +W130. +90A126 9T76 +SOA1198W+901.117 ♦9W1158 9104 W--1127 +9W109.9 32 +901.130 ;+9W-1251. +901.118.9 -901414.8 +9014081 +90/•104-z +901-102.4 1.10: +9W101.4 +9W993 34 +9W 123.1. 4901.1149W 11T7 :+. + � 7W3 11 A2 •+90f-05+t50 +/896 30 +90A118 W +Q 105.+ -1.6' +901.933. +1.9 17.3 +14.: +1.623 +1.81.2 +9W1112 +90f.94 *901.91, +M2. -1-84.9 +1-81:9 19. +1-7;438 +1743 40 +9011059 +9WS9.5- 490Ma4 :+9WS0,1 r/-00:5 +f+1-04. 7T 3.5' +/•70.9. +/.69 42 +9071032 +SW.95.749019.2 •+1-87.4 +1-006 +177 41.73,.1 9.8 +1-089 1S2 • 4h +WS7 *�52 +114 + +1:7 .1 i1-703 7.5 +3A '.,�•aT`n . 45 +9W96.5 '.+1.83.2 *78. +1:754 +171A +1.68.1 +18 46 +9W93.5 +85 *1•77.2. +1•33 *189:5 45$e 50 +9W91:4. +1-87.6 *1.817.. +1.79.4 41-75.3. +1•7:13. +W.5- :E; 52 +1-09:4 111.8 */77-7 '+/•73.5 +I.69.5 y. 54 +/40A +1.79.6 *1.76 .+1.71:8 58 +/51.4 +1-77.5 t173:8 58 +179:4 -1.75.4 60 - +/•77s6. 41.73.5 62 j:-1?78L.6 64 +1.7466 ,67.718• If1-tP:vW19.3 GLASS BITE f..a= LONG"SIDE -•� T- SH1�7� SIDE 'GLASS TYPE 5 T �-- LONGSIDE •4 SIDE SIDE f TABLE DIMENSIONS: MAY BE CIRIENTED �VERTIDALLY OR HORIZONTALLYAS SHOWN: 1-1116, NoM. GLASS STACK LAMINATED - 17('16' GLASS STACK SHORT 3116•TEMPERED GLASS 63l16' ANNEALED GLASS' SIDE n 3116" ANNEALED' GLASS 7l16'AIR1PACE ,090' SG INTERLAYER- 11 8 LONG USEMBERS RVEDONLY .Sre„ 'SIDE FRAME MEMBERS ONLY. .29. GLASS (3TTE 1-3 EXTERIOR G] 21 13 SHORT ,7sie SIDE GLASS: TYPE 7 rvoTt�: 1),9UCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT 1".FROM THE TIP TO•TIP DIMENSION TO DETERMINETHE BUCK DIMENSION.. 2) FC)R;SIZES NCFSHOWN. R'OUNO.UP TO'THE NEXT. AVAILABLE SHORTOR LONG DIMENSION. .3) FOR %ARCHITECTURAL WINbpWS, FIND THE&MALLESTWINOOW SIZE.IN THE TABLE A130VE WHICHTHE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)JTHIS.SHEET APPLIE$.ONLY TO FLANGE•/AND•EOUAL-LEG WINOOWsC bo NOT USE WITH FIWFRAMED WINDOWS. > M ` Cl v � m �a D_' [1 v c o CD cm :400 0. N - co O 0 LL T LL. CD un;a0 _ W UU X� d W Z 0 h 03 0 OMO W p7 OD �. r Z EL m v O C) J J J Do LL 0 . d o o (pI- z W a 7�45 0 CO Z Q Z, W efgcS 3 0_ it z tiW o W Ld X W ti C] unll :sap �01. A. LYNN MILLER, P.E. P.12*59705 TABLE 7: Window Design Pressure {+r . psf) for Glass •types e & 8 Lang S de In ; .87--7/9 72• 78! 80 1 84 88 92 98 10D 104 109-V2 1 112 116 120 124 125 132 1 135 140 144 30 32 34 +90(-130. +901-130: toot-1 t90t-130 +99F130 +901130 +901-130. •+901.130 •+901-130 +SN130 +901-130 +901-131 +907-130• +901-130 +901.190k +gN-030 .+901-130. toot-Vo. +901 330" +9ol-l?o +901430 +901.130 •+90!•130 +901.130 .+901-130 .4901130 �90713 +901-130 +901.130 t901-170 '+901.130 +907.730 +901730 +901-13D +901•130 toot-130 +901-130 toot 190 toot-130. r901.130 +9p1.130 +9N•130 +901130 t901. 30 toot-030 +9D1.130 t90f•130 i901.130 +9D1-130 +90•13D +901•130 t9W130' t9ol-130 +9D1.130 +901-130 +001-130 36 38 40. +90/-130• +801.130. +901130 toot-130. •t90t-130. -1 �+90k190 toot-t30 +90I:130 +901-130` +906130 +901;13D toot-130' +90t=130 +901.130 +9 -130` t901.130: +90f130 +901.130: - +901-130 toot-130 :+9omw +901-130 ,+901.130 +901-030 +9N.130 +92"o toot-130 MJO!•130 t9C!•128.8 +901.130 #9D1.130 +J0f+1732 +901-130 *901-190 +901.172 +901-13D +901.129.2 +901430 *901-127.3 +901.13D +901.1M " 42 44 +9ol.130' +601-130 390/.13D +90f130. +90P•130 .+90-111 +•901-13D +90l130 +g01.130. ! +901.130. . tool.1. +90f-130, +90mm +901-130• ..§W129.3 +SW.124.5 +901-123:2' +9N-119.4 +9N-119.7 +9W-115 .+901-11&4 " s 46 .+901130 +90t.13D• .+901.130 +901.130 +901.13D t901.130 +9D'.126.9 -901120.5 +90'415.3 4$ .tool-130 +901130^ +901130 t901-130 +90t,13D +90'-1217 '..+9W-1T3 +9W-016.5 0 +9ot•13T. +90/13D +90f430 +901.13D. +901.130. +901426.2' +89.41-119. .g 62 •. +90/-130 +901130 +90f.130 +90f.13D +90143D +8$0f-123 54 56 +901.130 +99l-13D:. 490130^. +901- 330_ +9D1.130 +9D7-130 +901--130 +69.41-079• +8101127:1 58 +901_190 toot-130.. i90/-130. - 60 1 SOW-133 +901.130-:' 4.a9.61-129: - 62 1 4901-IM +901130 84 +90113D� +901.130 65 +90l1304 6/-718. 1 - +9011130 - 7/16°D . LAMINATE GLASSSTACIC n� 311 V..HEAT°STRENGTHENED. GLASS EXTERIOR a: GLASS:TYPE 6 5I8° GLASS SUE: FROMTHETIP TO•TIP DIMENSIONTO DEIERMINETHE 13UCKDIMENSION. 'OR LONG DIMENSION. w.Twr TA9LEASOVE'wHicH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY'OR 1�1116' NOM. HORIZONTALLY AS SHOWN. GLASS STACK 711VLARINATED LONG GLASS STACK SIDE iR 3M6°TEMPERED GLASS 3/1WHEAT STRENGTHENED GLASS LONG SIDE - jy 3116• HEATSTRENGTHENED GLASS '� Y GLASS 7116"AIRSPACE .090`SG INTERLAYER SHORT �y I SIDE f� ­'t SHORT SIDEI� USED ATCURVED . FRAME MEMBERS ONLY ,Oa"11-WW O.C: MAX EXTERIOR a 518° GLASS SITE GLASS TYPE 8 T �- LONG SIDE -r^I 9' SHORT SIDE LONG .SIDE SHORT .SIDE .r1 a u m NPZ D_ 0 0 c. O,t. v 0 o co J � m a Z , zu_ u11LL en n e a d °- w VU XN o W Z O M v I- m O 2 C9' 'pN DH0 w ,.., a> o00 v z eop 0 r J Q Q t.. LL O � U3 LU 1pp45 O. W ¢ O Z tY CL 51535 y? Z C LU L� hq U LLl � y ?� ° p U_. in a7iL o:o0. :p/ie5 EDGE DISTANCE INSTALLATION .TYPE P 4e 'WINDOW BUCK HEIGHT G) SUCK - NOTE 2, EMBEDMENT Et DIS , NIsk AA)( 1 SHIM �. _•-.m CONCRETEICMU PER -ANCHOR REQUIREMENT 1/4' MAX'$HIM �-• #12 STEEL SELF -DRILLING SMS (G ), SEE TABLE B,.1\ �r �� 61 THIS SHEET INSTALLATION TYPE C EMBEDMENT N"MAX: SHIM INSTALLATION METHOD D INSTALLATION -ANCHOR UNDERNEAT.HfiHE BEADING EXTERIOR MIAMI-DADS APPROVED MULLION :(SFF—SieERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PR'OPEIMES, TABLE B,THIS SHEET J — 1/4•MAX•SHIM. 1X WOOD'BUCKSTRIP. SEE NOTE Z THIS SHEET .: PONCRETE PER �- •� ;I " . ANCHOR INSTALLATION NOTES! :REQUIREMENT 1. USE ONLYANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCELIMITS. - " �•' 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•, ARE BUCKS WHOSETOTAL. ni—ESS IS LESS—.1-1h".1X.tNOOD. BUGHS ARE. _ EDGE TYP.ANCHOR•TYPE,EMBEDMENT OPTIONAI, IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD.BUCKSDEPICTED As:-z'ARE-1-V2'THICK OR GREATER. DISTANCE AND_ EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS.OR AS APPROVED. BY AUTHORITY HAVING SUBSTRATE;SEETABLEB,THISSHEET JURISDICTION: VERTICAL. SECTION B-B 3. FOR ATTACHMENTTOMETAL•THESTRUCTURALMEMBER SHALL BEOFASIZETb:pROVIDEFULLSUPPORTTOTHEWINDOWFRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIESTO WROLE SYSTEM: 1)( WOOD SEE NOTE 2, TIP. ANCHOR TYPE;.Er1SEDMENTAND EDGE DISTANCE PER SUBSTRATE.. SEE TABLE B, THIS SHEET 5�t —EMBEDMENT SUCKSTRIP, - THIS SHEET • 4 EDGE DISTANCE 11 EXTERIOR 1 VISIBLELIGHTINIDTH'= S' 1 WINDOW SUCK WIDTH-2-30 -WINDOW BUCK WIDTH CONCRETEICI TIP -TO -TIP WINDOW WIDTH PERANCH01 REQUIREMEp HORIZONTAL SECTION A -A Anchor Suhshele MbL Edo' Mln. Embedment Max O.C. Dietes etl .S02cltm P.T. Sell m Pine (SG=0.55) 2115! 1318' IT 412 or#l4 410 SS SeleW Aluminum.•8063-T5 MUL ,21B' 0.W • IT .A3SStool 31B• :0.063'• 12, Steel Sh9j GC33.mlm •316" 0.04S-18Go - 12, P.T. Southam P)n0 (SG=0,55) 8/16' 9.3181� 12' 612 or 914 Steel Setevi (GS), AIU(NOUm, 50Gi•Tb mfn: •318• 0.05r 12' Ji3851ee1EC--E0)2-11Z' 1B^ .OA63' • - 12' SIOeI Stud, 33 m1E 0,045'(18'GO)' 12• UnOmutetl CMU, NSTM-V2' 1-114^ 1Y Ole--410 SS CreteFlex concrete (min, 3,35„ 1' 1+T/4" .12' - - -tV2 CMU,,(ASTM-112' r-v4• : (z• ruled - Grouted CMU.{ASTM -VT 1,3(a• 12'511ESteel UitrscenCellorota (min. 3.5 K-1l4'12• Gmdled OMU, ASTM -112' 1.3f4' 12' 'MIN..Ul-31NHtAU6YItTUNU Irlt MCIAL'DUt1,l(WIe. > _2 C4 g 10 rn . — D O O oOgmraN Z U- to ImJ Z x XLr UUNC W W— CO F- m O `fi CU 'oto DrnD CD > O ,O "rn O F- O Z co V o r Z zz ',ws, O �' WU w (wU Z Nm" !L IL yl11 '�=�0 seueS A. LYNN MILLER; P.E. P.E.0 68705 EDGE .� DISTANCE INSTALLATION TYPE E •' 4 EXTERIOR a WINDOW BUCK HEIGHT '. 2X WOOD BUCKSTRIP INSTALLATION OR FRAMING, SEE TYPE G NOTE 2;THIS SHEET EMBEDMENT 114'SHIM MAX � I EMBEDMENT SHIM .� EDGE DISTANCE 1!4• MAX I OR-TTPE, r VT.ANDEDGE. PER SUBSTRATE, i9.THISSHEET S ONLY '•' •�- x• CONCREFJCMU PERANCHOR REQUIREMENT 174' MM SHIM dF12 STEEL SELF-DRILLING.SMS (G5), SEE SHEET,�_ INSTALLATION TYPE H EXTERIOR V 'MIAMI-DADEAPPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TA9LF'MIS-SHEET INSTALLATION. TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEETABLE 9. THIS SHEET '�-' EXTERIOR 4 '0' 11 VISIBLE LIGHT WIDTH = I� WINDOW BUCK WIDTH-2-314•' WINDOW SUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT EDGE ".�~-•. •-• DISTANCE CONCRETEICMU PER -ANCHOR REQUIREMENT Anther Subctmto Mln Edge Dletaneo. Min. Embedment Max O.C. .Spaaie $12ere14410SSSCRW P.T. Southern Pine (S =055) 9116" leli*% 12" Alum11111W 6063TSTnin. ,316" 0. " 4T A38.Steel air O,Dw ` 'IT Steal Stud;Go 33 min. 31V 0.046". 1B,Ga)• 1T #12 or#14.Steel Scm.W(05) P.T. Soumem Pine (SG=D.SD) 011E Iwo* �1T Aluminum. 606345 min.. 318, O.D83'• "IT A30 Steel 318" 0.0m. • ` 27 Steel Stud..GL 33 rrdm 318" 0.045" (18 G2)' 1T 714' 410 SS CmWlex UnOtouled CMU, (ASTM 0.80) 2.112` 1-1141 - 12".- 'Concrete (into. 3.35 Hsi) 1" 1.314, 127 114" Steel Ultmcan Concmte.. min; 285 kd 1' 13/4' 12' Conttetelmin..285 kdi) 2-1/2" 1.3t8" 12" Unglouted CMU• (ASTM. G80) 2-,112"' 1-114' 12, .Gmlltad C U, (ABTM LSO) 2.11T 13/4' 12" 5116" steal Uilr4eon Cenorelo lmin.3.5 kcq 1-1/4 131a• 12" Grouted CMU, (ASTM.G90 ' 2.71T n314' .12• 1l�'MAXSHIM - ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. TT } iXWOOD BUCKSTRIP; SEE NOTE 2. THIS SHEET EMBEDMENT ' ,� . • ; CONCRETE PER. ANCHOR INSTALLATION NOTES, •s • e. .' REQUIREMENT 1. USE ONLY -ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCEUM)TSo _ - - '• - ' �. •,• �•.' 2-WOOD13UCKS DEPICTED ON THIS SHEET AS'1X', ARE SUCKSWHOSE TOTALTHICKNESS IS.LESS THAN 1A/2% 1X WOOMBUCKS ARE INSTALLATION • I EDGE TYP.�ANCHORTYPE.EMBEDMENT OFTIONALIFUNIT CAN BEINSTALLEDDIREOTLY'TCSOLID CONCRETE. WOOD BUCKS OEPIC)EDAS'D('ARE 1-112"THICK ORGREATER. TYPE' F r' DISTANCE AND EDGE 0151'ANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO SE ENGINEkI16 SY'OTHERS:OR°ASAPPROVED BYAUTHOR)TY HAVING SUBSTRATE, SEE TABLE'9,THIS-SHEET JURISDICTION. VERTICAL SECTION D-D 3. FOR ATTACHMENT:TO METAL, THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULUON NOA APPLIES To WHOLE SYSTEM. > > m a. � m ,spa 0 N 14 NC op co W Lu Z O •" I _t m. -j C3 ' ,IB o 2 LL r u- 0 uNwp w z in Lu m O `r CD WAG 0 X oZ DO-'z �. O _ Fq Z o LL O J � © Z ¢ 7ao4S s to F O .Z Z Z W alc�S J NN U W =:) x 1L 0 W D-Ia. ' Mou 'asap sapa5 A. LYNN MILLER. P.E. E.R.66705 7Y?.ANCHORTYf'E, 3AwI. •EMBEDMEW.ANDED.GE EMBEDMENT' R Fl NOTE NOTE DISTANCE PFRSUBSTRATE: SEE TABLE 10, THIS SHEET INSTALLATION r� TYPEI ,{ 1 USED AT WAVED 'EXTERIOR' 2FRAMEMEMBERS•ONLY a Q11J/8!O.C: MAX WINDOW -HEIGHT INSTALLATION TYPE) INSTALLATION INSTALLATION ,THISSHEET TYPE J TYPE K EDGE EDGE . DISTANCE .DISTANCE �{� 1/0.'MAX EDGE DISTANCE im I SHIMQ 2XWOODBUCKsmiP 2X WDOBUCKSTRIP'OR FRAMING, SEE`R• 'NOTE 2, THIS -SHEET NOTE 2, THIS SHEET 1/0.',MAX TYP. ANCHOR TYPE,EMBEOMENTAND SHIM - EDGE DISTANCE PER SUBSTRATE, I „ SEETABLE 10. THIS SHEET L ,la" MAXSHIM, INSTALLATION: TYPE L tlt D STEEL •SELF•DRILUNG SMS (05); SEETABLE 1D: THIS SHEET 2XWOODBUCKSTRIP EXTERIOR OR FRAMING,SEI: N0,TE2,'THISSHEET- V MIAMI-DADEAPPROVED MULLION �1/4'MAXSHIM (SEE SEPERATE NOA), ALUMINUM. STE£1: FRAMING OR STEEL STUD. SEESUBSTRATE PROPERTIES. TABLE I0.THIS.SHEET EDGE DISTANCE EMBEDMENT EXTERIOR v VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH -2.3rd: WINDOW BUCK WIDTH ORIZONTAL SECTION E-E Anchor SiIbstrale Mln. Edge Distance Max. O.C. S cln -. 21/2" x .113•. "Nall P.T. SmIlhern Plno SG=0.5S . 6115, 5" 2-112" x .131" Common NaA P.T. Somem Ping SG=0. 318" 5" 2-112" x .14W Roo11n Nall -P.T. Southem P.Ine. SG-0.55 . 318" .61 #10 x 1" Steal Scrw P.T. Southern Pine SGF0;55 12" S. 0,093' Aluminum, 6063-TS min. 5116° 5" 111E'A3SSteel 511E 1 ;S' 0.045" 1B Gs .Steel Stud.: Gr. 33 I 5110 1 ;6 MIN: UP 3 1 HREAD5 BETUND THE METAC'SUBSTRATE Y .INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENT 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.. �— EMSE13MENT _\ MID EDGEOISTANcii7m . SUBSTRATE; SEETABEEI0,THiS'SHEET 2. WOOD BUCKS DEPIC73ED ON THIS SHEET AS -I)V. ARE BUCKS WHOSE TOTALTHICKNESS IS LESS TKAN1-11r.IXWOOD BUCWARE .OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO.SOLID CONCRETE. WOOD BUCKS DEPICTED -AS WARE 1-112- THICK -OR GREATER.- INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO eE ENGINEERED SY OTHERS OR ASAPPROVED BY -.AUTHORITY HAVING VERTICAL'SECTION F-F JURISDICTION. 3. FOR ATTACHMENTTO METAL:.THE STRUCTURAL MEMBER SHALL BE OF A`SIZETO PROVIDE FULLSUPPORTTO THE WINDOW FRAME. 4.IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. i a m a a W m Y m i � r C7 N a op p 0 m M Lail N J f 0 Z D' L IL to J VN.wp U rWj. X .N o O CD o> 00 rn �Z (.Z 0 O J co raalr5 ® }� O U) Z < Z J ala�5 Q of 00 O n Clj � LU Z LU LL LL A. =u sa+ras 1 r A. LYNN MILLER, P.E. P.EA 5a705 INSTALLATION TYPE.M FOR?HIS INSTALLATION METHOD ONLY, ANCHORS MAY Be,NO E MORE THAN'6'O.C, EXTERIOR. WIN00!N BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - INSTALLATION TYPE N IENT 1� EDGE 1. DISTANCE EDGE 2X WOOD SUCKSTRIP N OR FRAMINO,SEE INSTALLATION TYPE M INSTALLATION DISTANCE �NOTEB,THIS SHEET FOR�THIS INSTALLATION TYPE-N Yea EMBEDMENT METHOD ONLY, ANCHORS MAY BE NO ' 1/4' MAX. SHE MORE THAN 810:C. IM. /) 1XWOODBUCKSTRIP.SEE �� U 2XWOODBUCKSTRIP NOTE Q, THISSHEET OR FRAMING. SEE NOTE 2, THIS SHEET ' �1/4"MAX TYP. ANCHOR TYPE, EMBEDMENTAND SHIM EDGE DISTANCE PER SUBSTRATE. TYNANCHORTYPE, S SEE TABLE i1; THIS SHEET i• `. �11r xll� 11ACE PER SUAMTIATE _ .. ..-. _ •. r QURVED DISTANCE EDGE MEMBERS ONLY r`O.C. MN.(. Lft ,C.N.RETHCMU PERANCHOR REQUIREMENT 1/4° MAX-5HIIM 1NS.TALLA7ION TYPE O FORTHIS INSTALLATION METfiOD ONLY,. ANOH012SMA1' BE NO a MoRETHANeo.c. 412 STEEL SELF ORILLINc1 SMS (GS),SEETABLEIO, . THIS SHEET EMBEDMENT T EDGE DISTANCE ft ti. CONCFEfE(OMU PERANCHOR VISIBLEUGHT.WIDTH= 5. REQUIREMENT WINDOW BUCK WID.Tt1-2.3W WINDOW BUCK WIOTH EXTERIOR V I71'. r EXTERIOR D,c,. ENIBEOMENT k tuiaDGE OMENTc DISTANCE'FER SUBSTRATE.• SEE TABLE ii, -(His SHEET MIAMI-DADE APPROVED MULLION(SEE SEPERATE NOA); ALUMINUM, J1/4"MAXSHIM STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE. PROPERTIES, T} }TABLE'11,THIS'SHEET 11X WOOD'SUCKSTRIP: i SEE NOTE 2, THIS -SHEET , VERT16AL SECTION H-H HORIZONTAL SECTION G-G TAR1 E 11• Armhor substrate Mrs. Edge Mrs.Min. Embedment Max. O.C. S eln 812 or814 410 SS Screw P.T. Southern Pine SG=0.55 .. 711 1 1316- 8' Aluminum 5063-T6 min: 31 " >0.063'' • •. E' A3SSteel 319' :6.063" B' Steel Stud.: Ge.33 min: 3/8- 0.04&' iB Ge " E' Bit or814 Sleel,Scmw(GS) P.T. Southern Pine SG-0.65 9116' 1.3/W •B' Aluminum, 6063-75 min. . A36 Steel 313" 316! 0.063" "0.063". B' 61 Steel Slud,. Gr. 33 min. 3l61 D.045" 18 Gal 61 114.410 SS CicteFlex Ungrouted CMU, (ASTM C40 . 2.1/2' 1414' 12' Concrete (min.1.35ksO.- V. 1314' - 12" 114'Steal Uumcon Concrele(min. 2.85 ks - 11 13w 12' Concrelemin-.2a5 ks1 .2-1/2' 131v 12' UrIGMUled CMU.(AS 7M C•00 .2.11Z 1.1W 12- Grouted CMU, (ASTM C-90 2.112" 1314! 12' 5116' Steel U11mcon 'Conorete min. 3.5B9 1-714' 1aM" 12' GmuledOMU. TM'.C410 2.112" 1ta14` 12, MNi Ur s rNKLAUa CtTUNU' Int MtIALSUbb1 Kilt. INSTALLA770M NOTES: 1. USE ONLY ANCHOR&LISTED ON THIS SHEET- FOLLOW EMBEDMENTANO EDGEDISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSETOTALTHICKNESS IS LES"IAN 1.1&%;IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID.CONCRETE. WOOD BUCKS DEPICTED A5"2X1ARE 1-1WTHICKOR-GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKSTO BE ENGINEERED BY OTHERS OMAS APPROVED BY AUTHORITYHAVWG. JURISDICTION. 3. FOR ATTACHMENT TO METAL' THE STRUCTURALMEM13ER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. A. IFAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIESTDWHOLESYSTEM: w r N Y y M �eL °1c0 O N (D N O.ML7. ou� to 0_JCD LLcow0 uo Or C=) Lu X w C] cz m0 `r =CD oa•. w _ t. > O p `- �Z EL rn O LL J p M Q J��VS Q'� N A O O rq Z 0 oJo�s. Z * NN .W Z tico x Z LL gnu LL -xod CL (L .�,os A. LYNN MILLER, P.E. P E8M705 �]\ 0 § r\\ , . 1.. /» § �, \ m k� M . 0\ 7 7b � �§ so, ƒ \ « .# : ° . \ k F, ^ �� \ i � \c! ) ° : . � . j\ %q �§ . �. 1077 ; ) §� § 2§ 1.7oo#mm±GoRVE P �- �4w- . N. aNC�E, R�2a5 B }§ \ ' �O.BOX l�a2 `t � 8 NOKOMIS,R342 & A,Mg,s \lAS WINDOW,SN7E�rNO G,ubLE,ES J13 rn ;+K amaIONS ANo Ams &J�mwKI «°r � ) Pw 2\ qs / m o 2 2 Mo z a 4 /B Item PGT Part# Desai Gon Material' 1 42530 lFlanged.Rame. Alum. 6063 TS 2 4285 laqual4eg.Frame Alum:8083:M 3' 4255 jlnteamFM-FraMe* Alum, 6663-75 4 4256 17116, Lam""•Glass Beadind Algln. 8063--r5 5 4234 II.G. Glass Beading Aiumc6063T5 6a 4270. InstaV3tlon FWapgrCoter Alum, 606375 6b 4224 Installaton Fastenet Cover Rlgld-PVC. 10 .7D5591r• Cake:;aeT90'comerjolnts) polyethylene if TP247/8 Vigyl'Bulb VVeattierWp Flex PVC;.Duro. 65+1-1 13 Dow 89A.GE770D 818cone orEquiv. 20 71B52K Setting Block; Mori'b; 3116' x 7N,6' x 4' Neo,'prene; Dum. 85+11 21 1 7.1704AK ` SetUha Block, I;G. 3116" x 1-3/32" x..4" NeeprenerDum.85' 29 48.x:1414''FH SMS Stainless Steel 30 1 761PDX ;98'x 1':QDed'I?H;SMS. SYainlbsS Steel 7s KODISPACE :4SG,TPS 2.7E4' L� A94"-4 .q94° -4 1..— 074' 062" 4744 062' 1.375° 1.875' 0•4 ;500" ,43V 1.00':, . , .500°-••�-Ifa 050"°'°°° A50ma°°c OFLANGE FRAME; O EQUAL -LEG -FRAME ##4253C,'6063--T5: #4285. 6063-T5 1206• I-•� .675 3116" & 1/4" 4 GLASS -BEADING ##4258,. 6063 T5 .HOT-MELT'BLITYL STRIJ=PAL SILICONE n•. FOAM 311G"NOM. WITH DESICCANT EXT.-GLASS .. . GLASS SUPER 7a SPACED@ NXT- Part# Description Material 75 ,Kommerling4SG.TPS,SpacerSystem See.this Sheet for Materials 76 Quanex Super $pacernXr Wth'Hot Melt Butyl 77 .. Quariex Duraseal:Spacer 78 Cardinal •X_ Edga Spacer I-- .346" .875' .050• I.G. GLASS 5 BEADING #4254i:6063-T5 2.784' .094'--11-�— .074° - — r ;062• 500" LI ' 43V { ��--- :050"mou• 077° 3 FIN.FRAME -04256, 6063 TS �.037" I�r— A50� INSTALLATION 68 FASTENER COVER #4270, 6063-75 ncuvrvnvcnc+.+ POLYISO- DESICCANT FILL AREA eLITYLENE' . 5116' NOM: 5/16' NOM. SEAL BUTYL & SILICONE SEAL DESICCANT RCLL+FORMM FOAM; STAINLESS STEEL EXT.GLASS EXT.GLASS .• 11 T. MMS INT. GLASS n DURASEALO 7a..XL EDGE'"' SPACER SPACER s z m JR-05105116-ADDED THIS SHEET wrrH•SPACERS'3 MOVED�PAR-r% z` 7 to' Y CO m •noy r ❑:m v 0 O O i n n. CJ.-.N a1v0 N W' Uj Z O; raj m Q --L N G �. 9 N i Z v- t0 LL' t0 J me"ie ❑ U U O M X S2 o 111Z Oaa m -3 OJ y W •"N DMc o W 0 ti> pp z z .- �Z O M LL 3 ° O o co z co ra"45 U) Z In z CO w Z o1-5 � ❑ NN n La 0 w M X O rLEL LL rD-351 Ed Lk- ��.. A. LYNN MILLER. P.E P.Ek 58705