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HomeMy WebLinkAboutProduct Approval (2) MIAMZUE MMM-DARE COUNTY PROUYUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOU1RCr:,(BEI:) 11805 SW 26 Strcwt,Room 208 BOARD AND CODE.ADMINISTRATION DIVISION T(7t?Q 315-2590 F(786)315-2599 NOTI(a OF ACCEPTANCE NOAH egency Plus,Inc. 1024 Locust Gap Highway oust Carmel,PA 17851 SCOPE: •This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewer{ and accepted by Miami-Dade County RER- Product Control Section to be used in Miarni-bade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after tho expiration date stated b0ow.The.Miami-Dede County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer 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 revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,-and has been designed to comply with the Florida Building Codejn_qLUding the High Velocity Hurricane Zonb. IESCRIPTION:Series"5305 Tilt"White PVC Double Hung Window_-L.M. . APPROVAL DOCUMENT:Drawing No.RPLS0064,titled"Series 5305 Tilt Double Htmg Impact Vinyl Window",sheets I through 8 of 8,dated 01/12/09,with revision H dated 09/24/15,prepared by PTC,LLC; signed and sealed by Robert J. Amoruso, 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 j Control Section. ISSILE MPACT TIN u:Large anti Small Miss a tnpact esistant LABELING: Each unit shall bear a permanent label wit the manufacturces name or logo, city, state, series, and following statement: "Miami-Dade County'Product Control Approved", unless otherwise noted herein. RENEWAL 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: 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. This NOA revises NOA No. 13-1007.10 and consists of this page 1 and evidence pages E-1 and E-2, as Nvell as approval doctnnent mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. r""— NOA No.15-0618.02 MtAMh DE COUNTY 2 (ApprovolDate: xpdratlon Date: May 06,2019 October 01,2fl15 1 Page I Regency Plus,Inc. NDTICE-Q-FACCEPTANCE:_--EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under MA No. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets I through 8 of 8, dated 01/12/09, with revision H dated 09124115, prepared by PTC,LLC, signed and sealed by Robert J.Amoroso,P.E. B. TESTS 1. 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,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 along with marked-up drawings and installation diagram of series 5305 tilt double hung vinyl window,prepared by National Certified Testing Laboratories, Test Report No. NCTI,110-11422-2, dated 10/02/08, with revision dated 01109/09, and addendum letter dated 03/12/09,all signed and sealed by Harold E.Rupp,P.E. (Stebmilled under N0.4 Allo. 09-0122.05) i. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated (16101115 with revision dated 09101115, prepared by PTC, LLC, signed and sealed by Robert J.Amorusq,P.E. 2. Glazing complies with ASTM E1300-0401 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERLAL CERTIFICATIONS I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite@ FVB Glass Interlayer"dated 04/25115,expiring on 12/11/16. 2. 14otice of Acceptance No, 12-1120,02, issued to Royal Window and Door Profiles' Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18. "Mek?JU Manuel rez, Product Contro suer Expiration No. 15-0618.02 I)Rte: May 06s 2019 Approval Date: October 01,2015 r-. Reaency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE,SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 311 Edition (2014) and of no .financial interest, dated 06/01/15, prepared. by PTC, LLC, signed and scaled by Robert J.Amoruso,P.E. 2. Laboratory compliance letter in the Test Report No. NC L L-110-11422 2, issued by National Certified Testing Laboratories, dated 10/02/08,with revision dated 01/08/09, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 09-012Z 05) G. (OTHERS 1. Notice of Acceptance No. 13-1007.10, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 05106/13 and expiring on 05106/19. s F is i. I. Manuel rez,P.E. Product Control Exa incr NOA No. 1 18.01 Expiration Date: May 06,2019 . Approval Date: October 01,2015 E-2 t ItEGENCY FLUSI�1[��W 4 s SMUES ���5 TILTI� IJEYlE HUNG �`�VINYL o LS IIr STALILA'I'ION ANS®]€�AG�IID�'I"� = o - $ GENBRALNOTFA: IN6TALLATION NDTes; o 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED A.OUTSIDE WKL-REWIRE THAT A LICENSED u• TO COMPLY WITH STH EDITION(20141)FLORIDA BUILDING ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ® 8.IMSTAWTION ANCHORS AND ASSOCIATED HARDWARE � O CODE(FSC)•BUILDING AND RESIDENTIAL VOLUMES SPECIFIC pOCUMENTS FOR USE VJ7TH THIS 91CHOR LOCATIONSHOWN. c INCLUDING THE HIGH VELOCITY HURRICANE ZONE lH+/HI) DOCUMENT. FAUST BE MAO.-OF(;,QESISTA N RESISTANT MATERIAL OR _ AT THE DESIGN PRESSURE STATED HEREIN. 8.INSIDE HVHZ REQUIRE THATA ONE-TIME SITE 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED 13 HAVE A CORROSION RESISTANT COATING. iT SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR S FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION 13 2 THE PRW UCT DETAJI,COP(TAINEO ILROX ARE BASED ® FROM THE MIAMI-OADE COUNTY PRODUCT CONTROL. PRODUCT INSTAL ATION• ANCHORS INTO MORTAR JOINTS,EOM DWANCE 19 UPON SIGNED AND SEALED TEST REPORTO t-Z n NCTL-t1011t22.2DATED f?AtNe,AODENDUMDA7ED 7.1IaTFJ'nALS. :,3tCiQASAEOIJIRF,DATEADHRJSTAU/tTIONANCNOR ® MEASURED FROM FREEEOOEOFBLOCKOREOG£OF a= p 11ttONM ANDADDENDUM 11 DATED 031IMS AND WITH LOAD BEARING SHIM(S),MAXIMUM ALLOWABLE j"TAR JOi;4T t;, F-c--F SKELL OF BLOCK p�5 � P .•.S:x:i,I�1i=v.rilt: .it�Nii Si�;iJPeD.i?F.i'?.i!:.S�`::? :.1 t;'r'iFi[iCirY Fio.:dE 61ATERiAL;:fiY:.I.iM177:C.7N :.'^^� SHIM SIZE 1M IkGH,SHIM WJHERE SPACE OF 1118 INCH ..ERE TESTED IN ACCO WITH Hti H VELfi,-R'.' PROFILES.PLANT 13 RIGID VINYL PVC FER 0MAM RADE OR GREATER OCCURB.SHM(S)SHALL BE CONN6YRUCTED 10.INSTALLATION RNCHOR%SHf.LL BE INSTALLED IN t1URRk:AHE 2AllE TE'STkKi PROIYM,Oi01 AS•201,'TAS•202 NOTICE OF ACCEPTANCE(NDA)NO.12-1120.02. OF HIGH DENSITY PLASTIC OR BET'PER. ACCORDANCE WITH ANCHOR MANUFACTURER'S g.i AND TAS-"3. ® INSTALLATION INSTRUCTIONS AND ANCHORS SHALL CL77 7.2GLAZING INTERLAYER KURANAY AMERICA INC. L FOR INSTALLATION INTO WOOD FRAMING.USE 012 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS N i THAN THE MINIMUM STRENGTH SPECIFIED BY THE LW7 THE PRODUCT HAS BF_E14 EVALUATED FOR COKFOFJYAkCE BUTACITE INTERLAYER PER MIAMI-DAOE NOTICE OF SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH U�U OZ Eq TO THE STANDARDS LISTED IN THE STH EDITION(20)4) ®ACCEPTANCE(HOA)N0.1aA910.f0. MINIMUM EMBEDMENT,MINIMUM EOM DISTANCE IS 718 ANCHOR MANUFACTURER. O ¢ uy tlg 4 FLORIDA BUILDING(AGE(FSC)-BUILDING AND INCHES' N,INSTALLATION ANCHOR CAPACITIES FOR PROQUCTS RESIDENTIAL VOLUMES AND IS IN COLAPUAHCE WITH SAID B NOT USED. d ksskkk STANDARDS INCLUDING HIGH VELOCITY HURRICANE ZONE® S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE a KVHZ)REQUIREMENTS. S.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-0461. MASONRY.OR DIRECTLY INTO CONCRETE!MASONRY. FOLLOWING PROPERTIES: .�pp I SEE SHEET 0 FOR GLAZING DETAIL. ®USE 19 INCH ITA ADVANCED THREADFORM TAPCONS OF® St 13 , >f ,9 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE SUFFICIENT LENGTHTOACHIEVE THE FOLLOIMNG; A WOOD-PRESSURE TREATED(PT)SOUTHERN iW tNLiSONRY.LYO2X rAM:NG AS A!MIN WIND FORCE IO DESIGNATION°X`STANDS FOR THE FOLLOWING: 5.1. CONCRETE SUBSTRATE YELLOW PINE MINIMUM SPECIFIC GRAVITY OF 0.65 RESISTING SYSTEM CAPABLE OF N THSTANOINO AND X-OPERABLE PANEL S.I.I. i 12INCH MINIMU,VI EWEL)HENT ® LUMBER MUST COMPLY WITH 67H EDITION FSWRC u„ TRANSFERRING APPLIED PRODUCT LOADS TO THE 5.12 1.12 INCH MINIMUM EWE DISTANCE AB RELATEO TO WOOD PROTECTION. 5 STRUCTURE IS THE RESPONSIBILITY OF THE ENGWEER 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND 5.2. MASONRY SUBSTRATE S. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF F ,R ARCHJTECT OF P.L-CORD AND TO BE RE\iE!;iED NY LOADS WAS NOT USED BN TH4E DESIGN OF THE 52.1. 1 INCH MINIMUM EMBEDMENT 2600 psi AND COMPLIES WITH ACI 301. AGENCY HAVING JURISDICTION(AHJ) PRODUCT(S)SHOWN HEREIN MIND LOAD DURATKRN 5.2.2. 2INCH MINNItduM EDGE UISTANGE C. MASONiA •STRENGTH CONFORMS TO ASTM C•90, FACTOR(Cd-til)HAS BEEN USED FOR WDODANCHOR MEDIUM WEIGHTWITHDENSITY>117PCF.. RebarJAMOOM.PE 5.1X AND 2X BUCKS NNIS USED)SHALL BE DESIGNED AND DESIGN WHERE YPOOD-ONLY FAILURE GOVERNS.FOR 0.FOR PARTING STOP INSTALLATION USE 18 WOOD fbgaa P,E.to 29762 ANCHORED TO PRC?EHLY TRANSFER ALL LOADS TO THE ® OTHER MATERIALS,APPROPRIATE SAFETY FACTORS SCREYWS. STRUCTURESPONSRSAMOFE.RUCK i ENEN04WERORARCIITECTOF PER TEAPPLICABLE OESKNN3•PANDARDARE USED, 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ,1,,,5NME 4,14.- RECORD AND TO BE RLVIEWED BY ANI. 12.WRF.ON UUIIREiLENTS EXIST.WIND-BORNE SE OF AN APPROVED IMPACT STUCCO,FOAM.FINISHES. BRICKKVVENEER AND SIDING NG BUT NOT LIMITED TO .���,0T4�'`�C•E SF O•DG 0.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE PROTECTIVE SYSTEM IS NOT REQUIRED, Q0.'• NO 4973 GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF CONDITIONS CAUSE q1� INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE 'p• TATE F OF THE FOLLOWING OPTIONS: Ute., a4r TABLE CONTENTS SHEET REV. SHEET E TNON 1 D GENERAL NOTES,INSTALLATION NOTESS O.P.CHART 2 D ELEVATION&ANCHOR LAYOUT rRPnIIGT R4VlSL'0 3 O ELEVATION&ANCHOR LAYOUT �•"• m caoM>'�t wPD 1Ra 1-�� N D VERTICAL SECTIONS ltml4meOodo($O(s19. DESIGN PRESSURE RATING(PSF) IMPACT RATING aa-erwoct NP S 0 VERTICAL SECTIONS l; blmttsa 6 0 HORIZONTAL SECTIONS&GLAZING DETAIL t6b.0 LARGE MIME 7 D BILL OFWTER1ALSANDCOMPONENTS IMPACT �i1rm B D COMPONENTS SC DETAIL k r I rc Y r ■ MAX.O.A.WIDTH AW/PARTING STOP 551* X.OAFRAME HW a WID A�0 4 ---cmA EVW:OD-T i TOP SASH WIDTH 49.46- TOP SASH 2.83 TYP. D.L.O.WIDTH HEAD&SILL 45.75' FROM PARTING STOP CORNERS 10.00"O.C.TYP. 8.00'FROM JAMS Z� yl�17 4.ODW'TYP.FROM @ HEAD SILL CORNERS TYP. =W So 4.25"TYP.CORNERS=OFWINDOW FROM PARTING STOP CORNERS TOP I TOP SASH 771, SASH D.L.O. 13,75*' EIGHT MAX.®A MAX. HEIGHT HEIGHT W! UNIT 36.625 32.913" I O.C. O.C.SLAX.-,YP. PARTING TYP. 'r O.C.TYP.FOR FRAME MOOD SCREWS STOP HEIGHT 2" C. TYP, O. .C.TYP FOR E SCREW& I BOTTOM BOTTOM SASH CONCRET 3( SASH D.L.O. HEIGHT HEIGHT 3e.625 33,113" ®REINFORCEMENT(TYP.) Ts 012 INSTALLATION 1.518"SCREWS THRU SCREW(TYP.) I ING STOPS(TYP.) 2 RoW J Amm".RE now$VE m 40762 3.00"FROM CORNERS 16 6r O.C.TYP.LL ottsibillso't OAFS @ HEAD&SILL 6";- HEAD&61—1 4.0........... BOTTOM SASH No 4 H— DLOWIDTH 46.8125' -fifJ STATE OF BOTTOM SASH On%ID.'* WIDTH 50.126` IVAL ELEVATION ANCHORLAYOUT A A FAIMOR vlow EXTERIOR VIrW r r4mWn Dow W/PARTING STOPS W1 PARTING STOPS ffy MAX.O.A.FRAME WIDTH 53" _ a o a � TOP SASH cs q WIDTH 49AW TOP SASH u D.L.O. IDTH 4 -�{ 45.75" I 3.09"FROM CORNERS ° t (�HEAD I SILL iYP. I = V 4 a 4 6.00 FKOM JAMB r CORNERS TYP. 3 - _ 3"O.C.TYP.FOR $ TOP WOOD SCREWS. 77" SASH G TOP SASH 4"O.C.TYP.FOR MAX. NEIGH f HEIGHT 13.75" X CONCRETE SCREWS. Y a FRAME 35S"25 O.C.MAX. v UNIT 32.913" TYP. ag HEIGHT a i H BOTO. TOM lI BOTTOM SASH ®2" C. ai c5 z SASH 1 D.L.O. TYP. a o z HEIGHT X HEIGHT g ?� 36.625 33.113 X R F W $ tf REINFORCEMENT(TYP.) � 4 15.sr O.C.TYP. A S DETAIL 1 (SEE SHEET 7) FbWA RE Mo 40M ``o�Q�r GEN P4 ,. ANCHOR LAYOUT BOTTOM SASH P.XTERIOR VIEW o0;•�� sF•.9G DLO WIDTH Q' No X97 � W/O PARTING STOPS J'• 46.8125" _ pt• O � _ BOTTOM SASH ' �t TATE WIDTH 50.125" •,Fs'..o A: G�..• �Ao ,GNA' ELEVATIONYR plyTRNVISED th EXTERIOR VIEW AwCpt 'a 1din ofb15"��a W/O PARTING STOPS "°"D" n & pp CONCRETE BY OTHERS ?W MIN.EDGE DISTANCE (SEE NOTE 4 ON SHEET t} 1 1/2'MIN,EDGE DISTANCE WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS jJ11A.SHIT. 1)BY OTHERS • I 1/2"MIN. 7.X WOOD)By OTHERS EXTERIOR FINISH MSEOMENT IW MAX,SHIM (SEE NOTE 4 ON SHEET 1) € s BY OTHERS I EXTERIOR FINISH PERIMETER SEALANT BY OTHERS(SEE NOTE 6 iX PT WOOD SLICK BY OTHERS BY OTHERS 1 liv MAX.SHIM 1 its'MIN. 'ON SHEET 1) EMBEDMENT EXTERIOR INTERIOR PERIMETER SEALANT 4 6 BY OTHERS VERTICAL SEalON EXTERIOR 3 INTERIOR 5; SUBSTRATH 24 0_1 A 16 16 rSrbm 112 INTERIOR EXTERIOR WNOOW VERTICAL SEC:flON @ - HE(G4T WOOD FRAW SUBSTRATE WINDOW 8 41� HEIGHT 2 't "I 7 i4flij C VER RU's L EXTERIOR n. wTERIOR 60f 2 EXTERIOR 2 INTERIOR .pft" 2 2X moo By OTHERS 6_0)_ (SEE NOTE4 ON SHEET 1) PERIMETER SEALANT 31WE 2 S 4 ,&IX PT WOOD SUCK BY OTHERS BY OTHERS ......... �#4, 5 ,JPERIMETER SEALANT (SEE NOTE 5 ON SHEET 1) Z MIN. NO 4971 F,.0 IFIVIOEDIVIENT 8YOTHERS I Ur MIN, 1 Ir MAY-SHRAJ EXTERIOR FINISH • • BY OTHERS TATE F EXTERIOR FINISH—/ Fl ID 4 ---CONCRETE BY OTHERS -pi BY OTHERS(SEE NOTE jaaaa1111011 WOOD PROTECTION(SEE NOTE 4 ON SHEET 1) 718'MIR EDGE DISTANCE ,ji 1A,SMT.1)BY OTHERS M0%)vcTpxlvtsr`.0 i IW MIN.. V�'R I C S CT O�IN F �plr­ 00 � SUJ�—EDGE DISTANCE SHEATHING BY OTHERS B 00 SUBSTRA 02 VERTIC L EC ION (TYP.)& Pis u+n A RTIC L EC 1�_ IiY UO $ S I tr2'MIN.EDGE DIST. i 1 112'MIN.EMBEDMENT 1X PT WOOD BUCK SY OTH RS (SEE NOTE 5 ON SHEET 1) 71W MIN.EDGE DIST, o $ 3 CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE NOTE 4 ON SHEET 1) 11A SHT.1)BY OTHERS 1 trr MIN.EMBEDMENT aa • e 2X WOOD BY OTHERS 3 o d j SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) V EXTERIOR FINISH a 1 r MIN.EMBED ® i 121 ;i BY OTHERS _ 1X WOOD BUCK BY OTHERS EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) cc PERIMETER SEALANT BY OTHERS BY OTHERS cH PERChcTER�a`3 i�PI '. 1 1 MIN. x t1 w s' p --© 114'MAX. .IM BYOTHEPS !2' 1 '� 318'MIN 6 EMBEDMENT EDGE DIST. EXTERIOR 3 6 INTERIOR 4 114"MAX.SHIM 4 „ GMIN. 2 a-�'"` EDGE DIST. E d V "'f'ICAL SECWN EXTERIOR 3 B INTERIOR rQ 5 COACRET�L SU$STTw� � — ! 6 y p�.' z N7N)OW I >• 'd # HEIGHT 2VANDw x N HEIGHT K VERTICALS CT ON WOOD FRAME SUBSTRATE NNr 2XX I m � �® EXTERIOR 30® B INTERIOR 1a 1 EXTERIOR S R g 8 INTERIOR PERIM SEALANT 5 FWWPE,No.+ftbW J. arsi PERIMEYER SEALANT S 31w MIN.® BY OTHERS 1 EDGE DI ST. `p��1INMES 11111 Q�4•i ®BY OTHERS 1 EDGE DIST. ��Q O•. .o�F.•��O�Ns ;9GLO e No 495%A i ra"MAX.SHIM- lt2 * `` 4/ � . ' • MIN.EMBED.® 1 BE MIN. }v�,t/ 1X WOOD BUCK BY OTHERS EMBEDMENT (SEE NOTE 5 ON SHEET 1) i,TATE OF F .p • a pF•.tORln:'p��i EXTERIOR OTHERS CONCRETE EXTERIOR FINISH BY OTHERS y��S�+pljq; 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE 4 ON SHEET 1} SHEATHING BY OTHERS 1 112"MIN.EMBED ®{SEE NOTE 5 ON SHEET 1) ex�nucrxrvc�Eu WOOD PROTECTION(SEE NOTE 1 112'MIN.EMBEDe 2X WOOD BY OTHERS 71B"MIN,EDGE DIST. - qH} ap�xud. ®I IA,SHT.i)BY OTHERS ® 1 112'MIN.EDGE DIST. (SEE NOTE 4 ON SHEET 1) I VERT CAL SECTION 0 n1"°�` ` VERTIC ECTI N ® OODFRAMES IBSTRATE ��reMi 6 CON SUBS[RA•rR ".� � I,�n d oc y I 112"MIN.EMBEDMENT-CONCRETE 114"MAX,SHIM or MAX.SLUM 1 Wr IiON.EMBEDMENT � !? � 1} 1'MIN.EMBEDMENT-MASONRY x } 1 2 7 7 2 is 3 t I Ur MIN,EDGE DISTANCE-CONE. a ' INTERIOR 2X V400O BY OTHERS 2'MIN.EDGE DISTANCE-MASONRY ' (SEE NOTE 4 ON SHEET 1) 7M-dfi7kT MIN`.EDGE DATA CONCRETE]MASONRY BY OTHERS (SEE NOTE 4 ON SHEET 1) \� EXTERIOR SHEATHING BY OT1iERS GLAZING DETAIL 1 WOOQPROTECTION(SEE NOTE 8 2 ON THIS SHEET} t9 t5 16 B xJ �iC.^?r FLy7SH BY OTHERS 11A,BHT.1}BY OTHERS ERIMETER SEALANTSY OTHERS& PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH 8Y OTHERS g g(SEE NOTE 5 ON 3HEE71) EXTERIOR FINISH ¢ � z BY OTHERS HORIZONTAL SE("I'ION °� F ORIZONTAI�SECTION Qi rvoav=x° aucs TE ouAim c venSY�'xrsuemu""t�:"'— z 112'GLASS BITE 42 N W a W y 7 716"OA INSULATED GLASS CONSISTING OF:AL114TERIOR EXTERIOR LAAAINATED GLASS:US'ANNEALED GLASS. } tt IN J 0.060"BUTACITE PVB INTERLAYER BY KURARAY AMERICA,INC.,118"ANNEAL SO GLASS, �8o �I 0.36'AIR SPACE.DESICCANT MATRIX STEEL SPACER,INTERIOR 118'TEMPFp£I)GLASS � ,� 'e 1 112'MIN,EMBEDMENT-CONCRETE. 3W MIN.EDGE DIST. 1?12"&lIN EAABED. M 2"MIN.EMBEDMENT-MASONRY. t/4"MAX.SHIM $ t6'v~3"?*I:.EDGE 01w'T.— IV) 1 1W LAIN.EDGE DIST- SC. V4"MAX.2'IdLN.EDGEDlST-MAS RY. 00)t� ..• S� t8 2 2 I t y/1j 77 MIN.EDGE i119T $ GLAZING DETAIL 1 � RdOwtJ I Rnron»o,FAUM P.£ft azaa INTERIOR 1 b�eutera+se 1 tl2'MIN. H` t t12'MR7. EMBEDMENT 4cp4R:•y4G E a�. j ♦ " EMBEDMENT No 49 4 CONCRET'F1 MASONRY BY OTHERSJ i� •��' YX lVOtTI:U t't.?;:G�� �� �i tv y s (SEE NOTE 4 ON SHEET 1} r.�• `t -+� EXTERIORts3TATEF WOOD PROTECTION(S>E NOTE • �i.,� 'ir) 1IA.BHT.1 BY OTHERS 1 8 1 2 I I } Ib ,tri'toRtO( •\�'�� } PERIMETER SEALANT BY OTHERS SHEATHING BY OTHERS �fiySpgNA i RIMETER SEALANT BY OTHERS ! I X PT WOOD BUCK BY OTHERS a� I"'— EXTERIOR FINISH BY OTHERS ®(SEE NOTE 5 ON SHEET 1) -" — `�'!WIDTH =nanucTlu:ytssu EXTERIOR FINISH BY OTHERS I® I�',M I A SEC:ON K Wo z1u aUsUM" . rn I Hotta HORI�ZON �L SECjl0N t, ITEM N MCFAPTION BILL OF MATERIALS I MATERIAL MANUFACTURER RWDP.ROYAL WINDOWS AND DOOR 1 mom F%k#AE I WHITE mr,�10 PVC P PROWESS,PLANT NO.13 MD,NOA NO. c; SASH PANEL FRAME I WHITE RIGID PVC *-Rv4r-w 12-1120-02. SASH COVER I WHITE RIGID PVC I'-RWDP 4 PANELSTOPIFRMAM wyo-A. WHITE RIGID PVC 1'*RWDP p 7 6 SLOPED SILL COVER ..Rv" WHITE RIGID PVC -LAZING STOP NTH WHITE RIGID PVC -RWDP RkNDLE LL W GLAZING STO �BLF-26Sft_ WHITE RIGID PVC **RWDP z if REINFORCEMENT I STEEL ROLL TECH INDUSTRIES 'A POCKFT COVER 01 1 Wrir�sm RIGADP 0 SUO STRIP VINYL it INTERLOCK COVER WHITE RIGID PVC "RWOP 12 WEEP COVER INYLON CUSTOM CRAFT 0.210'1 0.1gr x 0.3W CENTER FIN WEATHr=P.STPJP - I WI—RAFAB 14 aw x 1 ur PARTING STOP(SEE NOTE i IA.SHY,i)C-0.55 MtN.,t, I PT FINE WOOD A I- z 15 1 SI LEX 552 SILICONE I StUCONE SIKA le 08 X lir TEK SCREW STEEL z qi? CAM TYPE SWEEP LOCK I STEEL TRUTH HARDWARE 5 10 "�E� 10 *8 W009-�ZCREW QNSTALLA:17ION ANCHC ISTEEL I I q " now ( --A��- � ta, 9 45�9�k daww'-nmi 6 OF:;1�ANNEALED GLASS, 3UNSS �T SUTACITE Fft"F ERAYFIR 2Y tt%,'fWAY AMefIC'k 1 NC.,t rr ANNEAL11:0 fyl t- SA911 LOCK -MG TILT 731409 I -- I i43. Q�,t;w qDAPERED GLASS gtwc 2YLO 4 1A TYP N RUBBERDBER TYP.WALL TICKNESS NA WALLTICKNESSKA BULB VINYL I UNIVERSAL POLYMERS I TRUTH HARDWARE2., !%!�CE MOUNTED YllflflaR I STEEL 1 22 1 &-RItr.CALANCE I-- — .1 HARDWARE 2AM' 1 23 LOCKING TILT SHOE _ I NYLON EMS Zi III%--AIC .LTLATCH(1057Mj I STEEL-ZtNr.CTO. VISION INDUSTRIES Is PIVOT BAR METAL VISION INDUSTRI I I F.5 7 J" S:KALGX G52 DACVBEMF4G StLICOWE SI 2 706r RP. A17 ft=WOOD SCREW(INSTALLATION ANCHUR) STEEL I 1/4-rTW ADVANCED THREA STEEL 2 2t 0.736' T rl- ult 5.8 Ss SPACER STAINLESS STL. Cwnuim- n'- ! :�. t-PL zlg-M-v2c�--w�r—JNEOPREHE FPANKLOWE ®R. :1 7 I sltht!CONFER, PANEL STOP W, B FACEMOUNTED BrIPPIA F -N-w-',a h w- WH-IM RIGID PVC STEEL V,IHITE RiGif)PVC WHITE RIGID PVC T (-5t —� VL rep.VJAI.J, q�,ITMIFIC PVC B TfrKNEI,�0,07(Y TYP.WALL TICKNESS 0.070* TYP.WALL THICKNESS 0,07(r TYP.VVIAIL THICKNES 0.066' TYP.WALL 7 4.17OT' 4.29$" THICKNESS 0.079' —41-0.15w �"AES 4 0, .......... .-*NOEN8,-, T r-(L316* tu 2.73cv 1.3w w t 1—0,070" 56 IA, 1-6 i.400r, �2 04 No 4975? OA67*1 l--3.2W--4 GLAZING GLAZING STOP(OPE LE.SASIO _P0CKVrC0VEP TA E F @SLOPED SELL COVPR B AcB WHITE SPRING BALANCE WHITE RIC-AD PVC PVCWHITBRIutupr RIGID PVC A' (C) TYR WALL THICKNESS 0.075' TYP.WALL THICKNESS 0.055" TYP.WALL TtCKNESS OD66' TYP,WALL THICKNESS 0.070' �-3.45ir-►4 —[03W i +0=0 --T 0.953" Abr r-(1w6*-0.i00 0 ,061' ,LV .SAS11 Q 0_065_ __i 0�'J. rw91,220 DIA.MAX. *0,000 CKkkeM. 1� TpAt C VCR PARTING STOP 1,0T? w-OA00 ...P1 %mos REINFORCEMENT (09 (a � t m�Dw nwwr EEL WALLTHICK s 0,076* 0AW TYP.WALL THICKNESS .0W' TYP. i J- F 0.170' Ll 0.914" --4 1--0.726' 1122' 1--314- ® TILT LATCH ® PIVOT BAR STEEL-ZINC COATED METALTYP.WALL THICKNESS NA _ d d lI 2 LL 4 0.323' 0.559' 0.345" 0.205 1 0.35T' 0.173" a t� r0.377' O� 0.6 j• o• p 748" �� x u r0" -� ' 0.377' 1.968" 2.260° 0.338° 5.622' 1.122" X 0.669` 2.372' 73 c 0.803' 1.067' i 1.012" � I� 0.769- �J 3 �`" m � —0.644' 0.157'–T m e z �F2'S2 ba+ � � z WS id & (� J wo WELDED MITERED gg $= �y ,� CORNER CONSTRUCTION N O �9 ltc0.r.:rrav:�.PE nodoo P.E.No A92f2 / "ilstallf jpCMES 4i"' 101 O. ��Q .......... F�.�yG. 18 Al No 4073214 `r0 i �. `�`. '��1►�`i T T $ f. G Ur �\�8 ® ®SHIM CET:aiL 1 1X PT WO00 SUCK--" ®BY OTHERSo�sm+ply aNo w�a+Qgilwidf uWxuw ! Obl0.DT NOTE: "Tp"" PARTING STOP EXTERIOR PERIMETER TO HE SEALED TO I PT WO00 BUCK 0r WITH SIKA 551 SILICONE ® Mw. (10k I''°aaa+ MIAMI•IDADE -`. h11Ayu—DiOE COUNTY,FLORID 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOi111C RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIMMSTRATION DIVISION T(786)315-•2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA ,��,=.a,iamidade. ov/c�nnatpv Lawson Industries,Inc. 8501 NW 90 Sheet Medley,l+L,33166 COPE; This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by 1YEami-Dade County RER- Product Control Section to be used La Mfiami-Dade County and other areas whero allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stared below.-The MiAmi-Dade County Product Control Section(In.Miami-Dade County)and/or the AHJ(iii areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately rwoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the 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 Hurricane Zone. ESCRIPTION: Clipped ExtrudedAluminum Tube Million iv/and w/o Steel Reinforcement--L.M.I. APPROVAL DOCUMENT: Drawing No. LANV-ML-1001, titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 081OV14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade: County Product Control Section. MISSILE YMPACT RATING:I_,arge and Small Missile Impact Resistant b LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RPNEWAL 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. TERMINATION of this NOA wi11 occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: 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. This NOA revises NOA No. 12-0127.07 and consists of this page l and evidence pages E-1,E-2 and_E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. MIAMI•DADE CORooUNTY �5��' =Noycu�iber06,2014 08.08 f 30'201 2017 1y,�. CApprovnlDate: 2019age 1 Lawson Industries,1xic. N OTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections, (Suhnfilted unde),previons NOv1-s No.'s 82-03"01.05 and 95-1212.09) 2. Drawing No. LAW---ML-.1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of*10, dated 04127/10 with revision"B" dated 08/01/14,prepared by manufacturer, signed and scaled by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and scaled by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 1 ding per FBC,TAS 202-94 2. Test report on: 1) -Uniform Static Air Pressure Test,Loa a!ong )vith marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 -, 4,5 steel channel reinforcement, prepared by Hurricane Enginccring &Testi-n or,Inc., Test Report No. ITE TI-62-1714, dated 08/27/02, signed aad sealed by Rafael E. Droz-Seda,P. E. (Subinitted under previous N01i No. 02-0501-05) 3. Test-:-fuorton: 1) Large!Missile Impact Test per FBC,TAS 201-94. 2) Cyclic;Wind Pressure Loading per FBC,TAS 203-94 along with. marked-tip drawings and installation diagram of 120-inch span aluminum tube jr.ifflions with, C4 x. 4.5 steel channel reinforcement, prepared by Hurricane Eaginc.-ering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E.Dfoz-Seda,P.E. ('Submitted undei-1,ji-e-viote.,NO.,4 No. 02-0501.(05) 4. Test report on: 1) Large Missile Impact Testr)er FBC,TAS 201-94. 2) Cycri-. Wind Pressure Loading per FBC,TAS 203-94 along, witb marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE TI-02-1718, dated 8/27/02,signed and scaled by Rafael E.Droz-Seda, P. E. - (Submitted under previous NOA No. 02-0501.05) 5. Tcst i:1-PoA on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 ;.long, -am of an aluminum sliding Iflorip, with narked--up drawings and installation diagram glass -.,00r, prepared b} Hurricane Engineering & Testing, Inc., Test Report No.' HUT -02-1717, dated 0807/02, signed ailld sealed by Rafael E, Droz-Seda,P.E. (Subinitted under previau,,7N0.4 No. 02--0501.05) JuhaeD.Gascon,Pte.R Produet Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Dille: Noveniber 06,2014 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED _......... ..... ._..._. B. TESTS 1CONTILgUED> 6. Test report on: 1) Unifbrin Static Air Pressure fest,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond,P. E. (Submilled unrler previous NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows.mulled at top with a 90 inch span mullion and a 95=inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383,dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitter)underprevious N011 No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with IBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared,signed and sealed by Thomas J. Sotos,P.E. (Submitted un(ler previous NOA No. 12-012 7.07) 2. Glazing conipiies with ASTIV E1300-04/09 D. .QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CER`T'IFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"' 1Jdition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FI3C-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted underprevious MA No. 12-0127 07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under prevlous NOA No. 12-0127.07) Jaime D.Gascon,P.E. Product CUlltrol Section Supervisor NOA No.14-0908.08 Expiration Date: May 30,2017 Approvat.Date: November 06,.20t4- 'E, —2 6,2014E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.1 dated 05/20110, signed and scaled by Thomas J. Sotos,P.E. (Submitted anderpreplous NOA No.10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s BETI-02-1714, I-ILI TI-02-1716, IR,TI-02-1717, HETI- 02-1718, dated 8/27/02 and HETI-02–T071, dated 09/16/02, all issued by Hurricane Engineering &Testing,Inc., signed and scaled by Rafael E. Droz–Seda,R E. (Submitted cruder previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Suknitted carder previous NO.11 No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Laxson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion NY/ and Wo Steel Reinforcement–L.M.I.", approved on 03/29/12 and expiring on 05/30/17. Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No.14--0908.08 ExpiratioaDate- May 30,2017 Approval Date: NoyeniberD6,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT P ANCHOR CLIP AND CAN 6E USED WITH ALL LAWSON'S MIAMI-DADE ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. GLAZING HORIZONTAL MULLION o g PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS y ANCHOR/CLIP rHORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY w + N PRODUCT GENERAL NOTES: m a' o L tQ7- 1. TI?IS PRODUCT HAS BEEI•! pESfGNEO 7O CONIPLY YlITH 7NE 3 0 o h x ` ��- `•. { �i RCOLIMCLIFNTS OF THE FLORIDA OUILDING CODE 2014 EDITION INCLUDING z g h / II +'cv HIGH VELOCITY HURRICANE ZONE (HVHZ). 2 0 { _VERTICAL V ;; z ERTICAL, a MULLION f i _ I II I I 2. ALL GLAZING PRODUCTS USED WITH THESE MOU ONS MUST MEET THE N w D.iULi_i0I•. I APPLICABLE RCRtDA BLOC. CODE REQUIREMENTS LE:WIND LOAD,WATER °� INFILTRATION, FORCED ENTRY RESISTANCE, WECUARDS ETC. z 11 3. MULLIONS ARE APPROVED FOR IMPACT AND N014-IMPACT APPLICATIONS, GLAZINGGLAZING GLAZING CI h GLAZING > INCLUDING ''l1Np01'15, DOORS OR COMBINATIONS MAY BE MULLED. fs] 1 PRODUCT PRODUCT PRODUCT °ui PRODUCT 4.''la00 BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 4 h LOADS TO THE STRUCIURE. `F�3 5.ANCHORS SHALL BE AS USTED,SPACED AS SHOWN ON PETALS,ANCHORS O w d 11IDEOMENT TO MSE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR/CLI 6. ANCHORINC OR LOADING CONDITIONS NOT SHO1Va1 IN 7HESE DETAILS Hawj f� ARE NOT PART OF THIS APPROVAL. a d fl 7.A LOAD DURATION UICRFASE UI ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. w11 W2 W3 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, w THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL03.8T )AEE � MULLION SPAN MULLION SPAN THE REOUIREMEIDS OF THE 201 FLORIDA BLDG. CODE -SECTSECTION20 .4, L N �` In 0. Wt + 'V2 + W3 WIDTH (W) = 2 }ISI LION Fc ',LIP N07ES: (� 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET Z ANCHOR/CLE ; OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP REFER TO SHEET 3 OF 10 FOR MAX. MULL DESICI4 PRESSURE CHARTS -HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N N > OF 10 FOR DETAILS AND NOTES. c GLAZING" ` REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS `a PRODUCT 3 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER T.0 SHEETS VERTICAL �` — v ; 1 MULLION 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. p + cv ` REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGI4 PRESSURE CHARTS r d 9 �1yy N GLAZING GLAZING PRODUCT PRODUCT Huai GLAZING GLAZING It 3 z r. PRODUCT PRODUCT o z �+ VERTICAL ANCHOR/CLIP MULLION x ANCHOR/CLIP O S 4t W 1 'Y2 W1 W2 W,E,el: r_ W MULUON SPAN n• j PRODUCI'RRY1sTt0 it IDTH (yr) WI + W2WIDTH (yJ) = Y/t + W22 2 AcaNb,ncu Nu C J . CJ c ICAL MULLION ARRANGEMENTS ;j;ar,I�:,,Ual,naual Cu„Kav ' "'' A .062 moo .156 FIRC)- -T 'Sawo 3.003 I —14 GADO11732325 t1.105 4.400 Ff. :1462 acca In 2 1.73 MiCAL 2.000 c; WINDOW F"JE z 0 ,2x MULLIQN CLI U J- 6ODa-76 102 2 1-115.062 (N)a 1463- -:1-111 ­6 NOTCH 'L' 6.070OPTION& I X 4 1 x 31 2 I X 3 r.�OA ULL100 -qUSIJQm-J"1Lm CUSTOU-JILLION CUSTOM MUI,LI01 6063-y5 6063-r6 0063-T6 0461-TG E, lxx: 2.070 In! lxx: 1.000 in! 1xx., 0.950 Int 1xx, 0.370 int 1xx: 0,330 In! a Sxx: 1.035 Ire Syx-. 0.667 Ini Sxx-. 0.533 0 Sxx: 0,3-10 lra Sxx: 0.330 ire I Mo (FLANGE FRAME) (FIN FWAE) {FIAT' - E) rPAIIE)I.,,,n ),f-, M,,&WIGE FMAE) tC i7 i STAIlomo TUDULAn SRk'E5 o. 140 ui wfflitlulqcrlda TYP.WALL-.125'ALL ALLOY.5063-76 -1-002 ,?0C rI. � ,5 , .7501 TYPICAL OWING PRIMIUCT 110K6Ito Lao 2,000 .529 2.250 LLJ D PIES 125 OF 1.000 Ix Ix C1.1 uco--I ocal Ll L--j I 4653-I6 1 41 X 3 1 x 2 D. TUaE XIUJJ�1014 MULLIONS �;�QIAIIJING TU 5T40. -)U F _14QLLIO TYPICAL. GLA71NG PRODUCT NOTCH 2.070 In. 1. 0.950 ;n! D-330 ifIl PI10 I HAL HOR1712LITAt, OR VERUCAL L LL---x , Sxx: 1,035 in. Sxx: 0,633 trii Sxx; 0.330 in. SEE WINDOW OR DOOR APPROVAL FOR LL, FASIEMERS WES Am SPACING 6053-70 60113-76 cd f3 o lxx: 8.280 int lxx: 2.9110 in! Sxx: 2.760 inI Sxx: 1.490 ink CLIP LENGTH USING, MUI-LIO14 PR RjjfZ_p_WI L-LAAI-1 INSTRUCTIQLa' USE CHAINS NIO GRAPHS AS FGUOW!4 LARGE LE RAPA I x 2 L68B' THESE MULLIONS ARE RATED FOR LARI. AND CAN BE USED WITI I ALL LAVISO STEP I DETERMINE DEWN LOAD REQUIRED FOR PARTICULA&I OPE WIS. �'T I x 3 S. 2,688' OUNTY APPROVED IMPACT A140 1-1011- STS USE APPROVED CL421110 PRODUCTS MEETING Agn'T LOAD NOTCH I X 4 3,688' REQUIREXIENIE1. OPTION& X 4 ST FP USE HuECTION TO MULLION AS PER PRODUCT 2 3 STAPPROVAL. azs Mill. STEP SPECIFY MUIMULI SHIM SPACING- I. REFER TO THE GENERAL NOTES ON SHEET 2 X fil 5,688" Ratio USING C)MIS Oil SHEET 3 OF 10 SELECT MULLION SIZE I OF 10 FOR BUILDING CODE COMPLIANCE, m:1 1. ALL CUPS AND ANGLES ARE TO FIT STEP S mi DESIGN RAPHO MORE TIWl DESIGN LM SPECIFIED SNUG INTO TUBE MULLIONS, 114 STEP I A40VE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 2. WHERE ANGLES ARE 140T FIT SNUG USING ANCHOR MES Off SHEEr 6 THRU 9 AND,ANCHOR CHARTS HORIZONTALLY. Afirt E CLI REFER TO SHEET I OF 10 FOR TYPICAL MULLION INTO TUBE MULLIONS, SEE OPTIONAL STEP Oil SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3, ANCHOR DETAIL AT SHEET 9 Or 10, UORC TKAJ4 THE Or--IGIi LOADS SPECIFIED IN STEP I ALIOVE- ARRANGEMENTS OR STACK CONFIGURATIONS. 9/o v, TUBE MULLIONS TUBE MULLIONS I TUBE MULLIONS Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 Wldlll w MULLSPAN 1X2 1X3 1X4 *X: 2X6 Width(w MULL'SPAN 1X2 1X3 iX4 2X4 2X6 0 18 150.0 15U.0 150.0 150.0 150_0 8 28.3 81.5 i50.0 150.0 18 - 19.3 42.1 60.5 150,024 160.0 150.0 160.0 150.0 150.0 24 21.2 61.1 133.2 150.0 24 31.5 45.4 126.2 o q30 123.0 150.0 150.0 150.0 1500 3017.0 q8.9 106.6 150.0 30 25.2 36.3 100.9 a m h Lq 36 102.5 150.0 150.0 15G.0 150.0 3G 40.7 88.6 12738 150.0 36 21.0 30.3 84.1 n,a 1 Ta E f 42 9'l.fl 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 j 42LE�E iB.O 25.0 72.1 oa U P a I 4B 38-318" 76.9 150.0 150.0 150.0 150.0 48 74.114" 30,8 66.8 95.8 150.0 48 120" 15.0 22.7 63.1 m a ✓4 68.3 137.6 160.0 150.0 150.0 54 - 27.2 60.2 85.2 150.0 54 - - - 20.2 66.1 o •� , 60 61.5 123,9 150.0 150.0 150.0 ! 60 24.4 63.3 76.7 144.2 I 60 18.2 50.5 LL a X56 I 112.6 i5i1.0 _ 'ic0.0 I 150A uu ' £[.2 48.4 69.7 131.1 66 -� i - _18.5 45.9 Thy I`-72 �1 51.3 173.2 :60.0 Ill U 1- 1s0, 72 2GA 44.4 1 63.9 -i2G.2 72 ! 15.1 42.1 o w x K V o 8 47.3 I 95.3 !a7.0 i5C.0 150.0 Ii '9 1 - f 18.8 41.0 I 59.0 I i 78 li 1UL,0.3- 150.0 ',W.D i 150.J 1 150. 'i8 I 56.3 122.0 1 150.0 150.0 10 31.6 45.5 1213.4 ?E y7 Fn 24 67.0 150.0 150.224 150.0 24 - q2,2 92.0 132,q 150,!] 24 23.7 31.1 &1.8 U) 30 53.6 142.3 150.0 150.0 15D.0 36 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 W a t+ 36 4..B 118.8 150.0 150,0 150A 36 28.1 61.3 88,3 150.0 36 15.8 227 63.2 42 13.3 101.7 103.0 150.0 150.0 42 2q.1 62.6 75.7- i50.❑ 42 19.5 54.2 rn 48 60-618" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.0 48 132" 17.1 47.4 u w 54 29.8 79.1 129.2 150,0 150.0 64 18.8 40.9 58.8 125.2 54 16,2 42.1 Z `� n 60 28.88 71.2 116.3 1'50.0 150.0 GD 16.9 36,8 53.0 112.7 60 - - 37.9 !-L c o 3 �� GG 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 49.1 102.4 6G 31.5 k �i 72 22.3 59.3 96.9 139.5 150.0 72 30,7 44.1 93.9 72 31.8 ° t 78 20.8 4.7 P.9`5 1 128.0 150.0 f 78 28.3 40.7 e l i 70 29.2 �1 L �j 9U l 62.5 _i5D.:i 15U.0 1 150.0 i50.0 '1 18_ 37.7 62.1 118.3 150.0 19 24,3 35.0 07.4 24 1 45.9 135.1 150.0 150.0 150.0 24 28.3 _ 81. 80.7 150.0 24 18.3 26.3 73.0 30 37-5 106.1 150.0 150.0 150.0 30 22.8 49,3 71.0 150.0 30 21.0 58A �Cn w �3 38 31.3 90.1 150.0 i6U,0 160.0 36 18.8 41,1 69.1 143.8 35 - 17.5 48.7 a 42 26.8 T7.2 131.1 1513.0 150.0 42 16,2 35.2 50.7 123.2 42 15.0 41.7 Q 411 �' 23.5 87.5 114.7 150,0 150.0 48 .9G" 30.8 44.3 107.8 413 144" 28,5 54 20.9 60.0 101.9 146.8 150.0 54 27.4 39.4 95.8 54 32.5 613 18.8 51.0 91. 1321 150.0 60 24.6 35.5 86.3 GO 29.2 66 17.1 49.1 120,1 150.0 66 22.4 32,3 78.4 66 20.0 _ 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3 7U - 41.8 70.0 101.6 150.0 78 - - 10.0 27.3 66.3 78 10 46.3 133.4 150.D 150.0 150.0 18 233.5 X7.7 63.1 150.0 18 31.0 86,1 „ g 24 34.6 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 73.3 04.6 ° v a $ n 30 27.13 80.0 150.0 150.0 1 150,0 30 15.9 34.6 1 49.8 135.3 30 18.6 51.7 36 23.2 66.7 125.2 150.0 150.0 35 - 28.0 41.5 113.8 36 - 15.5 43.1 r d 42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.6 07.4 42 36.9 d a" 40 63" 17.4 50.0 .9 135.1 150.0 48 108" 21.8 31.1 85.2 40 156" 32.3 ; 51 15.4 4 .5 83.' 1201 150,0 64 19.2 27.7 75.7 54 28.7 t ; d z 60 R0. 75.1 108.1 150.0 60 17.3 2q.9 68.1 GO 25.8 z m` 66 35.4 68,3 98.3 150.0 G6 15.7 22.7 82.0 66 23.5 72 33,3 62.6 00.1 150.0 T2 20.8 56.8 72 21.8 70 30,8 57,8 .83.2 150.078 19.2 52.d 78 19.9 S 2 HOPo2ONTAL MULLION ` Elk IF TYPICAL IJULLION ARRA14 EM NITS _vEH11CAL PRODUCT ��� - '• V- IAULUON MCHES TO DE IISCRIOED z --•--- - - - INSIDE RECTAUGUtAR STUPE GLkzlNOcuzlnc 0 z NOTE PRODUCT PRODUCT `l a MULLIONS RATED IN THESE CHARTS MAY UE ORIENTED PRODUCTRUVIS9n 7 N a m cmuplyinC tvilh Ihl IlutJtln o y 1:_1 cuzulc GLAZINGT PRODUCT FRDOVCVERTICALLY OR HORIZONTALLY. Du6dinIJCaa• INTERPOLATION BETWEEN WIDTHS ALLOWED ACdIII PO N9�' j��� 0' r E%pimlh n 5j1C o Ivy: z �` w ����•• Wt 41 WIDTH (W) = W1 Z W2 liam1T2 ire vdUrLrllzltn1 lAULLIOPJ SPAN a •125 M.cOo � 1.090-•• Ad2��� .596 3t2 LOGO I4¢9 tin+ u7 J av .1P.5 -.OG .NPS .d90 p .136 TCP. -- .125 4 2 _ �- O.D9D 1.732 440D 31400 ` 11` rl-'i a 17 a 14>15 4.490 3.990 3.062 p v 2 X 4 4naa1.6z5 2s9e 3 :.' h STD. TUBE _ ML)I LION IrAL W t OOW FiWAC } 2X 114111(JON CLIP SD2 .156r F-t.DaD-# n= g o 1 102 1 X 3 1.lUe t] 0003-10 2 X 8 !-I.o62� t 2 STI) TUBE MUI.L.fON 1 X3 a Normo 'L' 6.a90 STD TU$E T X 4 I X 4 0333-TD CUSTDI.1 L,tily(,jQ� T� 'L' OPTIONAL t14 1 },t N $„'[I�.,TUE3E hiULL.10N ] X 3 LOG3-76 tn tD C1351Z4GI 1�5�! ION 0087-1a ,r,5!';, ILMU Ano a G9O.l-Ta 66fiD-TG t 4 ) r 4 4 Ixx: 2.168 in. Ixx: 2.218 in: Ixx: 2.309 m. Ixx: 2.709 in• Ixx. 2.445 in. 3 a 3 a Szx: 1.445 in. Sxx: 1.479 in� _ Szx: 2.755 in. 5xz: 2.355 in. Szx: 2.945 in. (FLANGE FRA.IE) (FLANGE FRAME) (FIN FRAME) r4 0 \ o STAit0ARD 7000(.145 SHAPES F+DW �i TTP.WALL v 125'ALL L.509 .i ALLOY. 9097-T6 W C4 U ,750�•�- II1 'YPSCAL -qr�,.Ly J G GLAZING PRODUCT «�7 � .109 2000 l.`p•.�.•�� � ,Gi s 2259.125- Lao 21tD0 � 4.944 1ttIT' 'I H i 6.009 112 S.U.S. 011'O.C. 4400 •125 4.503 rx (I�LLQN-47LIP 3000 4.090 /,• ( 1.625 4 .043-Til 4 e LilLICINS CONTAINING NOTCH y 'L'� TYPICAL GLAZING PRODUCTS -c4xs.4 A. E OFTIONAL HORIZON(AL OR VFRTiCAtI L PliOOBCi'REWSEA c us walvival wlUl flu Florida c Nundlu3 Code SCE KTtiOOW OR ODOR APPROVAL FON 2 X 6 2 X 4 M Illmi aN° � -':4 FASTENERS SIXES AND SPACING S70. TUBE MUI.LION STD TURF hiuLLION LY01NlND-'C- U I `� � 4 +, •. 4s o DOGS-IO 0'- ,� C, 4'� Go97-1V -3 Ixx:t9.H48 ink Ixx: 7.E49 ink taLD)UL aMLaPmdoctGamrai NE` ' '6 3{{ Sxx: 6.5:9 ink Sxuc 3.525 CLIP LENGTH _-_� --,- H ,JAN(CULARA ALUMINUM TUBE ii'U'L1.i0NS I � / INSTRUCTIONS; -USING MULLION PROPERTIES ONLY \ MULL L,: USE CNATits ALND GRAPHS As FDLLaws. ------ �-'--" . I X 2 1.088' THESE MULLIONS ARE HATED FOR L.AHGE MISSILE IMPACT I `._'',.•?......y 1�`,••r�"ter- i X 3 2,6$$' STEP-I DETFRNmE DESIGN Lout REa9NEo FOR PARTICULAR OPENING, AND CAN BE USED WITH ALL LAWSON'S MIAIrti-RADE ST D❑SE APPROVED CLZRIG PRODUCTS HEETING AOWE LOAN COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. �c '1.,: Mj .r'.•.I tto7CH 1 X 4 FLEOUIR£UCtTt5. OPTION& X 9 3.6$$' ..,7EP USE CONNECTION 70 MULUOII AS PER PRODUCT APPROVAL. 1201JRN• z X 6 5.688' STEP SPECIFY LUXItUM SHIM spnaNC, 1. REFER TO THE GENERAL NOTES ON SHEET USING CNAAS-ON SHEET 5 of It)SELECT MULLION SIZE I OF TO FOR BUILDI14G CODE COMPLIANCE, o I. ALL CUPS AND ANGLES ARE TO FIT 9 4 VnIH DESIGN RATING MORE TIWi DESIGN LOAO SPECIFIED 2, kNULL10145 (JAY BE ORIENTED VERTICALLY OR a SNUG INTO TUBE MULLIONS. Lit STEP I ADOVE. HORIZONTALLY. � ^s L :ANO(F CLI 2• WHERE ANGLES ARE NOT FLT SNUG USING AUCTION TYPES Olt SHEET 6 THRU 9 AND ANCHOR CHARTS3. REFER TO SHEET 1 OF 10 FOR TYPICAL 6MULLION INTO TUBE MULLIONS, SEE OPTIONAL >�6 ON SHEET 9,SELECT ANCHOR TYPE WON DESIGN RATING � GaDU-79 ANCHOR DETAIL AT SHEET 9 OF TO. IAOR2 tMH THE DESIGN LOADS SPEWED INSTEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a 2444 la STEEL REINFORCED TUBE MULLIONS STEEL.In RIFDRCEOTUDEMULLIONS STEEL REINFORCED TUBE MULLIONS Width tv. MULL SPAN 1X3 1X4 2X4 I 2X6 Width w h1ULLSPAN 1X3 4X4 _2X4 2X8 Width w MULLSPAN 1X3 1X4 2X4 2X6 w 14 i D..05 150.0 150.0 150.0 0 150.0 150.0 150.0 150.0 18 44.0 05.7 150.0 150.0 e x 24 150.0 150.0 150.0 150.0 24 139.5 150,0 1.50.0 550.0 24 33.4 74.6 118.6 150.0 q 30 150,0 150.0 150.0 150.0 30 111.6 150,0 iSa.O 150.0 30 20.4 67.4 93.2 150.0 O @ In 36 , 5G.3 150.0 15p.0 36 93.G 150.0 150.D _150.0 36 22.0 47.8 77.7 150.0 M S 2 42 15Q.G 150.0 150.0 150,4 42 78.7 150,0 150.0 150,11 42 18.9 41.0 66.6 150.4 48 38.378" 156.0 150.0 1.50.0_ 150.0 ! 48 74.1A 69.7 150,0 150.0 150.0 48 120" 16.5 35.8 58.3 140.7 54 ! 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.4 54 31.0 51,8 133.1 m o GO 1 150.0 150.0 150.0 150.0 i 60 55.8 121.2 160.0 150.0 60 28.7 46.6 119.8 z F 66 _ 159.0 1SD.0 1 159.0_ ' 5540 EG 50.7 110.1 15G.0 150.¢ 86 26.1 42.4 108.0 _ Z 72 1 160,0 150.0 150.0 50.0 72 46.5 101.0 150.0 150,0 I 72 23.9 38.8 90.0 = L Q i?0 -I 75'3 f+ 150.¢ 50.0 �t5a.¢�I�78-- I ! ,1'.9 93.2 150.0 154,0 �I T 22.1 35.9 92.1 °� a - ' 33.1 71.9 116,8 150.0 a 1E0.0 t5U.0 ---.5G.0� 130.0 I lu 128,4 150.4 150.0 150.0 18 i 24 j 150.0 150.F, i6D.0 -150.0 24 96.3 150.0 160.0 150,0 24 24,8 53.9 87,6 150.0 5 F -30 14.9 43.1 70.1 150.0 � t1 58 160,0 156.0 150.0 150.0 (( 3p 77.1 1.50.0 1�O.Q 14,0 � 3G�i 164.0 160.0 1.6¢,0_ 150.0 �� 36 64.2 130.6 150.0 1640 36 16.5 35.0 58.4 150.0 : x J 42 -} 150;0 150.0 150.0--� 160.0 f 42 55.0 i19,5 i60.0 150.0 42 - 3D.8 50.0 1.25.6 E `" 4D 60 516" 154,0 150.0 +50.0 _ 150.0 I 40 _ 84" 48.2 104.8 150.0 150.0 48 172" 27.0 43,6 112.5 64 150.0 160.0 150.0 150.0 54 42.8 93,0 150.0 150.0 54 24.0 38.9 160.0 8U 1.50,0 1.50.0 150.0 150.0 80 36.5 83.7 135.9 150.0 80 21.8 35.0 90.0 M 66 547,7 150.0 150.0i5p.0 ' 86 35.0 78.1 '123,3 150.0 66 19.8 31.8 81.8 A 4 t ?2 1..5.3 150.0 15Q.0 1.50.0 72 32.1 69.7 113.3 E 150.6 72 18.0 29.2 75.0 11. 78 1 1""<4.9 150.0 1>0.0 154n_ 70 j 25.9 G4.:f 144.6 150.0 78 16.8 26.0 60.1 _. }~ i� & 15u.0 150.01 250.¢ t50.D I_1ti OG.0' 150.0 150.0 150,0 � 13 25.5 SS 7 B¢.9 24 150.0 160.0 1,-50.0 _ 160.0 24 64.5 140.1 150.0 - 150.0 24 19.1 41.5 67.5 150.0 30 150.0 150.0 ,fSD,Q 150.0 _( 39 61.0 112.1 150.0 150,0 30 15.3 33.2 54.0 136.6 36 150.17 150.0 15D.D 150.0 ! 36 43.0 93.4 150.0 150.0 36 - 27.7 45.0 1.15,5 42 150.0 SSO.G 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 1 R 48 67" 154,0 150.0 150.0 150.0 43 9E" 32.3 70.1 113.8 150A 40 144" 20.6 33.7 86.8 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 6¢ 123.3 150.0 150.0 150.0 60 25.6 58.1 91.1 150.0 60 16.6 27,0 69.3 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.0 150.0 66 15.1 24.5 63.0 e 72 102.8 150.0 150.0 150.0 72 21.5 48,7 75.9 150.0 72 22.5 57.8. 'T 78 04.8 150,6 150,0 150.0 78 19.9 43,1 7 .0 1.50.0 78 20,6 53.3 L 10 i 150.6 160.4 150.0 150.0 18 60.4 131.2 i SO A 150.0 F36 22.8 49.0 79.6 150.0 o o 24 150.0 150.0 150.4 150.0 24 49.3 98.4 150.!7 154.0 16.8 35.7 59.7 t50.0 n r i 70 150,0 156.0 150.4 150,0 70 36.3 76.7 27.9 150.0 29.4 47.7 122.6 w 36 150.0 150.0 160.0 i50.0 36 34.2 65,fi 106.6 1.54.0 24.5 39.8 102.242 130,5 150.0 150.0 160.0 42 25.9 56.2 91.4 150.0 21.0 34,1 87.6 d $ 48 63" 114.2 154.0 S50.Q 150.0 40 108" 22.7 49.2 79.0 150.0 d8 150" 18.4 29.8 70.0 » w fid 101,5 150.0 150.0 150.0 64 20.1 43.7_ 71.1 _150.0 54 18.3 - 28.5 08.1 _ z 60 9143 150.0 150.0 150.0 60 18.1 39.04 64.0 150.0 fib 23.8 61.3 z a 66 03.0 150.0 150.0 150.0 66 15.5 35.8 58.1 147.0 66 21.7 tk :I pti 72 78.1 142.4 150.0 150.0 , 72 15.1 32.8 53.3 134.8 72 - 19.9 TO 74.2 131.4 150.4 150.0 78 30,3 48.2 124.4 78 10,4 K HORIZONTAL LIULUO;f •.ttN111117/j/Ar. m=`cuzlNc _ TYPICAL MULLION ARRAI4GO.1ENTS PioDUCt MULLIVERMON - MCIIE5 10 DE 111$CRIDCD 9 _'ifislDE RECTANCULM SHAPE o ware " "' ` Q CIJwtRC GLAZING PROMI TREVISGO PRODUCT PRODUCT U. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED as mn>[Jyi»uwR116m P3"ddo cil r I �cr VERTICALLY OR HORIZONTALLY. Bu6J11mDua, %�' �7©Q �pGq GLAZING ctnzutc (INTERPOLATION HETWEEh! WIDTHS ALLOWED) Am lal-I /rj V G� a PRODUCT PRODUCT t PF �Oj 17• _ D G Q�, , ^� WIDTH (W) wl + wz °i IlibpJ ProJucl E`oul-1~ W W1 w2 6iULL1aN SPAN 2 d 5/15.7APCOt15 MIN.,.EDGE DIS I-I/Y u1N.LtivoG PENEIAunoN 5/Ia'TAPcass 2-3 16" CDN DR 1 1/4° MIN. 1-1/2-Mill.WOOD PENETRATION / cvvv�111 EDGE DIST. - 2 PER CUP(I on EAC"w111a) f PER AtICLE 4"' CLL BL CIf 6/IG-TAPCONG S/tb'TAPCONS O 1-3/4')AN,EMBED 11110 MASONRY 1-3/4-Atilt.EMBED IN10 IA&SORRY o A W 4 PER CLIP(2 all )I VAIfG)� 2 PER MICLE ,p H S HIM. t 1 1 m y z t t t t } t Sv rn L{ r2 7/1G" ii e� i i r; 's O tX Itwrata cLla i uuLi uaI a- ---------- - IAItJ. t1 t I I m s>z 1t `Y o u ti I By '.L-v i i 2 X 2 X f/a' I t WOOD DUCk I i I i I --____..______I wow RUCK ; IX F2DAT1tiG CUP 1 I AIY7U AttGLE O I 1 I t I I 1 j 1 I ic' 'F E INTO BLOC � '0' ( K<^� U 3/4'" MIN. 5/I6'TAPcSNs NCHORS TYPF � EDGE DIST. *.UCK ' Ori /i RATION ANCHORS TYPE 'G' (INTO CONCRETE_! ( •ti� 5 f� ? I CUPS ANG ANGLES TO FIT SNUG 4 ANCHORS IdRU IX :TUCK i � I INTO CONCRETE OR BLOCK i nNJ' TUD£MULL10NS. o fix/''I �•,,zI�i- TAP J5 MAY BE HEX OR FLAT NEAJ t"x4"" & 7.'"x4" MULL14 MIN. EDGE � E 2—J/tfi"' CONCREi£ •Yh�4' HOLLOW BLOCK 5/la-TAPcous AC-tCi14S 1t1-3/4-MIN,LUB sR^++a5p IRY BED`INTO WSaNRY1 1 2 X 2 X I/a' 2 PER CUP(1 a!t EACH WANG 1 PER NiCLE-'---------4 i A1.ULI NJatC i hLL CUPS ANG AkJGLES TO FIT SNUG — 1 At:Erowc INTO TUBE MULLIONS. '•'` -�,..:Y J• ,f_i -_-'-`- .,'^'I./.,, —'-''� t —' m jI AricttOR LaG11O11 TAPCONS }dAY BE H£X OR FLAT HEAD. ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD o a 4 K ---- woo D BUCII l 1%FIUARNO CLIP 1 I ALUM NIGLC d ,o 5/1a'TAPCONS 5/15-TAPCONS ht 1 1/4"" MIN, int/2'1aN.VMD PENETRATION I-I/2`u1n.Ytaan PENElfwRON ~« E GE DI 4 PER CUP(2 Oil MR Milo) 2 PER ANGLE t t ANCHORS TYPE 'C_(INTO BLOCKl ��� 1 r AI'•it?iOi S_TY=FE 'F' iNTJ C}IyCRi iE) 2 ANCHOR„ THEiJ IX PUC}{ r; INTO CONCRETE DR BLOCK �•.� t E!> I I t -...«- {'1�1 2 X I/a' {'LOANIG CUP 1 17 ALUM ANGLE I I� + 'h••'.- 'a •ti`•- It PR111iDCi 11EVISUQQ' J �t . wIVOD Suck i �:wmPlVlnuWilNlluPloddo - I t I i i r\cceptmtceNoc�'�✓—j4�CJ_�✓G7 ��`k-t.'. I.• .. `'' '- '�� 1+cplrtRiog�Un1 Q l2Q2• a r �+ ' ANCHORSPLY E 8 ALIERIIATE A1tCRDR LOCAfiall YSintRl Dodn Ptaduct ConNal 4 ANCHORS INTO WOOD q MIN. EDGE DIST. MIN. EDGE DIST. _ g 5/16-TAPCONS 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 1-3/4•Inli.EMBED RHO I.MONR'f . 6/f6•tArcalls AIOLLOW OL CK 5/16'TAPpCOHS 5/16'TAPCOIK PER CUP T OH EACH WIHG)d14 r0 a� mmultHr1-3/4•L1111.EMBED Into 11ASOHRr 1-3/4'MIN.EMBED INTO MISQNRY MIN. o 1 PCR AIIGLC 3/a' 4 PER CUP(2 ON EACH VANE) 2 PER ANGLE - o i F r• I •7 I t•• M= JikJk •1. •.t.. i.t•. 'r a� I `t _ - mCt•n � W t L:. (I p I �"-' -...- �__ 1'�`�=T'.1 }} �—�•�.."��i'.'1?_. 'I• '--�---r�t+f--r ''--qtr-T}?'•'•'.• �'��..71111� ZL>�JJ � b7 •w• j() ti 1511: CCNGiCTE CIS t 1 I 1 I S '1—RENT BL CR,,.J I�1 y - o CEMElir pLOC1: I i ¢ t^J ( CL1.IEttT BLOCK !! S 1 S 2 X t E.. 1 -• CGlICHt;E GRa {{ 1� 1 I X 2 X i B• 7/1 'UU` --••} CEMCIR BLOCK f `) I I ALUtI NiGLE I /JJ/ I 1 1 ALVEI A,IGL-' Y �u ;e, s:4 :{ ! I 1LOATIHG CLIP 1 1 \ i '�M1Ni6 i`�FLD.V IfIC CUP Ir ,I u j¢t I 1 1 I y •`t 1 I L„ , it v UULt MULL- I 4 �. -r^ �'•..�_..! a,1(C'r _it R .00K' j... ,LilCF' R5 TYPE 'G' INTO_Ut fdt_4;c_ TE; i i y'_.rii�RS TYPE 'F' I,d(0 CCit is ii — n1� \ 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK � 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 2"W MULL Ul 5 x F -----"-- ALTERNATE �U• "'i j 1 ANCHOR LOCATION MULL 1 I # 1 1 I t I i 1 I I I FI,Onlufa CUP 1� 1 i-t ------------` n I 1 t I CONCnETC O(1 II 1 I t CEI.IEIrr OL'JcK/ j= 1'•�_ .4j I r/16'L{PCONS ! s > • t'•. 1 `' '"1 /.!I ' o '1 1 1-J1u1.EMBED INo ILIALSOPIrcy � .••t"` "i `•. `� l I ; ~J'e __....11 (i Ctt EACH C W } ` 5/16"TAPCONS Intl.ELIDED INTO MASCHRT L - j I 1 112'�tLr +FER CLIP(2 OH CAEH YANG) Pili t { PER ANCLE 1 . I I I 1 I O 11 I ! AL CLIPS AND ANGLES TO FIT SNUG r cf•c�S ^ti y�.t I I n 1 1 INTO TUBE MULLIONS. •�-• TAPCONS MAY BE HEX OR FLAT HEAD. g� C '.. Iluildinucadz w cumplTing,vllh tl,e Flurhla�^'� ^., .. �, CUPS OR ANGLES CONNECTED DIRECT Y TO MASONRY TO BE PROTECTED V E•`✓ Accclllnncuhn ALKALI-RESISTANT COATINGS,ISUCH AS SITU44INDUS PAINT OR ^ WATER-WNRE EtE7HACRYLATE LACQUER. i 5/10`tAPCONS 1-3/<'URI.EJIUEO 1vtla10118do PH1d'Y.1[•ib nI`� p 111Ta MASaIIRr- I PER AIIGLE MIN, EDGE DIST, MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-•3J 4" 5/1G-TAPCoRs 4" HOLLOW BLO K 3-3J4" 5/10'TAPCOUS uw,EunNEo rnat AuVttsanRr MIN. 1-3/4•Lnu.Eun£n INTO uASauRY c MIN. 4 PER CUP{2 GAPFuti«uo} t qf{f . FXtHGj u o Clii F£R CDP{2 Od CLIP LENGTH MULL „Ln 2 X 4 3.688' 4` 2 X 6 5.680' z a�' • iDY m 3 a �' .� �{ o r 2x6 PAULL 5/{0'TAPCOIIS iy 14000 SUCK C 1� t �/ \'\ 1 3/4'lAw,EMSEO#t710 foZOURY \ 1 2X5 IIULI y/10"7APCOriS ^� `.4' A CUP(2 OrJ EACH WNG} •- ( ..— 1-3/4•LAW P £AISEO EACH AV.SCtIRY U D t _____...,_____-._______-..-___...... 1 3J4" It( i PER CUA{2 ON 1111TO YANG} . w [ { ----- ^------------ 1 3/4.. 7 i r---------- - AiIN. } i J' A tr ,.._ ts 2%6 IAULL (� p r� CLIP LENGTH r2x5 LULL _-- i. 9_i. _C �j r 2 X 4 3,688'jq ----------------- '58 -- ------^^ 5,688' ^ J . talr.. }}J18^ ALL CLIPS AND ANGLES 7Q FR sNuc ANCHORS i i PE �E' (INTO BLOCK) INTO TUBE MULLtONS. P,NCNdRS'Y 'H` IP!T•O CONC1: i'El rl000 tau 1 ANCHORS TYPE E' INTO BLOCK TAPCO,IS MAY 8E HEX OR FLAT HEAD. r 4 ANCHORS THRU IX SUCK ANCHORS TYPE 'H' (INTO CaNCRF:Tt� INTO CQNCAEIF. OR 3N ;r ") CLL''S OR ANGLES CONNECTED DIRECTLY TO M£SQtiRY 7U i"sE PROTECTED I ?"XG" #AL'LL 5#iOWtJ a w ANCHORS R7T0 CONCRETE or BLOCK WITTI AL#CAU—RESISTANT COATINGS, SUCH AS,BITUMINOUS I`'A#NT OR YIAiER-•Yt#itiE METHACRYLATE LACQUER. 11! 2"X6"MULL SHOWN I a ' 3 Z' I.: ' al Cr Y#tQI1t#t:TRtiL'I5 itl .,� a ���t�.c.�":_•'' ax rnmpigiug•;dlh tlit}'m#dn [_/�J �����._ 1 -•, Acc_ginu,rr rlt t✓ 'lel#am{Lad:hwdun C'mnm� 43 MIN...EDGE DIST. 5/16-TAPCO14S -ffN—GTII 2-3/16 CONCRETE OR r-1-314*MIN.ELIDED INTO MAS1311111 CLIP 4 114 4' HOLLOW BLO K :DIAL(2 OH EACH 111110) MIN. Q "L" w O� MULL X 2 1.696, W In cn z 4 Mu I X 2 I x 3 2.688, in I I x .1 X -1 3488' LZ F—LL a -2 X 4 3.688' X G E�5613 r 12 -7/16" 1 ALL CLIPS AND ANGLES ARE TO o t7 N SNUG 114TO TUBE MULLIOMS. 2 x 2 N I LJ LJ At %NCLt 2 WHERE ANGLES ARE 1407. FIT 9 '!G RTO ILISE MULLIONS, SEE(jPt)0i1A'1 ANCHOR iOETAIL AT SHEET 9 OF 10. C4 Z I- 14 SAIS, P CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 70 BE PROTECTED 2/CHANNEL TURE MULLION WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR VIAICR-WHITE MEDIACRYLATE LACQUER. Z�4 ------- -------- MIN. EDGE DfSr� 2-3/15" CONCRETE OR (' NOLLOW BLOCK IIZ su.S.- 2/SIDE H 1/8-1HCKjALUL1 C WiNn 9.iic if to fill smil WIT)MULVOIN i ivar.mul.1.11114 L ILD]ES MAY DE tOTCHro AS SHONU 70 A.'LOYJ 111STAUAT[011 !CKP A "GLE jol tfT AFIER ASSEIJOLY JON OF SCREWS CONNECTIZ S 0 14 FH SUS )16A L S T T, [A E , TUBES WHERE ANGLE PER CLIP (D ARE NOT Fit SNUG INTO TUBE ACCESS HOLE I- D.C. wit MULLIONS. i_Ll U'LLIONS. L- ------------- 3. sps.TAPCO'js 11 _x 0 INTO AkSONRY 1-3/j,LCIN,EUmE 4 PER 1.cL 2 PER ANGLE 2 It 2 x 1/0- IH15 SCREW CAII E! 112 ni SMS 114STALLED III EMNER 2 PER CUP AJ�Ukl A14GLE "IDLE OmECTIGI, (D 1,O.0 1411 1-3/4'X 2'X 1,18 3/4 x 2-x I/O"K."Ir'July,NEE) 11111.1 2) ALUW AlIGLE cur To FIT SHOO PISIOE TUGE ANCHORS TYPE ACCESS HOLE, I„_-__ .. . . .... ------ METAL TO METAL COMNECTION UST CHARTS FOR ANCHOR TYPE '1* TO VERIFY CAPACITY OF CONNECTION PRODUCT 11PY60C) 5 AND ANGLES T" FIT SNUG LLI �OE LL CLIP �N IT ALL CLIPS AND ANCL S TO FIT SNUG TU MULLIONS. S M BE SX LAT READ. HS OR F INTO TUBE MULLIONS MIN. APCON MAY os TAPCONS MAY BE HEX OR FLAT HEAD OPTIONAL ANCHOR DETAI 1 3/4" MIN. ANCHORS 114TO CONCRETE OR CEMENT BLOCK D1 2;v 9, 2 9 C-) 9 99 gig g g VE AL S?LLL1Qt _ g gig 9! §§ 9 9 9jgjgj§jg g g gig g g1gig g g g g g Fj S V.rd rz gggggg E!a ,-I , I * . gig g g g g 9 9 gig g gig g g g g g R 0 §ffgg [go C zlj- g g gig gli VERTICAL MULLIO SPAN =1 E ti F. TgTg> t�dell -,ml > CA Z Cl >,;a -= 'a_9 Yle 8 8. t,t t K a 6 8i s 92 C) > T IB,zii pi i3 ..10 ;3 §=gj gjgj§jgj§g?r- bp FP Z q, >z A:j� am �z taw 2;1 2 v T 3 R§gig "i g g EIR 1119 ] >D:u F gl :U> en [3 s izj E3 v g g A C r) 0 Om X., > NN j/1 R ri > I Sa R T s R 9 T F, p § Pi M it 13 ER --i P, T L4 ss § A -9;j 1-. it 8501 N.W. 90 ST. ON -0 IV dt� rnr LA TV In- LCY, FLORIDA 3:5165 P!f No. (305) 695-6660 AUNUFACMBER OF QU.tL,71-ALUMINUM IrINDOIFS XYD CL43S DOORS TIME M- b UONS C LIP/ANcuonS, DESIGN PRESSURE CWTS AND M*ARAL NOTES e—,Alf— LAW-W—1 001 jr— 1.or 2B